Agenda packet — Montebello City Council, July 24, 2024 (part 3 of 8)

GP-7
SECTION 6 – PROSECUTION, PROGRESS, AND ACCEPTANCE OF WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
The following is hereby added to this subsection of the Standard Specifications:

The Contractor’s proposed Construction Schedule shall be submitted to the Engineer within ten working days after the date of the Agency’s execution of the Contract Agreement. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged, and setting forth the dates that each item will be delivered.

Prior to issuing the Notice to Proceed, the Engineer will schedule a preconstruction meeting with the Contractor to review the proposed Construction Schedule and delivery dates, arrange utility coordination, discuss construction methods, and clarify inspection procedures.

The Contractor shall submit periodic Progress Reports to the Engineer by the last day of each month. The Report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports.
6-7 TIME OF COMPLETION
6-7.1 General
This subsection of the Standard Specifications shall be replaced by the following:

The contract period for this project is Forty-five (45) working days. To begin from the effective date of the Notice-to-Proceed issued by the City.
6-7.2 Working Day.

The following is hereby added to this subsection of the Standard Specifications:

The Contractor’s activities shall be confined to the hours between 8:00 a.m. and 4:30 p.m., Monday through Friday, excluding holidays, for daytime work and to the hours between 8:00 p.m. starting Monday and 5:00 a.m. ending Saturday, excluding holidays, for nighttime work. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates including benefits, overhead, and travel time. The service fees will be deducted from any amounts due the Contractor. Should the Contractor choose nighttime work, any and all lighting and traffic control, as needed, shall be provided by the Contractor. 6-9 LIQUIDATED DAMAGES
The liquidated damages value is hereby amended to be $500.00 per day.

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GP-8
SECTION 7 – RESPONSIBILITIES OF THE CONTRACTOR
7-1 CONTRACTOR’S EQUIPMENT AND FACILITIES.

The following is hereby added to this subsection of the Standard Specifications:

7-1.4 A noise level limit of 86 dba at the distance of fifty feet shall apply to all construction equipment on or related to the job whether owned by the Contractor or not. The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel. 7-1.5 All noise producing project equipment and vehicles using internal combustion engines shall be equipped with mufflers, and air inlet silencers where appropriate, in good operating condition that meet or exceed original factory specifications. Mobile or fixed “package” equipment (e.g. arc-welders, air compressors) shall be equipped with shrouds and noise control features that are readily available for that type of equipment. 7-1.6 All mobile or fixed noise producing equipment used on the project, which is regulated for noise output by a local, state, or federal agency, shall comply with such regulation while in the course of project activity.
7-1.7 Electrically powered equipment instead of pneumatic or internal combustion powered equipment shall be used, where feasible.
7-1.8 Material stockpiles and mobile equipment staging, parking, and maintenance areas shall be located as far as practical from residences.
7-1.9 The hours of conventional construction activities shall be restricted to the periods and days permitted by the local noise or other applicable ordinance. In accordance with the City of Montebello Noise Ordinance, these activities include (but are not limited to) construction, noisy maintenance activities, all spoils and material transport, demolition, and grading and are prohibited between the hours of 4:00 p.m. and 8:00 a.m. on weekdays (Monday through Friday), Saturday and Sundays, and legal holidays, except in cases of emergency as determined and approved in writing by the Public Works Director.
7-1.10 The use of noise producing signals, including horns, whistles, alarms, and bells shall be for safety warning purposes only.
7-1.11 No project related public address, paging, two-way radio, or music system shall be audible at any adjacent residence.
7-1.12 The on-site construction supervisor shall have the responsibility and authority to receive and resolve noise complaints. An appeal process to the City shall be established prior to construction commencement that will allow for resolution of noise problems that cannot be immediately solved by the site supervisor.
7-1.13 The Contractor shall develop a project noise control plan, which shall be approved and implemented prior to commencement of any construction activity. 7-1.14 Noise control features and plans shall be reviewed and approved by a noise control engineering professional.

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GP-9
7-1.15 Contract incentives may be offered to the construction contractor to minimize or eliminate noise complaints resulting from project activities.
7-1.16 The erection of temporary sound wall barriers shall be considered where project activity is unavoidably close to residences.
7-1.17 Caltrans Standard Specifications (Sections 7 and 42) and Standard Special Provisions (that provide limits on construction noise levels) shall be applied and enforced by the City on the project Contractor.
7-1.18 Arrange noisiest operations together in the construction program to avoid continuing periods of annoyance.
7-1.19 If practical, implement project noise abatement features prior to construction. 7-2 LABOR
7-2.2 Laws. The following is hereby added to this subsection of the Standard Specifications:

The Contractor, and all subcontractors, suppliers and vendors, shall comply with all AGENCY, State and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments. The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers. In accordance with the labor Code, as provided in Section 1773 et seq., the City has on file in the City Clerk’s office the latest prevailing rates as established by the Director of Industrial Relations of the State of California.

The Contractor shall not pay less than these rates.
7-3 LIABILITY INSURANCE
The liability insurance coverage values are hereby amended to be:

Insurance Coverage Requirements Limit Requirements
Comprehensive General Liability $1,000,000
Product/Completed Operations Hazard $1,000,000
Comprehensive Automobile Liability $1,000,000
Contractual General Liability $1,000,000
Worker’s Compensation Statute
A combined single limit policy with aggregate limits in the amount of $2,000,000 will be considered equivalent to the required minimum limits. A pro forma copy of the policy(s) shall be submitted to the City. A certificate of endorsement naming the City and its Agents as additional insured identifying the coverage limits, dates of coverage insurance provided and project number is required.

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GP-10
7-5 PERMITS.

The text of Subsection 7-5 of the Standard Specifications is hereby deleted and replaced with the following:

Prior to the start of any work, the Contractor shall take out the applicable AGENCY permits and make arrangements for AGENCY inspections. The AGENCY will issue the permits at no charge to the Contractor. The Contractor and all subcontractors shall each obtain an AGENCY business license, and shall be licensed in accordance with the State Business and Professions Code. The Contractor shall also obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or entity.

The Contractor shall pay all costs incurred by the permit requirements. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS.

The second paragraph of Subsection 7-9 of the Standard Specifications is hereby deleted and replaced with the following:

The Contractor shall relocate, repair, replace or re-establish all existing improvements within the project limits which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, structures, etc.) which are damaged or removed as a result of the operations or as required by the Plans and Specifications.

Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectivity reduced by the Contractor’s operations, such striping or markings shall also be considered as existing improvements and the Contractor shall repaint or replace such improvements.

Reallocations, repairs, replacements or re-establishments shall be at least equal to the existing improvements and shall match such improvements in finish and dimensions unless otherwise specified.

The last paragraph of Subsection 7-9 of the Standard Specifications is hereby deleted and replaced with the following:

All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or re-establishing existing improvements shall be included in the bid. 7-10 PUBLIC CONVENIENCE AND SAFETY.

The subsection 7-10.1 of the Standard Specifications is hereby deleted and replaced with the following:
7-10.1 Traffic and Access.

The Contractor shall notify the occupants of all affected properties in writing at least forty-eight hours (2 working days) prior to any temporary obstruction of access. Vehicular access to the property line shall be maintained except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed except as permitted by the City Engineer.

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GP-11
During the installation of the asphalt pavement, the contractor can close the street to work but the street may not be allowed to remain closed overnight except as permitted by the Engineer. The Contractor must submit a traffic control plan to the City and obtain approval of same in writing from the Public Works Director. The Contractor shall maintain at least one lane of traffic in each direction at all times during construction. The plan shall be prepared per latest edition of California Manual on Traffic Control Devices (CA-MUTCD).

No driveway can be worked on until the owner/tenant has been informed in writing with five (5) working days’ notice of the scheduled work and has agreed to the planned schedule of the Contractor.

Under situations of sidewalk closure to pedestrians, the Contractor shall post advance notice on barricades to direct pedestrian to use the sidewalk on the opposite side of the street or the Contractor may elect to provide continuous K-rail in the curb lane to allow pedestrians to walk in the curb lane behind the K-rail. Any and all devices such as plates, barricades, K-rails and notices shall be continuously maintained for pedestrian and vehicle safety. No curb lanes shall be closed during non-working days of the week. Appropriate advance warning signs shall be continuously maintained as needed during the project. All such devices, warning signs and interruptions of normal vehicle lanes, parking lanes and pedestrian walkways shall be shown on the Traffic Control Plan for advance approval by the Agency.

Clearances from traffic lanes shall be five feet to the edge of any excavation and two feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction.

Any striped roadway shall be delineated by the Contractor with temporary raised reflective markers when it is to be left un-striped overnight.
7-10.3.1 Street Closures, Detours, Barricades.

This subsection is added to section 7-10.3 of the Standard Specifications:

Street closures will not be allowed except as specifically permitted by the Engineer.

At the Pre-Construction meeting, the Contractor shall submit to the Engineer a detailed written plan for traffic control and construction sequencing for the project. The plan shall include drawings as necessary to clearly outline how traffic flow and pedestrian walkways will be handled during the course of construction and where detour and advance notice signs will be posted.

Traffic lane transitions shall not be sharper than a taper of thirty to one.

Temporary traffic channelization shall be accomplished with barricades, K-rail sections or delineators. Temporary striping will not be allowed unless specifically permitted by the Engineer.

The Contractor shall prepare any plans that may be required for temporary striping to the satisfaction of the Engineer. In no event will temporary striping be allowed to remain on finish pavement surfaces.

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GP-12
In no case shall traffic be diverted from the existing traveled way without prior approval of the Public Works Director.

The contractor shall include in his Traffic Control Plan use of lighted message boards to notify traffic of project and any changes in vehicle or pedestrian travel routes.

If the Contractor shall fail to provide and install any of the signs or traffic control devices ordered by the Engineer, the Engineer may either stop the work or cause such signs or traffic control devices to be placed by others and charge the cost therefor against the Contractor, and deduct same from the next progress payment
7-10.6 Protection of the Public.

Subsection 7-10.6 is hereby added to Section 7 of the Standard Specifications as follows:

It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor shall use foresight and shall take such steps and precautions as its operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public services, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the work, which will require that immediate and unusual provisions be made to protect the public from danger or loss, or damage to life and property, due directly or indirectly to prosecution of work under this contract.

Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor’s operations and when, in the opinion of the Engineer, immediate action shall be considered necessary in order to protect the public or property due to the Contractor’s operations under this contract, the Engineer will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation within a reasonable time period, the Engineer may provide suitable protection to said interests by causing such work to be done and material to be furnished as, in the opinion of the Engineer may seem reasonable and necessary.

The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, shall be borne by the Contractor. All expenses incurred by the AGENCY for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. However, if the AGENCY does not take such remedial measures, the Contractor is not relieved of the full responsibility for public safety.

SECTION 8 – FACILITIES FOR AGENCY PERSONNEL
The following is hereby added to this subsection of the Standard Specifications:

No field offices for AGENCY personnel will be required, however, the AGENCY personnel shall have the right to enter upon the project at all times and shall be admitted to the offices of the Contractor for the project in the City if so provided by the Contractor for his own personnel.

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GP-13
SECTION 9 – MEASUREMENT AND PAYMENT
9-3 PAYMENT
9-3.2 Partial and Final Payment.

The text of Subsection 9-3.2 of the Standard Specifications is hereby deleted and replaced with the following:

The closure date for the purpose of making partial progress payments will be on or about the twenty-fifth (25th) day of each month. The Contractor shall prepare the approximate measurement of the work performed through the closure date and submit it to the AGENCY for approval along with an updated construction schedule.

When the work is complete, the Engineer will determine the final quantities of the work performed and prepare the final progress payment.

Payments are commonly authorized and made within forty five days following the last day of the month submitted. However, payments will be withheld pending receipt of any outstanding reports required by the contract documents. In addition, the final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as-built conditions and any other required documents.

A full five percent (5%) retention will be deducted from all progress payments. The final retention will be authorized for final payment forty-five (45) days after the date of recordation of the Notice of Completion.

The Contractor, however, may receive interest on the retention for the length of construction, or receive the retention itself as long as the retention is substituted with escrow holder surety of equal value.

At the request and expense of the Contractor, surety equivalent to the retention may be deposited with the State Treasurer or a State or Federally chartered bank as the escrow agent, who shall pay such surety to the Contractor upon satisfactory completion of the contract.

Sureties eligible for investment shall include those listed in Section 16430 of the State Government Code or bank or savings and loan certificates of deposit.

Any escrow agreement entered into shall contain the following provisions:
(a) The amount of surety to be deposited;
(b) The terms and conditions of conversion to cash in case of default of the Contractor; and
(c) The termination of the escrow upon completion of the contract.

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GP-14

9.3.3 Delivered Materials.

This subsection of the Standard Specifications is hereby replaced in its entirety by the following:

Materials and equipment delivered but not incorporated into the work will not be included in the estimate for progress partial payment.

SECTION 10 – CITY STANDARDS, STANDARD PLANS AND DRAWINGS Section 10 is hereby added to the Standard Specifications as follows:

All public improvements, construction and dedications required and described in this manual shall conform to the standards and specifications of the City. Standards, Standard Plans and Drawings of the following agencies are used by the City of Montebello and are part of the City’s standards.

Where there is ambiguity or conflict between standards over which standard shall apply, the Public Works Director shall determine what shall apply, and his determination shall be final. All construction is subject to the approval of the Public Works Director.

Standard Plans – Standard Plans for Public Works Construction, SPPWC, “Latest Edition and Supplement”.

Los Angeles County Public Works Department – Grey Book and all plans except those modified or replaced by City Standards.

Los Angeles County Flood Control District - Applicable storm drains.

Sanitation Districts of Los Angeles County - Applicable sewer and manholes.

State of California – California Department of Transportation (Caltrans) Standard Specifications and Standard Plans - Pavement markings and traffic loops.

City Standards - All applicable standard plans.

Standard Specifications - The latest edition of, and applicable amendments to, the “Standard Specifications for Public Works Construction (SSPWC).”
California Manual on Uniform Traffic Control Devices (CA-MUTCD), “Latest Edition”.

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BD-2

SPECIAL PROVISIONS
PART 2 – BID ITEM DESCRIPTIONS
FOR

BELLA VERDE DRIVE PAVEMENT REHABILITATION PROJECT
(FROM N. GARFIELD AVE TO THE END OF THE STREET AT THE GOLF

COURSE)
C.P. No. 918

IN THE CITY OF MONTEBELLO
All Bid Items shall be in accordance with the Standard Specifications for Public Works Construction (SSPWC), including supplements, State of California Department of Transportation (Caltrans) Standard Specifications, Latest Edition, and the Special Provisions and General Conditions of these specifications.

Base Bid items
Bid Item No. 1 Mobilization/Demobilization
Mobilization shall conform to the provisions of Sections 9-3.4 of the Standard Specifications.

Mobilization and demobilization shall consist of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, materials, and incidentals to and from the project site necessary for work on the project and for all other work and operations which must be performed or costs incurred including bonds, insurance, and financing prior to beginning work on the various contract items on the project site. Mobilization shall also include the time, materials, and labor to move the necessary construction equipment to and from the site, supervisory time on the job by the Contractor’s personnel to keep the construction site in a safe condition, and all other related work as required at all times and for all non-working days during the construction period. The Contractor is responsible for securing an adequate storage site for equipment and materials. Demobilization includes removal of all equipment and materials from the site, clean up and restoration of the work site at the end of project. Mobilization shall also include pressure washing of all USA markings, clearing and grubbing operations preceding and post construction consisting of removing all natural and artificial objectionable materials from the Right-of-Way in construction areas, road approaches and material sites. Clearing and grubbing shall conform to the provision of section 300-1 of the standard specifications.

Payment for Mobilization/Demobilization shall be paid for at the price bid as a Lump Sum (LS) and shall be considered full compensation for mobilization and demobilization from the job site and no additional compensation will be allowed, therefore.

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BD-3
Bid Item No. 2 - Traffic Control
Traffic Control, Traffic Control plan, construction signing and traffic maintenance shall comply with the provisions of Subsection 7-10 of the Standard Specification, Subsection 56-2 of the Caltrans Standard Specifications, and the current requirements set forth in the “Manual of Traffic Controls for Construction and Maintenance Work Zones” published by the Department of Transportation, State of California, and California Manual on Uniform Traffic Control Devices (CA-MUTCD), Latest Edition, by the Federal Highway Administration and California, the traffic control plans and these Special Provisions.

The Contractor shall maintain the following clearances from the edge of traffic lanes:
1) 5 feet to any excavation,
2) 2 feet to curbs or temporary concrete barriers,
3) 10 feet to poles and other obstructions on uncurbed roadways.

If determined by the Engineer that it is necessary to decrease these minimum distances to allow for the prosecution of the work, the Contractor shall provide all protective devices required by the Engineer to adequately protect the public.

PUBLIC CONVENIENCE
Within ten (10) working days after the date of the City’s execution of the Contract Agreement the Contractor shall submit a proposed Construction Schedule for approval. Based on the approved project schedule, the Contractor shall notify residents and businesses of the proposed work and post temporary “NO PARKING” signs at no cost to the City. Signs shall be posted at all intersections, and on each side of the street a maximum of 200 feet between signs. Signs may not be attached to existing poles, street lights standards or trees. All signs must be posted on delineators or stakes provided by the Contractor. The “NO PARKING” signs shall be in place not less than seventy two (72) hours prior to performing the work; therefore a request for changes in the schedule requiring additional posting shall be submitted by the Contractor for approval by the Engineer at least seventy-two (72) hours prior to reconstruction and paving the street. All conflicting parking signage shall be covered.

Due to the nature of this project involving major inconvenience to residents and businesses, a good Public Relations Program is mandatory and evidence of satisfactory past performance in this area will be required.

The Contractor is to distribute two (2) “Public Notice” to each residence and business affected by the project. The first notice shall be distributed ten (10) calendar days prior to the start of any work. The second notice shall be distributed at least seventy two (72) hours prior to the start of work on a specific section of the street. A sample copy of the notice must be approved by the City.

Said notice shall be attached to a red information hanger provided by the Contractor and hung on the gate or front door knob. The Contractor shall also coordinate with the bus services to ensure the safe operation of buses and access to bus stops in the construction area. Notices shall be in English and Spanish languages.

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BD-4
The Contractor shall also coordinate with the street sweeping, trash disposal, Montebello Bus Lines and postal services agencies to ensure the safe operation of their vehicle and access in the construction area.

All complaints received by the City associated with the construction project alleging damage to private property and vehicles shall be responded to by the Contractor within twenty-four (24) hours (one working day) of notification. Failure to comply with this provision may result in a penalty of One Hundred dollars ($100.00) per occurrence.

All trucks, which the Contractor proposes to use, that exceed the legal load limit when loaded will be required to have overweight permits issued by the City.

The Contractor shall be responsible for adequate barricading of the work area and controlling of traffic in the vicinity of the project as specified in Subsection 7-10 of the General Provisions.

PROTECTION OF WORK AND PUBLIC
The Contractor shall take all necessary measures to protect work and prevent accidents during any and all phases of the work. The Contractor shall repair all damaged pavement as a result of vandalism (i.e., vehicle tracks, footprints, graffiti, etc.) If deemed necessary by the City, the Contractor shall repair the defective area in accordance with these special provisions.

CONSTRUCTION SIGNING
Construction signing shall consist of furnishing, installing, maintaining and removing construction signs and barricades as required by the “California Manual on Uniform Traffic Control Devices”, CA-MUTCD. The traffic control system shall be installed on a road prior to starting work for that road and shall not be removed until all work has been completed on that road. Existing speed limit signs, which conflict with the work zone speed limit, shall be covered during the entire construction period.

TRAFFIC MAINTENANCE
The Contractor shall be responsible for handling vehicular and pedestrian traffic in accordance with Subsection 7-10 of the Standard Specifications and these Special Provisions.

The Contractor shall prepare all necessary traffic control plans and submit to the City for approval at the pre-construction meeting. The traffic control plans shall be prepared by a California Licensed Traffic Engineer and shall show:

1. Notification Signs.

2. Existing and temporary lane lines.

3. Dimensions of the work zone and street improvements.

4. Advance warning signs.

5. Delineators

6. Lighting, for nighttime work.

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BD-5
The plans shall be submitted to the City at the preconstruction meeting prior to commencing work and shall incorporate a complete and separate plan for each stage of construction proposed by the Contractor. This plan shall indicate the sequence of lanes or portions of lanes being closed for each phase. The traffic control plans shall indicate the travel plan for each phase of construction.

The traffic control plans shall state:

1. That the plan will conform to “California Manual on Uniform Traffic Control Devices”, CA-MUTCD.

2. Emergency contact person and phone number.

3. Minimum lane widths and minimum clearance to obstructions.

The traffic control plan shall be approved by the City of Montebello prior to beginning any removals.

The Contractor shall cooperate with the City of Montebello relative to handling traffic through all work areas and shall make his own arrangements relative to keeping the working area clear of parked vehicles and maintaining clear access to driveways.

The Contractor shall furnish and install construction notification signs as shown on traffic control plans and as specified by the City of Montebello.

The Contractor shall provide for controlled pedestrian crossings through the work. Crossings shall provide pedestrians a means of passing over or through the work without tracking tack coat or hot asphalt concrete or P.C.C. work or endangering pedestrian safety. All temporary pedestrian crossings shall be in compliance with the latest Americans with Disabilities Act design standards and supplements.

At intersections, if a cross road needs to be temporarily closed when work is in progress through the intersection and the anticipated traffic delay is more than five (5) minutes, a detour sign shall be installed on the cross street and shall include the installation of advance signing displaying the anticipated delay time. The signing of the detour route shall be approved by the Engineer prior to installation of the detour and closure of the road.

The Contractor shall provide for one lane of travel in each direction at all times unless approved by the Engineer. When two-way traffic is restricted to one lane in each direction, and when applying paving past intersecting roads, traffic shall be controlled as required by the “California Manual on Uniform Traffic Control Devices”, CA-MUTCD. A pilot car and driver will be required at various locations if control by flaggers and/or control devices proves deficient in the opinion of the Engineer. In no case shall the Contractor provide less than one (1) lane of travel in each direction through the construction zone including cross-streets.

Contractor’s equipment and personal vehicles of the Contractor’s employees shall not be parked on the traveled way at any time. Overnight parking of construction equipment shall be confined to an approved storage site selected by the Contractor and approved by the City.

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BD-6

TEMPORARY GUIDE MARKERS
Temporary guide markers shall be portable Caltrans Standard Specifications approved delineators.

Only one type of temporary guide marker shall be used on any road at any one time.

Temporary guide markers shall be placed adjacent to the edge of all vertical lips or excavations that exceed 3/4 inches. If the temporary guide markers are damaged, or are not in an up-right position, from any cause, said markers should immediately be replaced or restored to their original locations, in an upright position by the Contractor.

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BD-7

PORTABLE DELINEATORS
The vertical portion of the portable delineators shall be brilliant orange or predominantly orange in color. The posts shall be not less than 100 square inches, measured through the vertical axis of the delineator, normal to the roadway. The minimum height shall be thirty-seven (37) inches above the traveled way.

Two 4-inch nominal width reflective bands shall be mounted a minimum of 1 ½ inches apart and at a height on the post so that one reflective band will be between 2.5 feet and 3 feet above the roadway surface.

Reflective bands shall be flexible vinyl plastic, either white or yellow, and shall have not less than the following dry reflective values at a 0.2 degree divergence angle, expressed I units if candlepower per foot-candle per square foot. The wet reflective values shall not be less than ninety percent (90%) of the dry values.

Dry Reflective Value
Angle of Incidence 4º 5º 30º
White 250 165 50
Yellow 10 110 50
All tests for reflective values shall be performed in accordance with California Test Method No. 642.

The portable delineators shall be spaced as necessary for proper delineation; however, in no case shall the spacing between portable delineators exceed thirty (30) feet on tangents or twenty (20) feet on curves.

FLUORESCENT TRAFFIC CONES
Provide lighted flashers and lighting for night time. Traffic cones shall be fluorescent new or reconditioned and of good commercial quality, flexible material suitable for the purpose intended.

The outer section of the portion above the base of the once shall be highly pigmented fluorescent orange polyvinyl compound. The overall height of the cone shall be anchored in a manner such that the traffic cone will remain in an upright position. Lighted flashers and lighting shall be provided additionally for nighttime.

The fluorescent traffic cones shall be spaced as necessary for proper delineation; however, in no case shall the spacing between fluorescent cones exceed thirty (30) feet on tangents or twenty (20) feet on curves.

STRIPING
Temporary striping and marking for traffic control shall conform to Section 310-5.6.5 of the Standard Specifications. Temporary striping and marking which has no further use shall be

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BD-8
removed by wet sandblasting, and all sand used in sandblasting shall be removed without delay as the sandblasting operation progresses.

RESTRICTIONS ON CLOSURE OF STREETS AND TRAFFIC LANES
The Contractor shall conduct all operations so as to provide access to the adjoining properties and have no greater length or quantity of work under construction that can be properly prosecuted with a minimum of inconvenience to the public.

The Contractor shall construct temporary A.C. ramps or equal to provide safe and drivable access to residents and business properties daily.

The Contractor shall coordinate all shipments and deliveries to businesses. If steel plates are required, they shall be provided by the Contractor at no additional cost to the City.

The Contractor shall be responsible for furnishing, placing and maintaining barricades and lights as necessary to protect the public from danger due to the work being done.

Payment for Traffic Control shall be paid for at the price bid as a Lump Sum (LS) and shall be considered full compensation for traffic control throughout the project site and no additional compensation will be allowed, therefore.

Bid Item No. 3 – Implementation of BMPs
Best Management Practices (BMP), erosion damage clean-up, and removal of debris from the project site, NPDES requirements, or removal of soil and other materials deposited on public streets by construction traffic. Best Management Practices (BMP) shall be defined as any program, technology, process, citing criteria, operating method, measure, or device, which controls, prevents, removes, or reduces pollution. The Contractor shall obtain and refer to the California Storm Water Best Management Practice Handbooks, Volume 3, Construction BMP Handbook and the Los Angeles County Department of Public Works Best Management Practices Handbook for Construction Activities.

Los Angeles County Department of Public Works
Cashier’s Office
900 South Fremont Avenue
Alhambra, CA 91803
Telephone: 626-458-6959
The Contractor shall have a minimum of two readily accessible copies of each publication on the Contract site at all times plus any copies of applicable environmental mitigation plans.

Additional BMPs may be required as a result of a change in actual field conditions, contractor activities, or construction operation. When more than one BMP is listed under each specific BMP category, the Contractor shall select the appropriate and necessary number of BMPs within each category in order to achieve the BMP objective.

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BD-9
BMPs for Contractor activities shall be continuously implemented throughout the year and project time period. BMPs for erosion control and sedimentation shall be implemented during the period from October 15 to April 15, and whenever the National Weather Service Predicts rain within 24 hours. BMPs for erosion control and sedimentation shall also be implemented prior to the commencement of any Contractor activity or construction operation, which may produce run-off, and whenever run-off from other sources may occur.

The Agency (City), as a permittee thereto, is subject to enforcement actions by the State Water Resources Control Board, Environmental Protection Agency, and private citizens. The City will pass through to the Contractor any penalty assessed by these entities for each calendar day that the Contractor has not fully implemented the BMPs specified for the Contract and/or is otherwise in noncompliance with these provisions. In addition, the City will deduct, from the final payment due the Contractor, the total amount of any fines levied on the City, plus legal and staff costs, as a result of the Contractor’s lack of compliance with these provisions and/or less than complete implementation of the specified BMPs.

Payment for Implementation of BMPs shall be paid for at the price bid as a Lump Sum (LS) and shall be considered full compensation for the temporary installation of best management material and use of equipment to install products at the job site and no additional compensation will be allowed, therefore.

Bid Item No. 4 – Remove (Grind) Existing Asphalt Concrete (AC Pavement) to Uniform depth. Full Street Width Depth of 2-inches
Cold milling shall conform to the provisions of Section 302-1 of the Standard Specifications for Public Works Construction. The Contractor shall cold mill existing asphalt concrete (AC) pavement to the depth required for the placement of new pavement as shown on the Appendices “D” and “E” and as directed in the field by the Engineer. All work shall be completed in accordance with lines and grades, and typical cross-sections shown on the drawings. Any extra cold milling beyond the shown limits shall be at the Contractor’s expense.

All existing asphalt concrete (AC) pavement to join new construction shall be sawcut in a straight line. Contractor shall exercise due caution to avoid any damage to existing improvements, protecting in-place of existing water mains, sewers, storm drains, meters, valve covers, wall, fences, curbs, fire hydrants, telephone and power poles, and other existing structures.

It is the Contractor’s responsibility to perform whatever additional exploration is necessary to avoid causing any damage to the existing utilities under the work area. Any damage done by the Contractor shall be repaired or replace as called out in Section 7-9 of the Standard Specifications for Public Works Construction at the Contractor’s expense.

This work shall consist of cutting existing asphalt concrete (AC) pavement to facilitate its removal.

Any sawcutting shall be accomplished by the use of a power-driven saw to provide a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. A clean sawcut edge shall be maintained until surface course AC is constructed. Under this item, the use of a grinder will not be allowed in lieu of power-driven saw.

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BD-10
During the cold milling operation, the Contractor shall remove all loosened materials from milled areas, haul away and dispose of them at a legal site as specified in Sub-section 300-1.3 of Standard Specifications for Public Works Construction and submit evidence of the proper disposal to the City of Montebello. The Contractor shall abate dust nuisance by cleaning, sweeping, and sprinkling with recycled water (if available) or other means as necessary.

Any petromat found during grinding shall be removed by scraping and by burning it with a torch.

The Contractor shall be responsible to assume the cost of removing, hauling, recycling and any other incidental of any petromat found during grinding operation and no adjustment on the Bid price shall be made.

Also, The Contractor shall remove all asphalt residuals along existing gutter.

Payment for Cold Milling of Existing Asphalt Concrete (AC) Pavement shall be paid for at the price bid per Square Foot (SF) and shall be considered full compensation for furnishing labor, materials, equipment, sawcutting, removals, hauling and disposal of asphalt concrete materials excavated or grinded, grade for the base, crack sealing, compaction and no additional compensation will be allowed therefore.

Bid Item No. 5 – Construct 2" AC Overlay
All work shall conform to Sections 302-5 and 400-4 of the “Standard Specifications for Public Works Construction” and these Special Provisions.

Contractor shall use C2-PG 64-10 for 1” and 2” A.C. overlay.

The Contractor shall use a PG Asphalt Binder.

PG Asphalt binder shall conform to the following requirements:

1. Description
Asphalt shall consist of refined petroleum or a mixture of refined liquid asphalt and refined solid asphalt, prepared from crude petroleum. Asphalt shall be:

A. Free from residues caused by the artificial distillation of coal, coal tar, or paraffin.

B. Free from water.

C. Homogeneous.

2. Materials
A.General

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BD-11
The Contractor shall furnish asphalt in conformance with the State of California Department of Transportation (Caltrans) “Certification Program for Suppliers of Asphalt.” Caltrans maintains the program requirements, procedures, and a list of approved suppliers can be obtained from (Caltrans).

The Contractor shall ensure the safe transportation, storage, use, and disposal of asphalt.

The Contractor shall prevent the formation of carbonized particles caused by overheating asphalt during manufacturing or construction.

B. Grades
Performance graded (PG) asphalt binder shall be PG 64-10 and conform to the following:

Performance Graded Asphalt Binder
Property
AASHTO
Test
Method
Specification
Grade
PG
58-22 a
PG
64-10
PG
64-16
PG
64-28
PG
70-10
Original Binder
Flash Point, Minimum ºC T48 230 230 230 230 230
Solubility, Minimum % b T44 99 99 99 99 99
Viscosity at 135ºC, c
Maximum, Pa’s
T316

3.0 3.0 3.0 3.0 3.0
Dynamic Shear,
Test Temp. at 10 rad/s, ºC
Mínimum G*/sin(delta),
kPa
T315
58 1.00
64 1.00
64 1.00
64 1.00
70 1.00
RTFO Test e,
Mass Loss, Maximum, %
T240

1.00 1.00 1.00 1.00 1.00
RTFO Test Aged Binder
Dynamic Shear,
Test Temp. at 10 rad/s, ºC
Mínimum G*/sin(delta),
kPa
T315
58 2.20
64 2.20
64 2.20
64 2.20
70 2.20
Ductility at 25ºC
Minimum, cm
T51
75 75 75 75 75
PAV f Aging,
Temperature, ºC
R28
100 100 100 100 100
RTFO Test and PAV Aged Binder
Dynamic Shear,
Test Temp. at 10 rad/s, ºC
Mínimum G*sin(delta), kPa
T315
22 d
5000
31 d
5000
28 d
5000
22 d
5000
34 d
5000
Creep Stiffness, T313

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BD-12
Notes:
a. Recommended as asphalt rubber base stock for high mountain and high desert area. b. The Engineer may waive this specification if the supplier is a Quality Supplier as defined by the Caltrans’ “Certification Program for Suppliers of Asphalt.” c. The Engineer may waive this specification if the supplier certifies the asphalt binder can be adequately pumped and mixed at temperatures meeting applicable safety standards.
d. The sample will be tested at 3ºC higher if it fails at the specified test temperature.

G*sin(delta) shall remain 5000 kPa maximum.
e. “RTFO Test” means the asphaltic residue obtained using the Rolling Thin Film Oven Test, AASHTO Test Method T240 or ASTM Designation: D 2827. f. “PAV” means Pressurized Aging Vessel.

C. Sampling
The Contractor’s asphalt supplier shall provide a sampling device in the asphalt feed line connecting the plant storage tanks to the asphalt weighing system or spray bar.

The sampling device shall be accessible between 600 and 750 mm (30 inches) above the platform. The supplier shall provide a receptacle for flushing the sampling device.

The sampling device shall include a valve:
1) With a diameter between 10 and 20 mm.
2) Manufactured in a manner that a one-liter sample may be taken slowly at any time during plant operations.
3) Maintained in good condition.

The Contractor’s supplier shall replace failed valves.

In the presence of the City Engineer, the Contractor’s supplier shall take 2 oneliter samples per operating day. Round friction top containers with one-liter capacity for storing samples shall be provided.

D. Applying Asphalt
Unless otherwise specified, the Contractor shall heat and apply asphalt in conformance with the provisions in Caltrans Standard Specifications Section 93, “Liquid Asphalts.” The Contractor shall apply paving asphalt at a temperature between 120ºC and 190ºC.

The City Engineer will determine the exact temperature of paving asphalt.

Subgrade preparation shall conform to Section 301-1 of the Standard Specifications for sections containing no aggregate base. After removal of the existing pavement section to the depths required to place the new AC section, re-compaction of the existing subgrade, if non-AC or nonTest Temperature, ºC Maximum S-value, MPa
Minimum M-value
-12
300

0.300
0 300

0.300
-6
300

0.300
-18
300

0.300
0 300

0.300

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BD-13
PC, will be required to 95 percent in conformance with the requirements set forth in Section 301-

1.3 of the Standard Specifications for Public Works Construction.

At all locations where new asphalt concrete pavement is joining existing asphalt pavement, the Contractor shall sawcut or cold mill/grind existing pavement to provide straight neat lines and place the new asphalt concrete to form a smooth transition. Payment for saw-cutting/grinding and removing the existing pavement shall be included in a separate Bid Item.

The Contractor shall be responsible for maintaining location of, and access to, all water line gate valves during construction operations.

Initial or breakdown compaction shall consist of a minimum of three roller passes coverage of a layer of asphalt mixture. A pass shall be a movement of a roller in both directions over the same path. Coverage shall be as many passes as are necessary to cover the entire width being paved.

Overlap between passes during any coverage made to insure compaction without displacement of material in accordance with good rolling practice shall be considered a part of the coverage being made and not a part of a subsequent coverage. Each coverage shall be completed before subsequent coverage is started. Pneumatic rollers shall not be used without prior approval of the City Engineer. The top AC layer of each lane, once commenced, shall be placed without interruption.

Within the State Right-of-Way, transporting, spreading and compacting of the AC shall comply with section 39-3.04 of Caltrans Standard Specifications (Latest Edition). The proportion of aggregate, amount of asphalt binder and the required asphalt content shall comply with Caltrans Standard Specifications (Latest Edition). Tack coat applications and requirements shall follow section 39-1.03C(6) of Caltrans Standard Specifications (Latest Edition). Tack coat shall be applied to all vertical surfaces of existing pavement in the surfacing against which additional material is to be placed and to a pavement to be surfaced.

Measurement
The quantities of the asphalt concrete to be paid for will be measured by the actual tonnage (ton) of material and no additional compensation will be allowed therefor. The Contractor shall furnish to the Engineer at the time of delivery of the material on the job site a legible copy of a Licensed Weighmaster’s Certificate showing gross, tare, and net weights of each truckload of asphalt concrete mixture.

Payment for Construction of Conventional Asphalt shall be per the unit price bid per Ton (TON), and shall include full compensation for furnishing all labor, materials, tools, equipment, all surface preparation, including crack cleaning and sealing, soil sterilant, tack coating, spreading, grading, compacting, hauling, proper disposing, and incidentals for doing all the work involved complete in place.

The City will not compensate the Contractor for any additional costs incurred by change or lack of availability of asphalt binders or variation of oil pipes.

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BD-14
Temporary asphalt concrete work where required by the Engineer for traffic control or other purposes shall be considered included in the price bid for Traffic Control and no additional compensation will be allowed.

Bid Item No. 6 – Provide Construction Survey & Monument Restoration It shall be the responsibility of the Contractor to supply any and all construction surveying and staking required. All surveying shall be performed under the direct supervision of a California Licensed Land Surveyor or a Civil Engineer duly licensed to perform land surveying.

It is the Contractor’s responsibility to Re-establish Survey Monuments and Centerline ties as disturbed in the field and shall conform to Standard Specification for Public Works Construction Section 309 and as modified below. All work done on monuments shall be recorded and copies thereof filed with the City of Montebello Engineer and the County Surveyor. This work will include all reestablishment of all monuments that are disturbed through the course of completing this project, including property tags due to any concrete removal and replacement at sidewalk or curb and gutter.

A corner record survey shall be completed and filed with the County of Los Angeles Surveyor for each survey monument that the Contractor resets. A copy of each corner record shall be provided to the City of Montebello after filing with the County.

Construction Staking consists of furnishing transportation, labor, materials, and equipment to provide surveying and field engineering under the direction of a land surveyor or professional engineer licensed in the State of California. Furnish skilled labor, instrument platforms, ladders and such other temporary structures, required lighting for making and maintaining points and lines in connection with the surveys required.

Construction Staking shall conform to the Standard Specification Section 2-9. Work under this Section includes, but is not limited to, the following:

1. Establish and maintain horizontal and vertical control points from City of Montebellosupplied benchmarks and baselines.

2. Establish temporary benchmarks.

3. Layout of all work.

4. Construction staking for earthwork and paving work required on the project.

5. Control, staking, and grade checking for all earthworks.

6. Control for construction of reinforcing steel, concrete work, and structural steel work.

7. Maintain records on reproducible contract drawings (ASCII points file) of as-constructed locations of project components and features during the course of the project.

The City of Montebello reserves the right to check the accuracy of Contractor's survey measurements and calculations. Regardless of whether or not the City of Montebello exercises this right, the requirements for Contractor accuracy and adequacy will not be waived.

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BD-15
Copies of all completion survey notes, and other data shall be furnished to the City of Montebello prior to beginning work that requires their use.

Prior to completion of Project and when requested by the City of Montebello, Contractor shall submit a copy of project drawing and certificate signed by California Registered Land Surveyor or Professional Engineer as applicable, that elevations and locations of Work are in conformance with Contract Documents.

Contractor shall set permanent monuments and file “Record of Survey Map”. The contractor shall be responsible to maintain a complete and accurate log of control and survey work as it progresses.

Contractor shall field verify locations of survey control points prior to starting any work on the Project Site. Contractor shall establish and submit to the City of Montebello any temporary control points as necessary due to construction activity. The Contractor shall notify the City of Montebello of any discrepancies discovered and resolve prior to starting any work.

The Contractor shall lay out work from the City of Montebello's established control points, baselines, ranges and gauges and shall be responsible for all measurements in connection therewith. Furnish, at Contractor's expense, all stakes, templates, platforms, equipment, range markers, and labor as may be required in laying out any part of the Work from the points and lines established by the City of Montebello. The Contractor will be held responsible for the execution of the Work to such lines and grades as may be established or indicated by the City of Montebello.

It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Surveyor/Engineer retained by the Contractor until authorized to remove them.

If such marks are destroyed by the Contractor or through negligence prior to their authorized removal, they may be replaced by the City of Montebello. The expense of replacement will be deducted from any amounts due, or to become due, the Contractor.

Surveying shall conform to methods, procedures, and requirements of the Caltrans Survey Manual.

Contractor shall set finish grades at a maximum of 25-ft. intervals for dirt, 25-ft. intervals for rock and at all grade breaks. Contractor shall establish or reestablish baselines and field control points as necessary and provide all basic site engineering to assure accurate locations and elevations for construction. It will be Contractor’s responsibility to verify location and elevation of existing structures and utilities as required for new work.

Control datum for survey may be indicated on Contract Drawings. Contractor shall locate and protect, or replace survey control and reference points, preserve permanent reference points during construction and provide record of survey for replacement at record monument. The Contractor shall report to the City of Montebello loss or destruction of any reference point or relocation required because of changes in grades or other reasons and replace dislocated survey control points based on original survey control. There will be no changes without prior written notice to the City of Montebello.

Payment for Construction Survey centerline ties and monuments shall be paid for at the contract unit price per Lump Sum (LS) and shall be considered full compensation for furnishing labor, materials, equipment and removal after construction, and no additional compensation will

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BD-16
be allowed therefor. Contractor shall submit electronic files of surveys conducted for Progress Payments with each Pay Request.

Bid Item No. 7 – Replace Traffic Striping, Markings, and Curb Painting Traffic Signing, Striping, Markings, and curb painting as shown on Contract Drawings shall conform to the Standard Specifications of the State of California (latest edition), Department of Transportation, Sections No. 82, 84 and 85 (CALTRANS) and also as modified below.

Traffic stripes, pavement markings of arrows, symbols, numbers and words, shall conform to the California Department of Transportation Standard Specifications: Section 84-2 Thermoplastic Traffic Stripes and Pavement Markings, latest edition.

For existing striping or markings shown to be replaced outside of new pavement area and on existing concrete surface, Contractor shall remove by wet sandblasting only all existing striping/legends/markings. Raised dots and markings shall be removed by grinding.

Prior to project grinding and removal work, Contractor shall video all existing markings, painting and pavement devices for use in carrying out this Bid Item.

Raised pavement markers other than blue hydrant markers shall conform to the California Department of Transportation Standard Specifications Section 85, current edition, and shall be of type as called for on the plans.

For all striping and street painted legend, contractor is to use City furnished stencils available at the Public Works Yard.

The Contractor shall furnish the necessary control points for all striping and markings, and shall be responsible for the completeness and accuracy thereof to the satisfaction of the City of Montebello.

Painted and raised pavement marker removal shall conform to Section 85 of the Caltrans Standard Specifications, current edition. All residue remaining as a part of the removal operations shall be removed from the site.

Layout shall be approved, in writing, by the Engineer prior to placing Thermoplastic, curb painting and markings.

Thermoplastic Pavement striping and markings are per Caltrans Standard Plans.

Markings, as used in these Specifications, include both lines and miscellaneous markings applied to the pavement surface, painting of red curb and the installation of raised pavement markers.

Materials and installation for painted and raised pavement markers shall conform to Section 84 and 85 of Caltrans Standard Specifications, current edition.

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BD-17
The Contractor shall provide cat tracking for the centerline and lane lines the same day, following paving operations. Reflectorized “slurry tabs” may be used in lieu of painted cat tracking.

The Contractor shall refresh paint on red, yellow and blue curbs within the limit of the project and also to include all existing striping 100’ in each direction on all intersections adjacent to the proposed improvements.

Place Raised Blue Reflective for Fire Hydrant
Two-Way Blue Reflective Fire Hydrant Raised Pavement Markers installation as shown on Contract Drawings are a part of this item and shall conform to the Standard Specification Section 312 Pavement Marker Placement and Removal and shall be in accordance with the Caltrans Traffic Manual Section 6 “Markings” for each fire hydrant.

Payment for Traffic Striping, Markings, and Curb Painting be paid for at the contract unit price per Lump Sum (LS) and shall be considered full compensation for furnishing all labor, materials (including adhesives, glass beads, and paint), tools, equipment and incidentals necessary to perform all work, involved in, or appurtenant to the installation of pavement striping, raised reflective pavement markers, painting curbs, blue markers, including removal and installation of traffic signs and posts as indicated, complete in place for the width specified, and pavement markings of arrows, symbols, numbers and words, as required by the Project Specifications and no additional compensation will be allowed. All existing striping 100 feet in each direction on all intersections adjacent to the proposed improvements shall be restriped, remarked and repainted.

Bid Item No. 8 – Install Public Improvement Project Sign The Contractor shall supply, erect, and maintain public improvement project signs for the duration of construction according to the specifications set forth below. A scaled layout of the sign shall be submitted to the City of Montebello for approval prior to fabrication. The sign is illustrated in Appendix “D”.

Size: 4 feet by 4 feet with a 7 feet clearance above ground level.

Materials: 3/4-inch (exterior type) plywood (C-C EXT-DFPA grade).

Support: 4-inch by 4-inch by 10 feet posts.

Mounting: Frame shall be constructed using 2 inches by 6 inches by 8 feet skids centered on each post and a 2 inch by 4 inches by 5 feet 6 inches 45-degree brace for each skid and a 2 inches by 6 inches cross-strut between the bottom of the posts all of bolted construction. Plywood panel shall be mounted using 3/8 inch by 5 inches carriage bolts at 16 inches maximum on center.

Paint: Panel Face: Three coats outdoor enamel (sprayed) Panel Rear and Frame: Two coats outdoor enamel (sprayed).

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BD-18
Color: Stark white background and blue lettering.

Lettering: Silkscreen enamels, Helvetica medium.

Covering: 1/4 inch clear plastic.

Location: The signs shall be placed at each end of the street that work is being constructed on. If various locations of work are included, the signs will be moved by the Contractor per the City’s schedule.

Duration: The signs shall be placed a minimum of one week prior to start of work.

Disposition: After the Notice of Completion is issued, the sign shall become the property of the City, and the Contractor shall deliver the sign to the Public Works Facility at no expense to the City.

Payment for Installation of Public Improvement Project Sign shall be based on Each (EA) Unit Price basis and shall include full compensation for all labor materials, tools, equipment, and for doing all work involved, including delivery of the sign to the Public Works Facility at the end of the project.

Bid Item No. 9, 10, and 11 – Adjust Existing Storm Drain/Sewer/Utility Manhole/Vault Frames and Covers to Finished Grade
This Bid Item shall include all labor, equipment, and materials to adjust existing sewer/storm drain/utility manhole/vault frames and covers within the project limits to match finished grade if required. The work shall be performed in accordance with the provisions of Subsection 301-1.6 and Subsection 302-5.8 of the Standard Specifications for Public Works Construction and per Standard Plans for Public Works Construction.

All existing covers that can be lowered and raised shall be lowered prior to cold milling/removal and adjusted to finished grade by the Contractor or by the Utility Owner for the Contractor. For utility frames and covers under the jurisdiction of Verizon, AT&T, Edison, Los Angeles County Flood Control District, Los Angeles County Sanitation Districts, and County Sewer Maintenance Districts, the Contractor shall contact these organizations to arrange for adjustment of their respective facilities a minimum of four (4) working days prior to cold milling/paving operations in accordance with Section 301-1.6 of the Standard Specifications.

The adjustment of existing manholes/vaults to finished grade shall be performed after finish paving. The removal or addition of grade rings shall be required to facilitate adjustment. Frame and covers shall be thoroughly cleaned and reset to finished grade by cutting pavement one foot outside the limits of the frame and cover. Said cut shall be neat and uniform.

Payment for Adjustment Storm Drain/Sewer/Utility Manhole/Vault Frames and Covers to Finished Grade shall be paid for at the contract unit price per Each (EA) and shall be considered

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BD-19
full compensation for labor and furnishing and placing all forms, materials, construction and expansion joints, curing compounds and equipment to complete the construction is considered as included in the price paid, and no additional compensation will be allowed therefor. Where the manhole frame and cover is performed by the utility owner, no compensation will be made to Contractor.

Bid Item No. 12 and 13 – Remove and Replace Existing Curb Ramps per Details 1 to 14 in the Plans
This Bid Item shall include all labor, material and equipment required to sawcut, remove, haul away and properly dispose of existing concrete curb ramp, adjacent sidewalk, ramping transition with concrete curbs, curb and/or gutter, paving as required for forming, planting area, base, sub base, native and all existing improvements to provide clear area for construction of new curb ramp; also shall include transitions to comply with ADA requirements. Removal of concrete curb ramp as shown on the Contract Drawings and as directed in the field by the Engineer shall conform to Subsection 300-1.3.2 (b and c) and 300-2 of the Standard Specifications for Public Works Construction. Concrete shall be Class 520-C-2500 as specified in Section 201-1.1.2 of the Standard Specifications for Public Works Construction.

Several locations that call out Removal and Replacement of ramps in Appendix “F” and as directed in the field by the Engineer have existing landscaping, sidewalk, curb and gutter. This bid item includes removal of existing sidewalk, landscaping, curb and gutter if no existing ramp is in place.

Sawcutting shall be accomplished by the use of a power driven saw. The depth of the cut shall be deep enough to provide a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. A clean sawcut edge shall be maintained until new concrete Curb Ramp is constructed. Generally sawcuts shall be on existing joints or score mark.

All necessary sawcutting of existing concrete Curb Ramp or any existing improvements shall be to the lines shown on Appendix “F” and as directed in the field by the Engineer. Sawcutting shall be included in the unit price and no further compensation shall be made.

Removal of a 2-foot-wide, full-depth strip of AC pavement along the curb and gutter for forming is included in this removal bid item and no additional compensation will be allowed.

This Bid Item shall include all labor, material and equipment required to place concrete curb ramp including adjacent sidewalk, curb and/or gutter, planting area, base, sub-base, and adjacent AC work complete in place for the project. Concrete curb ramp shall conform to the provisions of Section 201-1 of the Standard Specifications for Public Works Construction and shall be placed in accordance with Section 303-5 of the Standard Specifications for Public Works Construction.

Concrete curb ramp shall be per Standard Plans for Public Works Construction, Standard Plan 111-5, case and type shall be determined in the field by the Engineer.

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BD-20
Concrete Curb Ramp shall be constructed to the line, grades and design as directed in the field by the Engineer. Existing surfaces to be joined shall be sawcut on a neat, straight line at the join location. The Contractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City. Truncated, detectable warning surface shall be yellow and 4’ wide and 3’ long minimum. A sample of material shall be approved by the City of Montebello prior to installation. Provision and installation of truncated detectable warning surface is a part of curb ramp construction and no further compensation will be allowed.

Payment for concrete curb ramp shall conform to the provisions of Subsection 303-5.9 of the Standard Specifications for Public Works Construction.

Payment for Construction of Concrete Curb Ramp shall be paid for at the contract unit price per Each (EA), and shall include full compensation for furnishing all labor, materials, tools, equipment, backfilling, grading, compacting, forming, pouring, finishing, hauling, proper disposing, and incidentals for doing all the work involved complete in place and no additional compensation will be allowed.

Payment for removal and replacement of two-foot-wide, full depth AC Pavement strip along the curb and gutter for forming purposes shall be included in this bid item of work and no additional compensation will be allowed.

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BD-21
Bid Alternative Items
Bid Item No. 1 Mobilization/Demobilization
Mobilization shall conform to the provisions of Sections 9-3.4 of the Standard Specifications.

Bid Item No. 2 - Traffic Control
Traffic Control, Traffic Control plan, construction signing and traffic maintenance shall comply with the provisions of Subsection 7-10 of the Standard Specification, Subsection 56-2 of the Caltrans Standard Specifications, and the current requirements set forth in the “Manual of Traffic Controls for Construction and Maintenance Work Zones” published by the Department of Transportation, State of California, and California Manual on Uniform Traffic Control Devices (CA-MUTCD), Latest Edition, by the Federal Highway Administration and California, the traffic control plans and these Special Provisions.

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BD-22
If determined by the Engineer that it is necessary to decrease these minimum distances to allow for the prosecution of the work, the Contractor shall provide all protective devices required by the Engineer to adequately protect the public.

The Contractor shall also coordinate with the street sweeping, trash disposal, Montebello Bus Lines and postal services agencies to ensure the safe operation of their vehicle and access in the construction area.

All trucks, which the Contractor proposes to use, that exceed the legal load limit when loaded will be required to have overweight permits issued by the City.

The Contractor shall be responsible for adequate barricading of the work area and controlling of traffic in the vicinity of the project as specified in Subsection 7-10 of the General Provisions.

PROTECTION OF WORK AND PUBLIC

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BD-23
The Contractor shall take all necessary measures to protect work and prevent accidents during any and all phases of the work. The Contractor shall repair all damaged pavement as a result of vandalism (i.e., vehicle tracks, footprints, graffiti, etc.) If deemed necessary by the City, the Contractor shall repair the defective area in accordance with these special provisions.

TRAFFIC MAINTENANCE
The Contractor shall be responsible for handling vehicular and pedestrian traffic in accordance with Subsection 7-10 of the Standard Specifications and these Special Provisions.

7. Notification Signs.

8. Existing and temporary lane lines.

9. Dimensions of the work zone and street improvements.

10. Advance warning signs.

11. Delineators

12. Lighting, for nighttime work.

The plans shall be submitted to the City at the preconstruction meeting prior to commencing work and shall incorporate a complete and separate plan for each stage of construction proposed by the Contractor. This plan shall indicate the sequence of lanes or portions of lanes being closed for each phase. The traffic control plans shall indicate the travel plan for each phase of construction.

The traffic control plans shall state:

4. That the plan will conform to “California Manual on Uniform Traffic Control Devices”, CA-MUTCD.

5. Emergency contact person and phone number.

6. Minimum lane widths and minimum clearance to obstructions.

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BD-24
The traffic control plan shall be approved by the City of Montebello prior to beginning any removals.

The Contractor shall furnish and install construction notification signs as shown on traffic control plans and as specified by the City of Montebello.

TEMPORARY GUIDE MARKERS
Temporary guide markers shall be portable Caltrans Standard Specifications approved delineators.

Only one type of temporary guide marker shall be used on any road at any one time.

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BD-25

Dry Reflective Value
Angle of Incidence 4º 5º 30º
White 250 165 50
Yellow 10 110 50
All tests for reflective values shall be performed in accordance with California Test Method No. 642.

STRIPING
Temporary striping and marking for traffic control shall conform to Section 310-5.6.5 of the Standard Specifications. Temporary striping and marking which has no further use shall be

Page 452 of 1202 ends

BD-26
removed by wet sandblasting, and all sand used in sandblasting shall be removed without delay as the sandblasting operation progresses.

The Contractor shall construct temporary A.C. ramps or equal to provide safe and drivable access to residents and business properties daily.

The Contractor shall coordinate all shipments and deliveries to businesses. If steel plates are required, they shall be provided by the Contractor at no additional cost to the City.

The Contractor shall be responsible for furnishing, placing and maintaining barricades and lights as necessary to protect the public from danger due to the work being done.

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BD-27
BMPs for Contractor activities shall be continuously implemented throughout the year and project time period. BMPs for erosion control and sedimentation shall be implemented during the period from October 15 to April 15, and whenever the National Weather Service Predicts rain within 24 hours. BMPs for erosion control and sedimentation shall also be implemented prior to the commencement of any Contractor activity or construction operation, which may produce run-off, and whenever run-off from other sources may occur.

This work shall consist of cutting existing asphalt concrete (AC) pavement to facilitate its removal.

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BD-28
During the cold milling operation, the Contractor shall remove all loosened materials from milled areas, haul away and dispose of them at a legal site as specified in Sub-section 300-1.3 of Standard Specifications for Public Works Construction and submit evidence of the proper disposal to the City of Montebello. The Contractor shall abate dust nuisance by cleaning, sweeping, and sprinkling with recycled water (if available) or other means as necessary.

Any petromat found during grinding shall be removed by scraping and by burning it with a torch.

Also, The Contractor shall remove all asphalt residuals along existing gutter.

Bid Item No. 5 – Construct 2" AC Overlay
All work shall conform to Sections 302-5 and 400-4 of the “Standard Specifications for Public Works Construction” and these Special Provisions.

Contractor shall use C2-PG 64-10 for 1” and 2” A.C. overlay.

The Contractor shall use a PG Asphalt Binder.

PG Asphalt binder shall conform to the following requirements:

1. Description
Asphalt shall consist of refined petroleum or a mixture of refined liquid asphalt and refined solid asphalt, prepared from crude petroleum. Asphalt shall be:

A. Free from residues caused by the artificial distillation of coal, coal tar, or paraffin.

B. Free from water.

C. Homogeneous.

2. Materials
A.General

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BD-29
The Contractor shall furnish asphalt in conformance with the State of California Department of Transportation (Caltrans) “Certification Program for Suppliers of Asphalt.” Caltrans maintains the program requirements, procedures, and a list of approved suppliers can be obtained from (Caltrans).

The Contractor shall ensure the safe transportation, storage, use, and disposal of asphalt.

The Contractor shall prevent the formation of carbonized particles caused by overheating asphalt during manufacturing or construction.

B. Grades
Performance graded (PG) asphalt binder shall be PG 64-10 and conform to the following:

3.0 3.0 3.0 3.0 3.0
Dynamic Shear,
Test Temp. at 10 rad/s, ºC
Mínimum G*/sin(delta),
kPa
T315
58 1.00
64 1.00
64 1.00
64 1.00
70 1.00
RTFO Test e,
Mass Loss, Maximum, %
T240

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BD-30
Notes:
a. Recommended as asphalt rubber base stock for high mountain and high desert area. b. The Engineer may waive this specification if the supplier is a Quality Supplier as defined by the Caltrans’ “Certification Program for Suppliers of Asphalt.” c. The Engineer may waive this specification if the supplier certifies the asphalt binder can be adequately pumped and mixed at temperatures meeting applicable safety standards.
d. The sample will be tested at 3ºC higher if it fails at the specified test temperature.

C. Sampling
The Contractor’s asphalt supplier shall provide a sampling device in the asphalt feed line connecting the plant storage tanks to the asphalt weighing system or spray bar.

The sampling device shall be accessible between 600 and 750 mm (30 inches) above the platform. The supplier shall provide a receptacle for flushing the sampling device.

The Contractor’s supplier shall replace failed valves.

The City Engineer will determine the exact temperature of paving asphalt.

0.300
0 300

0.300
-6
300

0.300
-18
300

0.300
0 300

0.300

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BD-31
PC, will be required to 95 percent in conformance with the requirements set forth in Section 301-

1.3 of the Standard Specifications for Public Works Construction.

The Contractor shall be responsible for maintaining location of, and access to, all water line gate valves during construction operations.

The City will not compensate the Contractor for any additional costs incurred by change or lack of availability of asphalt binders or variation of oil pipes.

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BD-32
Temporary asphalt concrete work where required by the Engineer for traffic control or other purposes shall be considered included in the price bid for Traffic Control and no additional compensation will be allowed.

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BD-0
APPENDIX “A”

LIST OF STANDARD PLANS

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CITY OF MONTEBELLO

BELLA VERDE DRIVE PAVEMENT REHABILITATION PROJECT
(FROM N. GARFIELD AVE TO THE END OF THE STREET AT THE GOLF

COURSE)
C.P. No. 918

LIST OF STANDARD PLANS
Plan No. Description
Standard Plans for Public Works Construction:

SPPWC 111-5 Curb Ramp
SPPWC 112-2 Curb and Sidewalk Joints
SPPWC 113-2 Sidewalk & Driveway Replacement
SPPWC 205-2 Sewer Manhole Adjustment
SPPWC 206-2 Manhole Raising Rings
CALTRANS:

A20A, A20B and A20D Pavement Markers and Traffic Lines
A24A, A24C, A24D, A24E, A24F and A24G Pavement Markings, Arrows, Words, Symbols, Numerals, Limits &
Crosswalk Lines

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APPENDIX “B”

DEPARTMENT OF INDUSTRIAL RELATIONS (DIR)

CONTRACTOR REGISTRATION NUMBER FORM

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Department of Industrial Relations (DIR)
Contractor Registration Number
Beginning July 1, 2014, contractors must register with the Department of Industrial Relations (DIR) before bidding on public works contracts in California. For more information, please refer to this section of the Department of Industrial Relations Website:
http://www.dir.ca.gov/Public-Works/PublicWorks.html.

Per this requirement, provide the following information:
______________________________________________________________________ Contractor Name
Contractor Department of Industrial Relations Registration Number:
______________________________________________________________________ Expiration Date of Registration Number
*(THIS FORM MUST BE SUBMITTED WITH THE SEALED BID) *

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APPENDIX “C”

MAP OF IMPROVEMENTS

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APPENDIX “D”

PROJECT SIGN

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Statutory Exemptions. State code number:

_______________________________________________
Print Form
Notice of Exemption Appendix E
To: Office of Planning and Research From: (Public Agency): ____________________________ P.O. Box 3044, Room 113 _______________________________________________ Sacramento, CA 95812-3044 County Clerk
(Address)
___________________________
___________________________
County of: __________________
Project Title: ____________________________________________________________________________ Project Applicant: ________________________________________________________________________ Project Location - Specific:

Project Location - City: ______________________ Project Location - County:

Description of Nature, Purpose and Beneficiaries of Project:
_____________________
Name of Public Agency Approving Project: _____________________________________________________ Name of Person or Agency Carrying Out Project: ________________________________________________ Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
Reasons why project is exempt:

Lead Agency
Contact Person: ____________________________ Area Code/Telephone/Extension: _______________ If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No Signature: ____________________________ Date:

Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. _______________
Categorical Exemption. State type and section number: ____________________________________ ______________________________________________
______________ Title: _______________________
Revised 2011

ATTACHMENT B

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ITEM # 22

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT
TO: Honorable Mayor and City Council Members
FROM: Raul Alvarez, City Manager

BY: Cesar Roldan, Director
SUBJECT: ADOPT PLANS, SPECIFICATIONS, AND ENGINEER'S ESTIMATE FOR

UPGRADES TO THE MONTEBELLO CITY PARK BASEBALL FIELD
RENOVATION PROJECT - CP 928 AND AUTHORIZATION TO

PROCEED WITH BID ADVERTISEMENT
DATE: July 24, 2024
RECOMMENDATIONS:

It is recommended that the City Council:

1. Approve Environmental Assessment pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption under the California Environmental Quality Act (CEQA); and

2. Adopt plans, specifications and engineer’s estimate for the Montebello City Park Baseball Field Renovation Project – CP 922; and

3. Authorize staff to proceed with bid advertisement for construction; and

4. Take such additional, related action that may be desirable.

FISCAL IMPACT:

The construction cost for the Montebello City Park Baseball Field Renovation Project – CP 922 is approximately $497,200 and will be funded by the City's Measure A Parks Fund (Fund 221). Approval of this action will allow staff to proceed with the bidding for this capital project. As soon as the staff evaluates all bids, a recommendation will be made at a future city council meeting and include a well-defined structured budget. No budget amendments are currently needed; however, staff will request amending the Fiscal Year 2024-25 adopted budget at the time of contract award to appropriate funding in the Measure A fund.

BACKGROUND/DISCUSSION:

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CITY COUNCIL AGENDA REPORT - MEETING OF JULY 24, 2024

Page 2 of 3 ends

In November 2016, Measure A (The Safe, Clean Neighborhood Parks, Open Space, Beaches, River Protection, and Water Conservation Measure) was approved by voters in Los Angeles County. Measure A replaces the expiring Proposition A (not the Local Return Fund Proposition A) to ensure parks, open spaces, beaches, and waterways are built and protected for future generations. Measure A is distributed into seven funding categories, one of them being the Annual Allocations program. Annual allocations are distributed using set formulas and are distributed to local municipalities on an annual basis. Municipalities must submit an application for proposed funding and have the option to allow funds to accrue.

The Montebello City Park Baseball Field Renovation Project has been approved by Los Angeles County's Regional Parks and Open Space District for use of the City's Annual Allocation Funds.

The proposed project makes needed safety and accessibility improvements to the baseball field at Montebello City Park which is currently underutilized due to its condition.

The project will revitalize the area by renovating the baseball field’s infield and outfield surfaces and replacing the dugouts, bleachers, irrigation systems, outfield turf and fencing. The project aims to increase utilization of the baseball field by local schools, sports organizations, and City youth sports programs. The City’s Parks Master Plan includes a Site Specific Plan for Montebello City Park which was developed utilizing community feedback. The Site Specific Plan recommends improvements to this area that are the focus of the scope of work for the project.

The final construction plans and specifications will be completed in accordance with applicable engineering standard specifications and will be consistent with the City’s procurement and purchasing manual. The contract plans and specifications will be made available at the City Clerk’s Office so that the public may view them.

The City Council is required to approve and adopt plans, specifications and working details, and authorize the bid request for all public projects. The bid advertisement is consistent with Public Contract Code sections 20161 and 20162, which mandates California public works projects to be competitively bid. This action is also consistent with Montebello Municipal Code 3.20.110 - Bidding procedure prescribed.

With City Council's approval, staff will advertise the project for bid in a local newspaper of general circulation and submit the Notice Inviting Bid (NIB) to Planet Bids. The following tentative schedule has been identified for the bid process:

Tasks Timeline
Bidding Period July 26, 2024 – August 22, 2024
Questions or Request for Information August 14, 2024 at 5:00 PM Bid Opening August 22, 2024 at 11:00 AM
Tentative Award of Contract September 11, 2024
Commence Construction September 2024

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CITY COUNCIL AGENDA REPORT - MEETING OF JULY 24, 2024

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Complete Construction December 2024
Close out Project January 2025
ENVIRONMENTAL:

The proposed project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption (Existing Facilities). The project results in minor alterations to existing public facilities involving no significant expansion of the existing use. The project is not anticipated to have any significant impacts with regards to traffic, noise, air quality, or water quality. There are adequate utilities and public services to serve the project (Attachment C).

ANALYSIS:

N/A
SUMMARY:

Upon City Council approval, staff will proceed with the recommended actions to adopt plans, specifications, and engineer's estimate for upgrades to the Montebello City Park Baseball Field Project (CP 928) and authorize staff to proceed with advertising for construction bids. Upon award of contract, staff will include a recommendation to amend the FY 2024-25 budget based on the project's estimated total budget.

ATTACHMENT(S)

1. Attachment A - Plans

2. Attachment B - Specifications

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ACUNA PARK

SENIOR CITIZEN CENTER CITY OF MONTEBELLO AND MONTEBELLO PARK CHURCH

MONTEBELLO

PLYMOUTH

MONTEBELLO

SHOPPING CENTER

MONTEBELLO

UNIFIED SCHOOL DISTRICT MONTEBELLO

CHRISTIAN

FELLOWSHIP / SCHOOL

APARTMENT BUILDING

FREMONT ELEMENTARY
SCHOOL

MONTEBELLO CITY HALL POLICE STATION LIBRARY

HOSPITAL BEVERLY

WASHINGTON ELEMENTARY SCHOOL

POST OFFICE

MONTEBELLO INTERMEDIATE SCHOOL

SHOPPING
CENTER
SAINT

CENTER AND
SCHOOL

BENEDICT PARISH
ST JOHNS E. S. AND CHURCH

BEVERLY MEDICAL PLAZA

MONTEBELLO

LAND & WATER CO

MONTEBELLO CITY PARK

BASEBALL FIELD REFURBISHMENT

VICINITY MAP
PROJECT NO. XXXX
CIP NO. 928
PROJECT UTILITY CONTACTS:

LA MERCED

ELEMENTARY
SCHOOL
PROFESSIONAL ENGINEER'S NOTE:

UNAUTHORIZED CHANGES AND USES:

LEGEND:

LOCATION MAP

CITY OF PICO RIVERA

CITY OF MONTEBELLO

CONSTRUCTION BRIDGING DOCUMENT

PROJECT

LOCATION

MARK THOMAS & COMPANY
2121 ALTON PARKWAY, SUITE 210
IRVINE, CA 92606
NO. DATE BY DESCRIPTION APPROV.

REVISIONS UNDER THE SUPERVISION OF:

DRAWN BY:

CHECKED BY: DATE:

CITY ENGINEER
REVIEWED BY:

DATE

MONTEBELLO CITY PARK BASEBALL FIELD

REFURBISHMENTS
Sheet of
Sheet Number:
12 J:\MONTEBELLO-22-00179 AS-NEEDED SVCS\_TOX-BASEBALL FIELD RENOVATION\CADD\SHEETS\MBF_T-1.DWG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES

NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN

THE LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

ASHLEY H.

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1 TITLE SHEET
T-1

ATTACHMENT A

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MARK THOMAS & COMPANY
2121 ALTON PARKWAY, SUITE 210 GENERAL NOTES
G-1
IRVINE, CA 92606
NO. DATE BY DESCRIPTION APPROV.

REVISIONS UNDER THE SUPERVISION OF:

DRAWN BY:

CHECKED BY: DATE:

CITY ENGINEER
REVIEWED BY:

DATE

MONTEBELLO CITY PARK BASEBALL FIELD

REFURBISHMENTS
Sheet of
Sheet Number:
12 J:\MONTEBELLO-22-00179 AS-NEEDED SVCS\_TOX-BASEBALL FIELD RENOVATION\CADD\SHEETS\MBF_G-1.DWG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES

NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN

THE LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

ASHLEY H.

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EXISTING CONDITIONS SURVEY PLAN

MARK THOMAS & COMPANY
2121 ALTON PARKWAY, SUITE 210 SP-1
IRVINE, CA 92606
NO. DATE BY DESCRIPTION APPROV.

REVISIONS UNDER THE SUPERVISION OF:

DRAWN BY:

CHECKED BY: DATE:

CITY ENGINEER
REVIEWED BY:

DATE

MONTEBELLO CITY PARK BASEBALL FIELD

REFURBISHMENTS
Sheet of
Sheet Number:
12 J:\MONTEBELLO-22-00179 AS-NEEDED SVCS\_TOX-BASEBALL FIELD RENOVATION\CADD\SHEETS\MBF_S-1.DWG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES

NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN

THE LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

ASHLEY H.

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UNKNOWN VALVE

POWER POLE

BOLLARD
POST

RIGHT OF WAY

CENTERLINE
TREE
CONTOUR 5' INTERVAL
CONTOUR 1' INTERVAL

SPOT ELEVATION

WATER VALVE

CHAIN LINK FENCE

FINISHED GRADE

BOTTOM OF X

NATURAL GROUND

FINISH SURFACE

FLOW LINE

TOP OF CURB

ELECTRIC CABINET

ELECTRIC VAULT

STORM DRAIN INLET

FIRE HYDRANT

SURVEY MONUMENT
SIGN

WATER METER

STORM DRAIN MANHOLE

CONTROL POINT

BENCHMARK

BAT RACK

FIELD LIGHTS POLE

BLEACHER FOOTING

WATER FOUNTAIN

HOME PLATE

SPEAKER POLE
LEGEND
3 MATCH LINE SEE ABOVE

MATCH LINE SEE BELOW
NOTE: SURVEY INFORMATION IN AUTOCAD FORMAT IS AVAILABLE AT THE CITY.

LIMIT-OF-WORK

W LOS ANGELES AVE

KEY MAP

TAYLOR AVE

PRIMARY PROJECT LIMITS

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DEMOLITION LEGEND

MARK THOMAS & COMPANY
2121 ALTON PARKWAY, SUITE 210 DL-1
IRVINE, CA 92606
NO. DATE BY DESCRIPTION APPROV.

REVISIONS UNDER THE SUPERVISION OF:

DRAWN BY:

CHECKED BY: DATE:

CITY ENGINEER
REVIEWED BY:

DATE

MONTEBELLO CITY PARK BASEBALL FIELD

REFURBISHMENTS
Sheet of
Sheet Number:
12 J:\MONTEBELLO-22-00179 AS-NEEDED SVCS\_TOX-BASEBALL FIELD RENOVATION\CADD\SHEETS\MBF_D-1.DWG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES

NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN

THE LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

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DEMOLITION LEGEND

ITEM DESCRIPTION NOTES
D-1 METAL POST ALONG CHAIN-LINK FENCE CONTRACTOR SHALL DEMOLISH AND REMOVE METAL POST BEHIND CHAIN-LINK FENCING ON SOUTH ACCESS POINT.

D-2 BALL FIELD BLEACHERS CONTRACTOR SHALL DEMOLISH AND REMOVE ALL EXISTING BALL FIELD BLEACHERS.

D-3 CONCRETE BELOW EXISTING BLEACHERS CONTRACTOR SHALL DEMOLISH AND REMOVE ALL EXISTING CONCRETE. CONTRACTOR SHALL PROTECT EXISTING SIDEWALK AND EXISTING TREES IN PLACE AS PER PLAN.

D-4 CONCRETE CURB, WOODEN PLANKS, AND WOODEN BEAMS AROUND BLEACHER BEHIND BACK STOP CONTRACTOR SHALL DEMOLISH AND REMOVE CONCRETE CURB AND WOODEN PLANKS ENCOMPASSING THE BLEACHER FOOTINGS AND WOODEN SUPPORT BEAMS OF EXISTING BALL FIELD BLEACHER BEHIND THE BACK STOP FOR INSTALLATION OF NEW CONCRETE.

D-5 CONCESSIONS BUILDING STRUCTURE
CONTRACTOR SHALL DEMOLISH AND REMOVE CONCESSIONS BUILDING STRUCTURE. CONTRACTOR DESIGNATED TO CONDUCT ABATEMENT OF THE ASBESTOS AND LEAD CONTAINING MATERIALS SHALL BE INFORMED ABOUT THESE FINDINGS PRIOR TO THE COMMENCEMENT OF ANY REMEDIATION. CONTRACTOR SHALL CONFORM TO LEAD AND ASBESTOS SURVEY LABORATORY RESULTS REPORT LOCATED BELOW. CONTRACTOR SHALL SUBMIT THE LEAD WASTE TO A LAB FOR WASTE CHARACTERIZATION PRIOR TO DISPOSING OF IT.

D-6 METAL POSTS AROUND BLEACHER BEHIND BACK STOP CONTRACTOR SHALL DEMOLISH AND REMOVE ALL SIX (6) METAL POSTS AROUND EXISTING 6-ROW BALL FIELD BLEACHER BEHIND BACK STOP.

D-7 UNDERGROUND DUGOUT CONTRACTOR SHALL DEMOLISH AND REMOVE EXISTING DUGOUT CONCRETE STRUCTURE, BENCH, STAIRS, CHAIN-LINK FENCING, DECK, AND POSTS CONNECTED TO THE EXISTING DUGOUT STRUCTURE AND REMOVE EXISTING DRAIN STRUCTURE.

D-8 ASPHALT CONTRACTOR SHALL DEMOLISH AND REMOVE ALL ASPHALT PAVING WITHIN THE LIMIT-OF-WORK TO INSTALL NEW CONCRETE IN ITS PLACE.

D-9 CHAIN-LINK FENCING NEAR DUGOUT ALONG FIRST BASE LINE CONTRACTOR SHALL DEMOLISH AND REMOVE SIX (6) WARPED AND RUSTED PANELS OF CHAIN-LINK FENCING AND RAILS. THE SIX (6) PANELS INCLUDE THE TOP THREE (3) PANELS AND BOTTOM THREE (3) PANELS LOCATED TO THE RIGHT OF THE EXISTING DUGOUT CONCRETE STRUCTURE ALONG THE FIRST BASE.

D-10 CONCRETE WALKWAY AND CURB CONTRACTOR SHALL DEMOLISH AND REMOVE ALL EXISTING CONCRETE WHERE NEW CONCRETE PAVEMENT WILL BE INSTALLED. REFER TO LAYOUT PLANS FOR LOCATION AND LIMITS OF CONCRETE INSTALLATION.

D-11 TURF CONTRACTOR SHALL DEMOLISH AND REMOVE ALL OUTFIELD TURF IN BALL FIELD FOR SPORTS TURF INSTALLATION.

D-12 HYDRAULIC AND BATTERY-OPERATED IRRIGATION CONTROL VALVES AND IRRIGATION CONTROLLER CONTRACTOR SHALL REPLACE EXISTING IRRIGATION CONTROLLER WITH A NEW 36-STATION IRRIGATION CONTROLLER, REPLACE ALL HYDRAULIC AND BATTERY-OPERATED IRRIGATION CONTROL VALVES FOR REPLACEMENT WITH NEW ELECTRIC REMOTE CONTROL VALVES, AND INSTALL ASSOCIATED CONTROL WIRE. CONTRACTOR TO VERIFY THE EXISTING IRRIGATION WATER MAINLINE PRESSURE. NEW VALVES SHALL CONNECT TO EXISTING MAIN LINE.

D-13 BAT RACK CONTRACTOR SHALL DEMOLISH AND REMOVE BOTH EXISTING BAT RACKS AT EACH DUGOUT.

D-14 CONCRETE CURB UNDER FIRST ROW OF BLEACHERS CONTRACTOR SHALL DEMOLISH AND REMOVE CONCRETE SLAB BELOW FIRST ROW OF BLEACHERS ALONG FIRST BASE.

D-15 CONCRETE BLEACHER FOOTINGS CONTRACTOR SHALL DEMOLISH AND REMOVE ALL EXISTING CONCRETE BLEACHER FOOTINGS TO MIN. 2' BELOW FINISH GRADE.

D-16 CONCRETE CURB AT NEW CHAIN-LINK FENCE GATES CONTRACTOR SHALL DEMOLISH AND REMOVE CONCRETE CURBS AT PROPOSED CHAIN-LINK FENCE GATE LOCATIONS FOR ACCESSIBILITY. FINISHED GRADE SHALL BE FLUSHED WITH IN-FIELD.

D-17 CONCRETE CURB CONTRACTOR SHALL DEMOLISH AND REMOVE EXISTING CONCRETE CURB TO ALLOW FOR NEW RAISED CURB CONNECTION TO BE ALIGNED. 4 LEAD AND ASBESTOS SURVEY - LABORATORY RESULTS

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DEMOLITION PLAN

MARK THOMAS & COMPANY
2121 ALTON PARKWAY, SUITE 210 DP-1
IRVINE, CA 92606
NO. DATE BY DESCRIPTION APPROV.

REVISIONS UNDER THE SUPERVISION OF:

DRAWN BY:

CHECKED BY: DATE:

CITY ENGINEER
REVIEWED BY:

DATE

MONTEBELLO CITY PARK BASEBALL FIELD

REFURBISHMENTS
Sheet of
Sheet Number:
12 J:\MONTEBELLO-22-00179 AS-NEEDED SVCS\_TOX-BASEBALL FIELD RENOVATION\CADD\SHEETS\MBF_D-1.DWG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES

NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN

THE LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

ASHLEY H.

TAISHIRO G. 7/16/2024
ASHLEY H.

D-1
D-2,
TYP. D-3
D-4
D-5
D-6
D-8
D-8
D-9
D-10
D-2
D-2
D-13
D-13
D-14
D-15,
TYP.

D-15
D-15
D-7
D-17
D-7
5 MATCH LINE SEE ABOVE

MATCH LINE SEE BELOW
D-7
D-16
D-16
D-11
D-11

W LOS ANGELES AVE

KEY MAP

TAYLOR AVE

PRIMARY PROJECT LIMITS

EXISTING CONCRETE AREA WITH HATCHES
SHALL BE PROTECTED IN PLACE, TYP.

EXISTING TREE TO BE
PROTECTED IN PLACE (TYP.)

LIMIT-OF-WORK

EXISTING TREE TO BE
PROTECTED IN PLACE (TYP.) EXISTING BUILDING TO

BE PROTECTED IN PLACE

ELECTRICAL VAULT TO BE
FIELD LIGHTS TO BE PROTECTED IN PLACE (TYP.)
PROTECTED IN PLACE (TYP.)

FIELD LIGHTS TO BE

PROTECTED IN PLACE
(TYP.)

UTILITY POLE TO BE

PROTECTED IN PLACE
(TYP.)

EQUIPMENT, BOLLARDS,

AND EQUIPMENT PADS TO

BE PROTECTED IN PLACE
(TYP.)

EXISTING BUILDING TO

BE PROTECTED IN PLACE

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DEMOLITION PLAN

MARK THOMAS & COMPANY
2121 ALTON PARKWAY, SUITE 210 DP-2
IRVINE, CA 92606
NO. DATE BY DESCRIPTION APPROV.

REVISIONS UNDER THE SUPERVISION OF:

DRAWN BY:

CHECKED BY: DATE:

CITY ENGINEER
REVIEWED BY:

DATE

MONTEBELLO CITY PARK BASEBALL FIELD

REFURBISHMENTS
Sheet of
Sheet Number:
12 J:\MONTEBELLO-22-00179 AS-NEEDED SVCS\_TOX-BASEBALL FIELD RENOVATION\CADD\SHEETS\MBF_D-1.DWG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES

NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN

THE LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

ASHLEY H.

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ASHLEY H.

D-11
D-12
D-12
6 W LOS ANGELES AVE

KEY MAP

TAYLOR AVE

PRIMARY PROJECT LIMITS

Page 503 of 1202 ends

LAYOUT LEGEND

MARK THOMAS & COMPANY
2121 ALTON PARKWAY, SUITE 210 LL-1
IRVINE, CA 92606
NO. DATE BY DESCRIPTION APPROV.

REVISIONS UNDER THE SUPERVISION OF:

DRAWN BY:

CHECKED BY: DATE:

CITY ENGINEER
REVIEWED BY:

DATE

MONTEBELLO CITY PARK BASEBALL FIELD

REFURBISHMENTS
Sheet of
Sheet Number:
12 J:\MONTEBELLO-22-00179 AS-NEEDED SVCS\_TOX-BASEBALL FIELD RENOVATION\CADD\SHEETS\MBF_L-1.DWG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES

NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN

THE LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

ASHLEY H.

TAISHIRO G. 7/16/2024
ASHLEY H.

SITE AMENITIES LEGEND

ITEM DESCRIPTION HEIGHT MATERIAL/MODEL MANUFACTURER COLOR FINISH NOTES SA-1 BALL FIELD BLEACHER - 5 ROWS (15') MODEL #: 5.15ADACLF-GS

CALIFORNIA BLEACHERS
(951.845.6000) OR

APPROVED EQUAL

ALUMINUM GALVANIZED FRAME

CONTRACTOR SHALL ASSEMBLE AND INSTALL ALUMINUM SEAT, GALVANIZED FRAMED BLEACHERS THAT MEET ADA REQUIREMENTS ALONG FIRST BASE LINE AND THIRD BASE LINE.

INSTALL PER MANUFACTURER'S INSTRUCTION AND RECOMMENDATIONS. CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL.

SA-2 BALL FIELD BLEACHER - 6 ROWS (27') MODEL #: 6.27ADACLF-GS

CALIFORNIA BLEACHERS
(951.845.6000) OR

APPROVED EQUAL

ALUMINUM GALVANIZED FRAME

CONTRACTOR SHALL ASSEMBLE AND INSTALL ALUMINUM SEAT, GALVANIZED FRAMED BLEACHERS THAT MEET ADA REQUIREMENTS BEHIND BACK STOP. INSTALL PER MANUFACTURER'S INSTRUCTION AND RECOMMENDATIONS. CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL.

SA-3 BALL FIELD DUGOUT FENCING
8'-0" HT. (TO
TOP OF
DUGOUT

FENCE AND

ENTIRE ROOF
AREA)

POST & CAP HOT DIPPED GALVNIZED STEEL

MASTER HALCO
(800.883.8384) OR

APPROVED EQUAL

MATCH EXISTING GALVANIZED
CONTRACTOR SHALL INSTALL POSTS EVERY 10' IN CONCRETE FOOTINGS. CONCRETE FOOTINGS SHALL BE 18" DIAMETER CIRCLE AND 5' DEEP. CONTRACTOR SHALL VERIFY LOCATION PRIOR TO INSTALLATION. POSTS AND CONCRETE POST FOOTINGS SHALL BE CENTERED IN CONCRETE CURB. TOP OF FOOTING TO BE HELD BELOW GRADE TO RECEIVE CONCRETE CURB/PAVING.

CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL.

RAIL HOT DIPPED GALVANIZED STEEL

MASTER HALCO
(800.883.8384) OR

APPROVED EQUAL

MATCH EXISTING GALVANIZED

CONTRACTOR SHALL INSTALL RAIL AT THE SAME HEIGHT AS ADJACENT EXISTING RAILS ON CHAIN-LINK FENCING WITH SAME HEIGHT. CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL.

CHAIN-LINK
GALVANIZED CHAIN LINK FABRIC:

MATCH EXISTING SIZE OF GAUGE WIRE

AND MESH

MASTER HALCO
(800.883.8384) OR

APPROVED EQUAL

MATCH EXISTING GALVANIZED

CONTRACTOR SHALL COMPLETE PERIMETER BALL FIELD FENCING WHERE IT WAS DEMOLISHED PRIOR TO INSTALLING ROOF AND (3) THREE SIDES OF DUGOUT FENCING. CONTRACTOR SHALL INSTALL CHAIN-LINK FENCING ON ROOF, (2) TWO SIDES, AND BACK SIDE TOWARDS THE STREET.

THE SIDE FARTHER FROM THE HOME PLATE SHALL HAVE A 4' OPENING FOR DUGOUT ACCESS FROM THE BLEACHER SIDE. THE FRONT OPEN SIDE SHALL CONNECT TO THE PERIMETER BALL FIELD FENCING. THE ROOF TOP CHAIN-LINK FENCE SHALL BE SLOPED 12" (9' TO 8' HEIGHT), SLOPING UP TOWARDS THE IN-FIELD. DUGOUT FENCE TO TERMINATE AT EXISTING POSTS OR NEW POSTS PER PLAN. CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL.

MESH NETTING OPEN MESH POLYPROPYLENE NETTING
(87% SHADE)
NJP SPORTS (800.773.4657)

OR APPROVED EQUAL BLACK

WINDSCREEN TO HAVE

ANTI-BILLOW TABS WITH
GROMMETS AT 1' O.C. MAX. HEM

TO BE FOUR-PLY WITH GROMMETS
AT 1' O.C. MAX.

CONTRACTOR SHALL INSTALL WINDSCREEN ON THE CHAIN-LINK FENCING ROOF PANEL ON TOP OF THE DUGOUT, (2) TWO SIDES, AND BACK SIDE FACING THE STREET. WINDSCREENS ON VERTICAL SIDES OF DUGOUT TO BE INSTALLED 18" ABOVE FINISH SURFACE OR GRADE.

CONTRACTOR TO SUBMIT SHOP DRAWING AND SAMPLE FOR APPROVAL.

CONCRETE CURB NATURAL GRAY

LIGHT SANDBLAST OR APPROVED
EQUAL (TYP.)
CONTRACTOR SHALL INSTALL 6" HIGH RAISED CONCRETE CURB WITH ADDITIONAL 10" DEPTH ON TOP OF CONCRETE POST FOOTINGS BELOW FINISH SURFACE. POSTS SHALL BE SET PRIOR TO POURING CONCRETE. 1
4" RADIUS ON TOP EDGES OF CURB. REINFORCE WITH #4 REBAR.

CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL.

SA-4 BALL FIELD DUGOUT GATE 7'-0" HT. FRAME & CHAIN-LINK MATCH EXISTING

MASTER HALCO
(800.883.8384) OR

APPROVED EQUAL

MATCH EXISTING GALVANIZED CONTRACTOR SHALL INSTALL NEW DUGOUT GATE TO OPEN IN THE DIRECTION SHOWN ON PLAN. CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL.

GATE LOCK ASSEMBLY LOCKABLE HEAVY DUTY FORK LATCH

FOR ALL (NEW AND EXISTING) GATES

MASTER HALCO
(800.883.8384) OR

APPROVED EQUAL

GALVANIZED

STEEL GALVANIZED
CONTRACTOR SHALL INSTALL GATE LOCK ASSEMBLY TO EACH NEW CHAIN-LINK GATE.

REPLACE OR INSTALL A NEW GATE LOCK ASSEMBLY ON EXISTING GATES. CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL.

SA-5 BALL FIELD DUGOUT BENCH
PLAYERS BENCH - 21' LENGTH, SURFACE
MOUNT
MODEL #: PB21

CALIFORNIA BLEACHERS
(951.845.6000) OR

APPROVED EQUAL

ALUMINUM
CONTRACTOR SHALL INSTALL BENCH 8" FROM CHAIN-LINK FENCE. CONTRACTOR TO SUBMIT PRODUCT DATA FOR APPROVAL.

SA-6 BAT RACK SURFACE MOUNT (15 BATS)
MODEL #: LA-BR-15SM
L.A. STEELCRAFT
(866.210.5316) OR

APPROVED EQUAL
ALUMINUM GALVANIZED CONTRACTOR SHALL INSTALL BAT RACK AT BOTH DUGOUTS. CONTRACTOR TO SUBMIT PRODUCT DATA FOR APPROVAL.

SA-7 ADA COMPANION SEATING
CONTRACTOR SHALL ALLOCATE SPACING (3' x 4') FOR ADA COMPANION SEATING INSIDE BOTH DUGOUTS. CONTRACTOR TO SUBMIT PRODUCT DATA FOR APPROVAL.

CONSTRUCTION NOTES

1. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.

2. CONTRACTOR SHALL PROVIDE A MOCK-UP AND SAMPLE, AND SUBMIT SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

4. CONTRACTOR SHALL REVIEW LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO SETTING.

5. INSTALL PER MANUFACTURER RECOMMENDATION AND INSTRUCTION.

6. CONTRACTOR SHALL INSTALL ALL BLEACHERS TO BE LEVELED ON CONCRETE.

7. CONTRACTOR SHALL INSTALL NEW CHAIN-LINK FENCING WITH BOTTOM WOOD TRIM PLANKS OR CONCRETE CURB AT FINISHED SURFACE TO MATCH ADJACENT EXISTING AESTHETIC.

9. CONTRACTOR SHALL ROUGHEN, APPLY SAND BLAST FINISH TO MATCH THE NEW CONCRETE FINISH, AND CLEAN EXISTING CONCRETE TO REMAIN.

10. COMPACT SOIL TO 95% UNDER THE CONCRETE PAVING.

11. SITE ELEMENTS SUCH AS CONCRETE PAVING AND JOINTS ARE TO CONTINUE UNDERNEATH SITE FURNITURE SUCH AS BLEACHERS, BAT RACKS AND PLAYERS' BENCHES.

12. REBAR TO HAVE MINIMUM 3" CONCRETE COVERING, TYP.
7

Page 504 of 1202 ends

LAYOUT LEGEND

MARK THOMAS & COMPANY
2121 ALTON PARKWAY, SUITE 210 LL-2
IRVINE, CA 92606
NO. DATE BY DESCRIPTION APPROV.

REVISIONS UNDER THE SUPERVISION OF:

DRAWN BY:

CHECKED BY: DATE:

CITY ENGINEER
REVIEWED BY:

DATE

MONTEBELLO CITY PARK BASEBALL FIELD

REFURBISHMENTS
Sheet of
Sheet Number:
12 J:\MONTEBELLO-22-00179 AS-NEEDED SVCS\_TOX-BASEBALL FIELD RENOVATION\CADD\SHEETS\MBF_L-1.DWG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES

NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN

THE LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

ASHLEY H.

TAISHIRO G. 7/16/2024
ASHLEY H.

CONSTRUCTION LEGEND

ITEM DESCRIPTION NOTES
C-1 FIELD LIGHT POLE CONTRACTOR SHALL PROTECT IN PLACE.

C-2 SPEAKER POLE CONTRACTOR SHALL PROTECT IN PLACE.

C-3 WATER FOUNTAIN
CURRENTLY NOT OPERATIONAL. THE CONTRACTOR IS TO TEST AND EVALUATE IF IT IS REPAIRABLE TO ADEQUATELY RUN AS INTENDED. CONTRACTOR IS TO REPORT AND COORDINATE WITH THE CITY IF IT IS EVALUATED TO BE NON-REPAIRABLE.

C-4 FIRE HYDRANT CONTRACTOR SHALL PROTECT IN PLACE.

C-5 ELECTRIC VAULT CONTRACTOR SHALL PROTECT IN PLACE.

C-6 ELECTRIC CABINET CONTRACTOR SHALL PROTECT IN PLACE ELECTRIC CABINETS AND CONCRETE PEDESTALS THEY ARE INSTALLED ON.

C-7 PUMP HOUSE BUILDING CONTRACTOR SHALL PROTECT IN PLACE.

C-8 WATER METER CONTRACTOR SHALL PROTECT IN PLACE.

C-9 BOLLARD CONTRACTOR SHALL PROTECT IN PLACE.

C-10 POWER POLE CONTRACTOR SHALL PROTECT IN PLACE.

C-11 SIGN CONTRACTOR SHALL PROTECT IN PLACE.

C-12 BALL FIELD DUGOUT HOLE CONTRACTOR SHALL BACKFILL THE DEMOLISHED DUGOUT HOLE WITH IMPORTED FILL AND TOP WITH BRICK DUST, THICKNESS AND TYPE MATCHING THE EXISTING BASEBALL FIELD TO A LEVEL FINISH.

C-13 BALL FIELD DUGOUT PAD
CONCRETE PAD - 4" THICK
COLOR/FINISH: NATURAL GRAY, LIGHT SANDBLAST FINISH
CONTRACTOR SHALL INSTALL CONCRETE PAD AS BASE OF DUGOUT.

C-14 DRAIN AT DUGOUT
8" INLINE DRAIN
MODEL #: 2708AG
MANUFACTURER: NYLOPLAST OR APPROVED EQUAL

CONTRACTOR SHALL CONNECT DRAIN TO EXISTING OUTLET PIPE, MATCH EXISTING PIPE SIZE AND MATERIAL. CONTRACTOR SHALL FLUSH AND CLEAN EXISTING OUTLET PIPE PRIOR TO CONNECTION. REFER TO GRADING PLAN FOR GRATE ELEVATION. CONTRACTOR TO SUBMIT PRODUCT DATA FOR APPROVAL.

C-15 PIPE BENEATH BLEACHER CONTRACTOR SHALL ABANDON, CUT AND CAP EXISTING VERTICAL PIPE 18" MIN. BELOW FINISH SURFACE.

C-16 SPORTS TURF - IN OUTFIELD

TIFTUFTM HYBRID BERMUDA
MANUFACTURER: A-G SOD FARMS OR APPROVED EQUAL
GRADING OF THE NEW TURF SHALL MATCH THE EXISTING. CONTRACTOR SHALL INSTALL INFIELD AND TURF

OUTFIELD TO THE EDGE OF THE FENCE WHICH SHALL MEET MLB (MAJOR LEAGUE BASEBALL) STANDARD DIMENSIONS. THE INFIELD/OUTFIELD EDGES ARE TO BE SHOVELED CUT EDGE. BRICK DUST LIMITS AND IRRIGATION SHALL BE ADJUSTED ACCORDINGLY. SEE SHEET PP-1. CONTRACTOR TO SUBMIT PRODUCT DATA FOR APPROVAL.

C-17 CHAIN-LINK FENCING - 6 PANELS

GALVANIZED CHAIN-LINK FABRIC
MODEL: MATCH EXISTING SIZE OF GAUGE WIRE AND MESH.

MANUFACTURER: MASTER HALCO OR APPROVED EQUAL
CONTRACTOR SHALL INSTALL SIX (6) CHAIN-LINK FENCE PANELS. THE SIX (6) PANELS INCLUDE THE TOP THREE (3) PANELS AND BOTTOM THREE (3) PANELS LOCATED TO THE RIGHT OF THE EXISTING DUGOUT CONCRETE STRUCTURE ALONG THE FIRST BASE.

RAIL
MODEL: HOT DIPPED GALVANIZED STEEL, MATCH EXISTING
MANUFACTURER: MASTER HALCO OR APPROVED EQUAL

CONTRACTOR SHALL INSTALL RAIL AT THE SAME HEIGHT AS ADJACENT EXISTING RAILS ON CHAIN-LINK FENCING WITH SAME HEIGHT.

C-18 ANGLED CHAIN-LINK FENCE POST CONTRACTOR SHALL RESET THE POST PLUMB.

C-19 CHAIN-LINK FENCE GATE RELOCATION CONTRACTOR SHALL RELOCATE EXISTING CHAIN-LINK FENCE GATES AND REFER TO EXISTING CONFIGURATION. REPAIR COMPONENTS OF GATE IF IN POOR OR INOPERABLE CONDITION.

C-20 STORM DRAIN MANHOLE CONTRACTOR SHALL PROTECT IN PLACE.

C-21 UNKNOWN VALVE CONTRACTOR SHALL PROTECT IN PLACE.

C-22 CHAIN-LINK FENCE GATE CONTRACTOR SHALL PROTECT IN PLACE. REPAIR COMPONENTS OF GATE IF IN POOR OR INOPERABLE CONDITION.
8 PAVING LEGEND

ITEM DESCRIPTION NOTES
P-1 CONCRETE WALKWAY PAVING
CONCRETE - 4" THICK
COLOR/FINISH: NATURAL GRAY, LIGHT SANDBLAST FINISH
CONTRACTOR SHALL INSTALL CONCRETE WALKWAY AS 4" THICK AND 6" THICK UNDER BLEACHERS. 6" THICK WILL EXTEND TO THE FIRST CONCRETE JOINT BEYOND THE BLEACHER FOOTPRINT. CONTRACTOR TO SUBMIT MOCK-UP FOR APPROVAL.

P-2 CONCRETE PAVING UNDER

BLEACHERS (ALONG THIRD BASE)
CONCRETE - 6" THICK
COLOR/FINISH: NATURAL GRAY, LIGHT SANDBLAST FINISH
CONTRACTOR SHALL INSTALL CONCRETE WITH 6" DEPTH WITH #4 REBAR 18" ON-CENTER, MIN.

CONTRACTOR SHALL ROUGHEN AND CLEAN EXISTING CONCRETE PAD UNDER BLEACHERS ALONG THIRD BASE TO REMAIN. APPLY LIGHT SANDBLAST TO MATCH THE NEW ADJACENT CONCRETE PAVING.

APPLY JOINTS PER PLAN.

P-3

CONCRETE PAVING UNDER

BLEACHERS (ALONG FIRST BASE AND

BEHIND HOME PLATE)
CONCRETE - 6" THICK
COLOR/FINISH: NATURAL GRAY, LIGHT SANDBLAST FINISH
CONTRACTOR SHALL INSTALL CONCRETE WITH 6" DEPTH WITH #4 REBAR 18" ON-CENTER, MIN.

CONCRETE SLAB SHALL BE MAX 2% SLOPE TO DRAIN TOWARDS SIDEWALK. MAXIMUM 6" ELEVATION CHANGE BETWEEN NEW BLEACHER CONCRETE PAD AND SIDEWALK.

P-4 DOWELED EXPANSION JOINT
3/8" FOAM FILLER WITH JOINT CAP AND MASTIC SEALANT
COLOR/FINISH: NATURAL GRAY, LIGHT SAND FINISH ON SEALANT

CONTRACTOR SHALL INSTALL DOWELED EXPANSION JOINT IN BETWEEN EXISTING CONCRETE AND NEW CONCRETE, AT NEW CONCRETE PAVING WITH #4 REBAR DOWEL 18" LONG @ 18" O.C.. INSTALL EXPANSION JOINTS IN BETWEEN EXISTING VERTICAL SURFACES AND NEW CONCRETE. CONTRACTOR TO

SUBMIT SHOP DRAWING FOR RECOMMENDED EXPANSION JOINT LOCATIONS CONFORMING TO CITY STANDARD, AND MOCK-UP FOR APPROVAL.

P-5 SCORE JOINT
SCORE JOINT TO BE 1
8" WIDE AND 13 OF THE CONCRETE PAVING THICKNESS IN DEPTH.

EXISTING CONCRETE PAVING UNDER BLEACHERS ALONG THIRD BASE TO HAVE SAWCUT JOINTS. ALL NEW CONCRETE PAVING TO HAVE TOOL JOINTS. REFER TO LAYOUT PLAN FOR SCORE JOINT PATTERN AND LOCATIONS. CONTRACTOR TO SUBMIT MOCK-UP FOR APPROVAL.

P-6 CONCRETE CURB
COLOR/FINISH: MATCH EXISTING

CONTRACTOR SHALL INSTALL AND CONNECT CONCRETE CURB TO BE SQUARE AND FLUSH WITH ADJACENT EXISTING CONCRETE CURB. 1/4" RADIUS ON TOP EDGES OF CURB.

P-7 CONCRETE WALL AT BACK STOP CONTRACTOR SHALL REPAINT THE CONCRETE WALL AT BACK STOP WITH MONTEBELLO BLUE COLOR WITH PAINT PER THE SPECIFICATION. CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL.

Page 505 of 1202 ends

5 EQ.
31'-6"
6'-2" 6'-2" 5'-11"
30' TYP. 9' TYP.
3'-3"
TYP.
11'
38'
7'-8"
6"
TYP.
2' CLR
MIN.
2 EQ. 5'-7" 4' TYP.
3 EQ.
5'-5"
6'-10" 8'
3'-6"
8' MIN.

LAYOUT PLAN

MARK THOMAS & COMPANY
2121 ALTON PARKWAY, SUITE 210 LP-1
IRVINE, CA 92606
NO. DATE BY DESCRIPTION APPROV.

REVISIONS UNDER THE SUPERVISION OF:

DRAWN BY:

CHECKED BY: DATE:

CITY ENGINEER
REVIEWED BY:

DATE

MONTEBELLO CITY PARK BASEBALL FIELD

REFURBISHMENTS
Sheet of
Sheet Number:
12 J:\MONTEBELLO-22-00179 AS-NEEDED SVCS\_TOX-BASEBALL FIELD RENOVATION\CADD\SHEETS\MBF_L-1.DWG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES

NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN

THE LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

ASHLEY H.

TAISHIRO G. 7/16/2024
ASHLEY H. MATCH LINE SEE ABOVE
SA-1
SA-2
SA-4
SA-3
SA-3
C-1
C-1
C-2
C-3
C-3
C-4
C-5
C-5
C-6
C-7
C-8
C-8
C-9
C-13
C-10
C-14
C-12
C-15
C-16
C-16
C-17
P-1
P-1
P-3
P-3
P-2
P-1
P-4
P-5
P-6
P-4
P-5
P-7
C-18
9 SA-4
SA-1
SA-5
SA-5
SA-6
SA-6

MATCH LINE SEE BELOW
SA-7
SA-7
C-11
C-14
C-20
C-21
C-19 P-1
P-2

EXISTING SIDEWALKS TO BE

PROTECTED IN PLACE

EXISTING SIDEWALKS TO BE

PROTECTED IN PLACE

EXISTING SIDEWALKS TO BE

PROTECTED IN PLACE
DESIGN INTENT: CONCRETE RAISED LIP 8"
6" 4" 4"

EXISTING SIDEWALK

CONCRETE FINISH SURFACE,

PER PLAN
CONCRETE RAISED LIP 18" MAX. VARIES PER PLAN
1 4" RADIUS, TYP. 3" CLR, TYP.
#4 REBAR CONTINUOUS, TYP.

C-22
CONCRETE RAISED LIP (TYP.)
SEE DESIGN INTENT DETAIL ON LP-1.

REFER TO GRADING PLAN FOR HEIGHT.

LIMIT-OF-WORK

W LOS ANGELES AVE

KEY MAP

TAYLOR AVE

PRIMARY PROJECT LIMITS
CONCRETE RAISED LIP (TYP.)
SEE DESIGN INTENT DETAIL ON LP-1.

REFER TO GRADING PLAN FOR HEIGHT.

INTEGRAL CONCRETE CURB, WITH LIGHT SAND BLAST FINISH.

REFER TO GRADING PLAN FOR HEIGHT.
6" MAX. STEP DOWN (TYP.)
LOCATION DIRECTLY UNDER BLEACHER EDGE ALONG THE JOINTS.

REFER TO GRADING PLAN FOR HEIGHT.

C-12
C-13
P-4
P-4
NOTES:

1. PROVIDE WEEP HOLES AT 10' INTERVALS AND
CHANGES IN DIRECTIONS.

2. CONCRETE RAISED LIP TO HAVE LIGHT SAND
BLAST FINISH.

Page 506 of 1202 ends

191.56

GRADING AND DRAINAGE PLAN

MARK THOMAS & COMPANY
2121 ALTON PARKWAY, SUITE 210 C-1
IRVINE, CA 92606
NO. DATE BY DESCRIPTION APPROV.

REVISIONS UNDER THE SUPERVISION OF:

DRAWN BY:

CHECKED BY: DATE:

CITY ENGINEER
REVIEWED BY:

DATE

MONTEBELLO CITY PARK BASEBALL FIELD

REFURBISHMENT
Sheet of
Sheet Number:
12 J:\MONTEBELLO-22-00179 AS-NEEDED SVCS\_TOX-BASEBALL FIELD RENOVATION\CADD\SHEETS\MBF_C-1.DWG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES

NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN

THE LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

JACKIE Y.

PAT S. 4/23/2024
JACKIE Y. MATCH LINE SEE ABOVE
10 MATCH LINE SEE BELOW

LIMIT-OF-WORK

LIMIT-OF-WORK
P-2

EXISTING SIDEWALKS TO BE

PROTECTED IN PLACE

GRADING AND DRAINAGE NOTES

1. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.

2. PRIOR TO STARTING WORK, CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT BY CALLING 811, AT LEAST 72 HOURS IN ADVANCE.

3. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER A MINIMUM OF 48 HOURS PRIOR TO START OF FIELD REMOVALS.

4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.

5. UTILITIES SHOWN ARE BASED ON SURFACE OBSERVATIONS ONLY. MARK THOMAS HAS NOT OBTAINED PLANS FOR UNDERGROUND UTILITIES, NOR HAVE SUCH FACILITIES BEEN FULLY PLOTTED ON THE PLANS. CONTRACTOR SHALL VERIFY STORM DRAIN SIZE, DEPTH AND LOCATION.

6. NOTIFY ENGINEER OF ANY DISCREPENCIES BETWEEN THE SURVEY GRADES AND THE ACTUAL SITE ELEVATIONS. AREAS OF POOR OR INADEQUATE

DRANAGE FROM PROPOSED IMPROVEMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND MODIFIED AS REQUIRED AND APPROVED.

7. PROVIDE MINIMUM CROSS-SLOPE OF 0.5%, MAXIMUM CROSS-SLOPE OF 2%, AND MAXIMUM LONGITUDINAL SLOPE OF 5% (EXCEPT WHERE NOTED OTHERWISE) ON SIDEWALKS, INCLUSIVE OF ALL SPECIFIED TOLERANCES.

8. GRADE ALL PAVEMENT SURFACES UNIFORMLY BETWEEN SPOT ELEVATIONS NOTED ON PLANS (EXCEPT WHERE NOTED OTHERWISE).

9. CLEAN OUT EXISTING DRAINS IN DUGOUTS AND VERIFY CONNECTION TO STORM DRAIN SYSTEM.

C-13
C-13
C-19
EX. R/W
EX. R/W EX. R/W

Page 507 of 1202 ends

IRRIGATION PLAN

MARK THOMAS & COMPANY
2121 ALTON PARKWAY, SUITE 210 IP-1
IRVINE, CA 92606
NO. DATE BY DESCRIPTION APPROV.

REVISIONS UNDER THE SUPERVISION OF:

DRAWN BY:

CHECKED BY: DATE:

CITY ENGINEER
REVIEWED BY:

DATE

MONTEBELLO CITY PARK BASEBALL FIELD

REFURBISHMENTS
Sheet of
Sheet Number:
12 J:\MONTEBELLO-22-00179 AS-NEEDED SVCS\_TOX-BASEBALL FIELD RENOVATION\CADD\SHEETS\MBF_I-1.DWG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES

NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN

THE LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

ASHLEY H.

TAISHIRO G. 7/16/2024
ASHLEY H.
11 THE CONTRACTOR IS TO TEST AND EVALUATE BOOSTER PUMP IF IT IS

REPAIRABLE TO ADEQUATELY RUN AS INTENDED TO THE ORIGINAL

SPECS PER THE CITY TO RUN THREE IRRIGATION HEADS AT THE SAME TIME. CONTRACTOR SHALL REPORT AND COORDINATE WITH THE
CITY IF IT IS EVALUATED TO BE NON-REPAIRABLE.

INSTALL A NEW IRRIGATION
CONTROLLER WITH 36 STATIONS,
MODEL: HUNTER HCC-836-M
BATTERY POWERED (TYP.)
HYDRAULIC (TYP.)
PROPOSED VALVE LOCATIONS (TYP.)

UTILIZE THE CURRENT LOCATIONS

EXCEPT THE ONE IN THE NORTH SIDE
OF THE BASEBALL FIELD.

PROPOSED MAIN LINE (TYP.)

Page 508 of 1202 ends

TURF PLANTING PLAN

MARK THOMAS & COMPANY
2121 ALTON PARKWAY, SUITE 210 PP-1
IRVINE, CA 92606
NO. DATE BY DESCRIPTION APPROV.

REVISIONS UNDER THE SUPERVISION OF:

DRAWN BY:

CHECKED BY: DATE:

CITY ENGINEER
REVIEWED BY:

DATE

MONTEBELLO CITY PARK BASEBALL FIELD

REFURBISHMENTS
Sheet of
Sheet Number:
12 J:\MONTEBELLO-22-00179 AS-NEEDED SVCS\_TOX-BASEBALL FIELD RENOVATION\CADD\SHEETS\MBF_L-1.DWG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES

NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN

THE LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

ASHLEY H.

TAISHIRO G. 7/16/2024
ASHLEY H.

C-16
12 W LOS ANGELES AVE

KEY MAP

TAYLOR AVE

PRIMARY PROJECT LIMITS

ADJUST INFIELD MIX
AS NECESSARY.

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CITY OF MONTEBELLO

CALIFORNIA

CONTRACT DOCUMENTS

SPECIFICATIONS
FOR

MONTEBELLO CITY PARK BASEBALL FIELD REFURBISHMENT
C.P. No. 928
SCARLET PERALTA – MAYOR
SALVADOR MELENDEZ – MAYOR PRO TEM
ANGIE M. JIMENEZ – COUNCIL MEMBER
GEORGINA TAMAYO – COUNCIL MEMBER
DAVID N. TORRES – COUNCIL MEMBER
RAUL ALVAREZ – CITY MANAGER

CESAR ROLDAN - PUBLIC WORKS DIRECTOR
Specifications Prepared By:

Mark Thomas
2121 Alton Parkway, Suite 210
Irvine, CA 92606
Bid Opening (Electronic Bid through PlanetBids): August 21, 2024 at 11:00 A.M.

MONTEBELLO CITY PARK BASEBALL FIELD REFURBISHMENT

ATTACHMENT B

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C.P. No. 928

IN THE CITY OF MONTEBELLO

BID SCHEDULE
• Bid Period - July 25, 2024 to August 21, 2024
• Mandatory Pre-bid Meeting - August 12, 2024 at 2 P.M. • Request for Information (RFIs) - August 8, 2024 at 5:00 P.M. • Response to RFIs - August 14, 2024 at 11:00 A.M.
• Bid Opening - August 21, 2024 at 11:00 A.M.
• Award of Contract - September 11, 2024
• Construction Notice to Proceed - September 16, 2024
Bid proposals will be received via PlanetBids
(https://www.montebelloca.gov/cms/One.aspx?portalId=58756&pageId=61544) until 11:00 A.M. on August 21, 2024.

These Specifications have been prepared
under the direction of:
____________________________________
Taishiro Goto, PLA
Project Manager
Mark Thomas

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CITY OF MONTEBELLO

CALIFORNIA
TO PROSPECTIVE BIDDERS:

The City of Montebello invites you to become a prospective bidder on one of its public projects.

It is the City’s intention to provide you with thorough and complete information regarding this project and to present an accurate description of the necessary work so that you may successfully bid and construct the project.

Submittal of your bid assumes that you have made a thorough and complete investigation of the project site and that you have discovered no apparent discrepancies between the scope of work set forth in the plans and specifications and the actual field conditions.

If there are any questions regarding this project, please contact the City Engineer’s office at (323) 887-1200, ext. 462.

Cesar Roldan
Director of Public Works

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MONTEBELLO CITY PARK BASEBALL FIELD REFURBISHMENT
C.P. No. 928

IN THE CITY OF MONTEBELLO

TABLE OF CONTENTS
NOTICE INVITING SEALED BIDS A-1 to A-3
INSTRUCTIONS TO BIDDERS B-1 to B-3
BID PROPOSAL C-1 to C-30
CONTRACT AGREEMENT D-1 to D-19
TECHNICAL SPECIFICATIONS E-1 to E-41
DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) APPENDIX “A”

CONTRACTOR REGISTRATION NUMBER FORM

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A-1

NOTICE INVITING SEALED BIDS
FOR

MONTEBELLO CITY PARK BASEBALL FIELD REFURBISHMENT
C.P. No. 928

IN THE CITY OF MONTEBELLO
PUBLIC NOTICE IS HEREBY GIVEN that the City of Montebello as AGENCY, invites sealed bids for the above stated project and will receive such bids through PlanetBids (https://www.montebelloca.gov/cms/One.aspx?portalId=58756&pageId=61544) until 11:00 A.M. on August 21, 2024.

They will be publicly opened in the City Council Chambers shortly after on the above date.

SCOPE OF WORK: The work to be performed or executed under these specifications consists of furnishing all materials, equipment, tools, labor, and incidentals as required by the contract documents to construct the above stated project. It is the intent of this contract to have the contractor perform the “Project”, and other appurtenances in accordance with the 2021 Standard Plans for Public Works Construction (SPPWC), 2021 Standard Specifications for Public Works Construction “Greenbook” (referred to as Standard Specification), 2023 Caltrans Standard Plans and Specifications unless otherwise shown.

CONTRACT DOCUMENTS:

Copies of the contract documents and specifications are available through PlanetBids.

In order to be on the Planholder List for this project, each bidder must submit a Bidders Information Sheet thru PlanetBids. Bids will not be accepted unless the bidder is on the Planholder List. All questions from plan holders, must be sent through PlanetBids.

Questions: All questions relative to this project prior to the opening of bids shall be submitted electronically and received no later than 5:00 P.M. on August 8, 2024.

PREVAILING WAGE:

Prevailing wage requirements apply to public works projects with a value exceeding $1,000.00. The definition of “public works” is found at Labor Code Section 1720, et seq.

Pursuant to Section 1770, et seq., of the California Labor Code, the Contractor shall pay the general prevailing rate of per diem wages as determined by the Director of the Department of Industrial Relations of the State of California for the locality where the work is to be performed. A copy of said wage rates is available on-line at: B-2 http://dir.ca.gov/OPRL/DPreWageDetermination.htm.

The Contractor and any subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates at the project site. Federal Labor Standards Provisions, including prevailing wage requirements of the Davis-Bacon and Related Acts will be enforced. In the event of a conflict between Federal and State wages rates, the higher of the two will prevail.

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LABOR COMPLIANCE:

To comply with SB 854, beginning January 1, 2015 the following applies:

1. No contractor or subcontractor may be listed on a bid proposal for public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations (DIR) pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

2. No contractor or subcontractor may be awarded a contract for public works on a public works project awarded on or after April 1, 2015, unless registered with the DIR.

3. The project is subject to compliance monitoring and enforcement by the DIR.

4. Require the prime contractor to post job site notices prescribed by regulation (regulation not created yet) or the City must post the notices itself.

The Contractor shall fill in the Department of Industrial Relations (DIR) Contractor Registration Number Form provided in Appendix “B” and submit it with the sealed Bid.

The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, marital status or religion in any consideration leading to the award of contract.

In entering into a public works contract, or subcontract, to supply goods, services, or materials pursuant to a public works contract, the Contractor, or the Subcontractors, offers and agrees to assign to the awarding body all rights, title and interest in, and to, all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) of under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public work contract or the subcontract. This assignment shall be made and become effective as the time the awarding body tenders final payment to the Contractor, without further acknowledgement by the parties.

Bids must be prepared on the approved Proposal forms in conformance with the “Instructions to Bidders” and submitted electronically. The bid must be accompanied by certified or cashier’s check, or bidder’s bond, made payable to the AGENCY for an amount no less than ten percent of the amount bid.

Bidders must hold a valid California Class A Contractor’s License.

No bid will be accepted from a Contractor who has not been licensed in accordance with provisions of the Business and Professions Code. The successful Contractor and his subcontractors will be required to possess business licenses from the City.

The AGENCY will deduct five percent (5%) retention from all progress payments as specified in Section 9-3.2 of these Specifications. The Contractor may substitute an escrow holder surety of

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A-3
equal value to the retention and the Contractor shall be beneficial owner of the surety and shall receive any interest thereon.

The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids, under advisement for a period of sixty (60) days.

The contract period for this project is Forty-five (45) working days from the effective date of the Notice-to-Proceed to be issued by the City.

BY ORDER OF: The City of Montebello, California
_____________________________
Christopher Jimenez, City Clerk

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B-1

INSTRUCTIONS TO BIDDERS
FOR

MONTEBELLO CITY PARK BASEBALL FIELD REFURBISHMENT
C.P. No. 928

IN THE CITY OF MONTEBELLO

PROPOSAL FORMS
Bids shall be submitted directly to the Office of the City Clerk and contractors must use the Proposal forms provided by the AGENCY (contained within these contract specifications). All information requested therein must be clearly and legibly set forth in the manner and form indicated. The AGENCY will not consider any proposal not meeting these requirements.

PROPOSAL GUARANTEE
Proposals must be accompanied by a proposal guarantee consisting of a certified or cashier’s check or bid bond payable to the AGENCY in the amount not less than ten percent of the total amount bid. Any proposal not accompanied by such a guarantee will not be considered. If a bidder to whom a contract is awarded fails or refuses to execute the contract documents or furnish the required insurance policies and bonds as set forth in those documents, the proposal guarantee shall be forfeited to the AGENCY. The proposal guarantees of all bidders will be held until the successful bidder has properly executed all contract documents.

DELIVERY OF PROPOSAL
Bids shall be submitted through PlanetBids
(https://www.montebelloca.gov/cms/One.aspx?portalId=58756&pageId=61544) on or before 11:00 A.M. on August 21, 2024. It is the bidder’s responsibility to ensure the bids have been successfully submitted thru PlanetBids. Bidders can contact the AGENCY’S Purchasing Officials for confirmation. Late proposals will not be considered.

WITHDRAWAL OF PROPOSALS
A proposal may be withdrawn by a written request signed by the bidder. Such requests must be delivered to the AGENCY’s designated official prior to the bid-opening hour stipulated in the Notice Inviting Sealed Bids. Proposals may not be withdrawn after said hour without forfeiture of the proposal guarantee. The withdrawal of the proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so.

IRREGULAR PROPOSALS
Unauthorized conditions, limitations, or provisions attached to a proposal will render it irregular and may cause its rejection. The completed proposal forms shall be without interlineations,

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B-2
alterations, or erasures. Alternative proposals will not be considered unless specifically requested.

No oral, telegraphic, telephonic, facsimile or electronic proposal, modification or withdrawal will be considered.

TAXES
No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable.

DISQUALIFICATION OF BIDDERS
In the event that any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a prime contractor. No proposal will be accepted from a bidder who has not been licensed in accordance with the provisions of the State Business and Professions Code.

DISCREPANCIES AND MISUNDERSTANDINGS
Bidders must satisfy themselves by personal examination of the work site, Plans, Specifications, and other contract documents and by any other means as they may believe necessary, as to the actual physical conditions, requirements and difficulties under which the work must be performed.

No bidder shall at any time after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Any errors, omissions, or discrepancies found in the Plans, Specifications, or other contract documents shall be called to the attention of the AGENCY and clarified prior to the submission of proposals.

EQUIVALENT MATERIALS
Although the bidder may believe that by use of a different material than that specified on/in the plans and specifications, a lower cost project/bid may result. The bidder is to bid the project on the basis of using the material(s) as named keeping in mind that all materials named herein by manufacturer is not to prohibit the bidder considering using in his bid what he consider to be an equal material except where the AGENCY has designated a sole product. Once the bids have been opened the successful Contractor may discuss with the AGENCY the use of another product; which may result in a determination by the AGENCY that the other product is equal and possibly that by the AGENCY allowing the use of the Contractor proposed equal that a change in the contract amount may result.

LEGAL RESPONSIBILITIES
All proposals must be submitted, filed, made, and executed in accordance with State and Federal laws relating to bids for contracts of this nature whether the same or expressly referred to herein or not. Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the Plans, Specifications, and other contract documents, and to full compliance therewith.

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AWARD OF CONTRACT
The award of contract, if made, will be to the lowest responsible bidder as determined solely by the AGENCY. Additionally, the AGENCY reserves the right to accept or reject any or all proposals, to waive any irregularity, and to make an award as may best serve the interests of the AGENCY.

SURETY BOND PERIOD
Surety Faithful Performance Bond shall be maintained for one (1) year after completion of project construction.

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C-1

PROPOSAL
FOR

MONTEBELLO CITY PARK BASEBALL FIELD REFURBISHMENT
C.P. No. 928

IN THE CITY OF MONTEBELLO
TO THE CITY OF MONTEBELLO, as “AGENCY” or “City”
In accordance with the City’s Notice Inviting Sealed Bids, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and contract documents therefor and to perform all work in the manner and time prescribed therein.

BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Specifications, Instruction to Bidders, and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with City at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to City of the guarantee accompanying this proposal. This bid may not be withdrawn within a period of sixty (60) days after the date of its proper opening by the City.

BIDDER understands that a bid is required for the entire work and that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE

CITY RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures.

If awarded the Contract, the undersigned further agrees that in the event of the BIDDER’s default in executing the required contract and filing the necessary bonds and insurance certificates within ten (10) working days after the date of the City’s notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the City and this bid and the acceptance hereof may, at the City’s option, be considered null and void.

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C-2

BID PROPOSAL
FOR

MONTEBELLO CITY PARK BASEBALL FIELD REFURBISHMENT
C.P. No. 928

IN THE CITY OF MONTEBELLO
The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the specifications and read the accompanying instructions to bidders, and hereby proposes to do all the work in accordance with said specifications for the amounts set forth below:

Construct improvements as reiterated above, located in the City of Montebello, California, in accordance with the specifications for the unit price set forth in the following items:

BASE BID SCHEDULE
ITEM
NO. DESCRIPTION EST QTY UNIT UNITPRICE TOTAL
1 MOBILIZATION, BONDING AND RECORD
DRAWINGS 1 LS
2 CONSTRUCTION STAKING 1 LS
3 STORM WATER POLLUTION
PREVENTION 1 LS
4 TEMPORARY CONSTRUCTION FENCING 1 LS
5 CLEARING AND GRUBBING 1 LS
6 DEMOLITION 1 LS
7 FINISH GRADING 1 LS
8 INFIELD MIX FILL AND ADJUSTMENT 1 LS
9 STORMWATER IMPROVEMENTS (8”
DRAINS AND MISC. PIPES) 1 LS
10 CONCRETE PAVEMENT – NATURAL
GRAY (4” DEPTH) 5,110 SF
11 CONCRETE PAVEMENT – NATURAL
GRAY (6” DEPTH) 580 SF
12 CONCRETE CURB FOR FENCING 90 LF
13 CONCRETE CURB, ITEM P-6 1 LS
14 RAISED CONCRETE LIP (6” WIDTH) 107 LF

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C-3
15 CLEANING AND RESURFACING

EXISTING CONCRETE MATCHING NEW

CONCRETE
1 LS
16 CHAIN-LINK FENCE 80 LF
17 BALL-FIELD BLEACHER – 5 ROWS (15’
LENGTH) 4 EA
18 BALL-FIELD BLEACHER – 6 ROWS (27’
LENGTH) 1 EA
19 DUGOUT CHAIN-LINK FENCING 220 LF
20 RELOCATE CHAIN-LINK FENCE GATE 1 LS
21 CHAIN-LINK FENCE GATE 2 EA
22 DUGOUT PLAYERS BENCH – 21’ LENGTH 2 EA
23 BAT RACK 2 EA
24 RESET POST PLUMB 1 LS
25 WATER FOUNTAIN REPAIR 1 LS
26 CONCRETE WALL REPAINT 1 LS
27 IRRIGATION - COMPLETE 1 LS
28 REPAIR BOOSTER PUMP 1 LS
29 SPORTS TURF 71,010 SF
30 PLANT ESTABLISHMENT AND
MAINTENANCE PERIOD (90 DAYS) 1 LS
TOTAL AMOUNT BID IN WORDS _____________________________________________ _____________________________________________________________________________ _______________________________________________________________________Dollars _____________________________________________________________________________ Bidder’s Signature Title
_____________________________________________________________________________ Company Name

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RECEIPT OF ADDENDUM NO(S). __, __, __, IS/ARE HEREBY ACKNOWLEDGED.

Before signing the contract, the lowest responsible bidder shall furnish all necessary bonds within ten (10) days after receiving the Contract notification. This bid is based upon completing the work in forty-five (45) working days from the date of the Notice to Proceed.

After opening bids, the City will contact the lowest responsive/responsible bidder and inform him/her to submit signed contract, and required bonds and insurances to the City within ten (10) calendar days. These signed documents will be included in the City Council report to award the contract at the City Council Meeting to the lowest monetary bidder who will be determined by the Total Lump Sum Bid amount indicated above. Upon approval of the contract by City Council, the City will issue the “Notice to Proceed with Construction”. _____________________________________________________________________ Enclosed is a Bidder's Bond, Certified Check or Cashier's Check number ________ on the ____________________________ Bank, which is not less than ten percent (10%), as a guarantee that the undersigned will enter into the Contract if awarded to the undersigned. The undersigned further agrees that in case of default in executing the required contract with necessary bonds and insurance, within the time limits above specified, said bond or check and the money payable therein shall be forfeited to and become the property of the City of Montebello, State of California.

SIGNATURE OF BIDDER _______________________ TEL NO. (____)____________ BUSINESS ADDRESS ________________________________________________

CONTRACTOR'S LICENSE
NUMBER & EXPIRATION DATE ___________________________________________ TYPE OF LICENSE ___________________________________________ I declare under penalty of perjury that the foregoing is true and correct. ______________________________, Dated this ___ day of _ _________, 20__.

CONTRACTOR'S SIGNATURE
SURETY COMPANY'S ___________________________________________ NAME
___________________________________________

ADDRESS

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___________________________________________

CITY STATE / ZIP CODE
(_____)_________________ _(____)_____________

_____________________________________________________________________________ Bidder’s Signature Title
_____________________________________________________________________________ Company Name

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DESIGNATION OF SUBCONTRACTORS
California Public Contract Code 6109
The City of Montebello cannot permit a contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code to bid on, be awarded, or perform work as a subcontractor on, a public works project.

In compliance with the Subletting and Subcontracting Fair Practices Act (Chapter 2, commencing at Section 4100, Division 5, Title 1 of the California Public Contract Code) and any amendments thereof, each bidder shall set forth below: (a) the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement to be performed under this contract in an amount in excess of one-half of one percent of the prime contractor's total bid, and (b) the portion of the work which will be done by each subcontractor under this act. The prime contractor shall list only one subcontractor for each such portion as is defined by the prime contractor in this bid.

If a prime contractor fails to specify a subcontractor or if a prime contractor specifies more than one subcontractor for the same portion of work to be performed under the contract in excess of one-half of one percent of the prime contractor's total bid, the prime contractor shall be deemed to have agreed that he/she is fully qualified and will perform that portion themselves.

No prime contractor whose bid is accepted shall (a) substitute any subcontractor, (b) permit any subcontract to be voluntarily assigned or transferred or allow it to be performed by anyone other than the original subcontractor listed in the original bid, or (c) subcontract any portion of the work in excess of one-half of one percent of the prime contractor's total bid as to which his/her original bid did not designate a subcontractor, except as authorized in the Subletting and Subcontracting Fair Practices Act. Subletting or subcontracting of any portion of the work in excess of one-half of one percent of the prime contractor's total bid as to which no subcontractor was designated in the original bid shall only be permitted in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the authority awarding this contract setting forth the facts constituting the emergency or necessity.

California Public Contract Code 7104
Contractor shall, in any activity involving trenching more than four feet deep, notify the Engineer of hazardous materials, subsurface or latent physical site conditions different from those indicated and any unusual site conditions. Contractor shall, in contracts exceeding $25,000, provide detailed plans for trenches or excavations of five feet or more in depth. Cal. Lab. Code § 6705.

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Bidder’s List of subcontractor
As of March 1, 2015 Contractors (and sub-contractors) wishing to bid on public works contracts shall be registered with the State Division of Industrial Relations and certified to bid on Public Works contracts. Please register at:
https://efiling.dir.ca.gov/PWCR/ActionServlet?action=displayPWCRegistrationForm In accordance with Title 49, Section 26.11 of the Code of Federal Regulations, and Section 4104 of the Public Contract Code of the State of California, as amended, the following information is required for each sub-contractor who will perform work amounting to more than one half of one percent (0.5%) of the Total Base Bid or $10,000 (whichever is greater). Photocopy this form for additional firms.

Subcontractor Name and Location
Line Item # &
Description
Subcontract
Amount
Percentage of Bid Item
Subcontracted
Contractor
License Number
DIR Reg Number
Name:
_______________________________________
City, State
Name:
_______________________________________
City, State
Name:
_______________________________________
City, State
Name:
_______________________________________
City, State

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Name:
_______________________________________
City, State

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REFERENCES
The following are the names, addresses, and telephone numbers for three public agencies for which BIDDER has performed similar work within the past two years:

1. __________________________________________________________________________ Name and Address of Agency
__________________________________________________________________________ Name and telephone number of person familiar with project __________________________________________________________________________ Contract amount Type of work Date completed

2. __________________________________________________________________________ Name and Address of Agency
__________________________________________________________________________ Name and telephone number of person familiar with project __________________________________________________________________________ Contract amount Type of work Date completed

3. __________________________________________________________________________ Name and Address of Agency
_________________________________________________________________________ Name and telephone number of person familiar with project _________________________________________________________________________ Contract amount Type of work Date completed
The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds:
____________________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________

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(THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL SHALL ALSO CONSTITUTE

AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH ARE A PART OF THIS

PROPOSAL)

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
The bidder_________________________________________________________________, proposed subcontractor _______________________________________________, hereby certifies that he has ___ , has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements.

Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.

Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.

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PUBLIC CONTRACT CODE
Public Contract Code Section 10285.1 Statement
In conformance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares
under penalty of perjury under the laws of the State of California that the bidder has ___ , has not ___ been convicted
within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or Federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.

Note: The bidder must place a checkmark after "has" or "has not" in one of the blank spaces provided.

The above Statement is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

Public Contract Code Section 10162 Questionnaire
In conformance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire:

Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes _____ No _____
If the answer is yes, explain the circumstances in the following space.

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Public Contract Code 10232 Statement
In conformance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two-year period because of the Contractor's failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board.

Note: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

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Non-collusion Affidavit
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
To the CITY / COUNTY of _________________________________________ DEPARTMENT OF PUBLIC WORKS.

In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Note: The above Noncollusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Noncollusion Affidavit.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

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NON-COLLUSION AFFIDAVIT
The undersigned is submitting a bid for performing the following work by contract, being duly sworn, deposes and says:

That he/she has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such contract.
______________________________
______________________________
______________________________
______________________________
(Fill in description of contract)
______________________________
Company
______________________________
Name of Bidder
______________________________
Signature of Bidder
______________________________
Business Address
______________________________
City StateZip Code
Subscribed and sworn to before me this _____day of ___________________, 20__ __. ______________________________
Notary Public in and for the County of
______________________________, State of California.

My Commission Expires ___________________, 20__ __.

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DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• does not have a proposed debarment pending; and
• has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.

If there are any exceptions to this certification, insert the exceptions in the following space.

Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

Notes: Providing false information may result in criminal prosecution or administrative sanctions.

The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification.

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NONLOBBYING CERTIFICATION

FOR FEDERAL-AID CONTRACTS
The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:
(l) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions.

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly.

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DISCLOSURE OF LOBBYING ACTIVITIES
COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352

1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type:
b. grant b. initial award b. material change
c. cooperative agreement c. post-award
d. loan For Material Change Only:
e. loan guarantee year _____ quarter _________
f. loan insurance date of last report __________

4. Name and Address of Reporting Entity 5. If Reporting Entity in No. 4 is Subawardee, Enter Name and Address of Prime:

Prime Subawardee
Tier_______ , if known
Congressional District, if known Congressional District, if known

6. Federal Department/Agency: 7. Federal Program Name/Description:

CFDA Number, if applicable ___________________

8. Federal Action Number, if known: 9. Award Amount, if known:

10. a. Name and Address of Lobby Entity b. Individuals Performing Services (including (If individual, last name, first name, MI) address if different from No. 10a) (last name, first name, MI)
(attach Continuation Sheet(s) if necessary)

11. Amount of Payment (check all that apply) 13. Type of Payment (check all that apply) $_____________ actual planned a. retainer
b. one-time fee

12. Form of Payment (check all that apply): c. commission a. cash d. contingent fee
b. in-kind; specify: nature______________ e deferred
value _____________ f. other, specify _________________________

14. Brief Description of Services Performed or to be performed and Date(s) of Service, including officer(s), employee(s), or member(s) contacted, for Payment Indicated in Item 11:
(attach Continuation Sheet(s) if necessary)

15. Continuation Sheet(s) attached: Yes No

16. Information requested through this form is authorized by Title 31 U.S.C. Section 1352. This disclosure of lobbying reliance was placed by the tier above when his transaction was made or entered into. This disclosure is required
pursuant to 31 U.S.C. 1352. This information will be
reported to Congress semiannually and will be available for public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

Signature:________________________________________
Print Name: ______________________________________
Title:____________________________________________
Telephone No.:_____________________ Date: __________
Authorized for Local Reproduction
Federal Use Only: Standard Form - LLL

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INSTRUCTIONS FOR COMPLETION OF SF-LLL,

DISCLOSURE OF LOBBYING ACTIVITIES
This disclosure form shall be completed by the reporting entity, whether sub-awardee or prime Federal recipient, at the initiation or receipt of covered Federal action or a material change to previous filing pursuant to title 31 U.S.C. section 1352. The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered Federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information.

1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence, the outcome of a covered Federal action.

2. Identify the status of the covered Federal action.

3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last, previously submitted report by this reporting entity for this covered Federal action.

4. Enter the full name, address, city, state and zip code of the reporting entity.

Include Congressional District if known. Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the first tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.

5. If the organization filing the report in Item 4 checks "Subawardee" then enter the full name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known.

6. Enter the name of the Federal agency making the award or loan commitment.

Include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard.

7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans and loan commitments.

8. Enter the most appropriate Federal identifying number available for the Federal action identification in item 1 (e.g., Request for Proposal (RFP) number, Invitation for Bid (IFB) number, grant announcement number, the contract grant. or loan award number, the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001."

9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitments for the prime entity identified in item 4 or 5.

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10. (a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influenced the covered Federal action.
(b) Enter the full names of the individual(s) performing services and include full address if different from 10 (a). Enter Last Name, First Name and Middle Initial (Ml).

11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made.

12. Check the appropriate box. Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment.

13. Check the appropriate box. Check all boxes that apply. If other, specify nature.

14. Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the date(s) of any services rendered.

Include all preparatory and related activity not just time spent in actual contact with Federal officials. Identify the Federal officer(s) or employee(s) contacted or the officer(s) employee(s) or Member(s) of Congress that were contacted.

15. Check whether or not a continuation sheet(s) is attached.

16. The certifying official shall sign and date the form, print his/her name title and telephone number.

Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503. SF-LLL-Instructions Rev. 06-04-90«ENDIF»

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Note: The standard printed bid bond form of any bonding company acceptable to the City of Montebello may be used in lieu of the following approved sample bond form, provided the security stipulations protecting the City of Montebello are not in any way reduced by use of the surety company’s printed standard form.

PROPOSAL GUARANTEE

BID BOND
FOR

MONTEBELLO CITY PARK BASEBALL FIELD REFURBISHMENT
C.P. No. 928

IN THE CITY OF MONTEBELLO
KNOW ALL MEN BY THESE PRESENTS that ______________________________________ ______________________________________________, as BIDDER, and ________________ ______________________________________________, as SURETY, are held and firmly bound unto the City of Montebello, as AGENCY, in the penal sum of _____________________ ______________________________________________________________________________ ____________________________ dollars ($_________________), which is ten percent of the total amount bid by BIDDER to AGENCY for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly be these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals, this _______ day of ______________, 20____.

BIDDER* _____________________________________________________________________ ______________________________________________________________________________ SURETY*_____________________________________________________________________ Subscribed and sworn to this _______ day of __________________, 20____.

NOTARY PUBLIC _____________________________________________________________ *Provide BIDDER/SURETY name, address and telephone number and the name, title, address and telephone number of authorized representative.

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BIDDER’S VIOLATION OF LAW/SAFETY QUESTIONNAIRE
FOR
MONTEBELLO DOG PARK AT ACUÑA PARK
C.P. No. 928

IN THE CITY OF MONTEBELLO
In accordance with Government Code Section 14310.5, the BIDDER shall complete, under penalty of perjury, the following questionnaire.

QUESTIONNAIRE
Has the Bidder, any officer of the bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation?
Yes_________ No_________
If the answer is yes, explain the circumstances in the space provided.

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Note: The following is to be used in case cash, a cashier’s check or a certified check accompanies the proposal.

PROPOSAL GUARANTEE
CASH, CASHIER’S CHECK, OR CERTIFIED CHECK
FOR

MONTEBELLO CITY PARK BASEBALL FIELD REFURBISHMENT
C.P. No. 928

IN THE CITY OF MONTEBELLO
Accompanying this proposal is a certified check, a cashier’s check, or bidder’s bond payable to the order of the City of Montebello, or cash in the amount of _____________________________ _____________________________________________________________________________ _______________________________________________________________________ Dollars ($_____________________). The proceeds of the same shall become the property of said City if, in case this proposal shall be accepted by said City through the City Council, the undersigned shall fail to execute a contract, with and furnish the insurance and bonds required by the City of Montebello within the specified time; otherwise, the same is to be returned to the undersigned as set forth in the Instructions to Bidders.
__________________________________
__________________________________
Bidder

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DESIGNATION OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work, which are in excess of one-half of one percent of the bid, and to procure materials and equipment from suppliers and vendors as follows:

NAME, ADDRESS, LICENSE NO.,

AND PHONE NUMBER OF

SUBCONTRACTORS, SUPPLIERS, PORTION OF WORK,

AND VENDORS MATERIALS, OR EQUIPMENT
____________________________________ _____________________________ ____________________________________ _____________________________ ____________________________________ _____________________________ ____________________________________ _____________________________ ____________________________________ _____________________________ ____________________________________ _____________________________ ____________________________________ _____________________________ ____________________________________ _____________________________ ____________________________________ _____________________________ ____________________________________ _____________________________ ____________________________________ _____________________________ ____________________________________ _____________________________ ____________________________________ _____________________________ ____________________________________ _____________________________ ____________________________________ _____________________________ Prior to award of contract, Contractor shall submit a list of suppliers and vendors, in writing, to the City Engineer.

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REFERENCES
The following are the names, addresses, and telephone numbers for three public agencies for which BIDDER has performed similar work within the past two years:

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EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
BIDDER certifies that in all previous contracts or subcontractors, all reports which may have been due under the requirements of any AGENCY, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.

AFFIRMATIVE ACTION CERTIFICATION
BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded thereunder.

Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents.

NON-COLLUSION AFFIDAVIT
BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the AGENCY is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud.

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BIDDER’S INFORMATION
BIDDER certifies that the following information is true and correct:

Bidder’s Name ___________________________________________________________ Business Address: __________________________________________________________

___________________________________________________________ Telephone ___________________________________________________________ State Contractor’s License No. and Class: ________________________________________ Original Date Issued ____________________ Expiration Date ______________________ The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal:
__________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows:
__________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ All current and prior DBA’s, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows:
__________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________

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IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seals of all forenamed principals this ___________ day of _____________, 20___.

BIDDER______________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ The undersigned declares under penalty of perjury under the laws of the State of California that the representations made hereto are true and correct.
____________________________________
Signature of Contractor’s Representative
____________________________________
Printed Name
____________________________________
Title
Subscribed and sworn to this _________ day of _____________________,20_______.

NOTARY PUBLIC _____________________________________________________

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Note: The standard printed bid bond form of any bonding company acceptable to the City of Montebello may be used in lieu of the following approved sample bond form, provided the security stipulations protecting the City of Montebello are not in any way reduced by use of the surety company’s printed standard form.

PROPOSAL GUARANTEE

BID BOND
FOR

MONTEBELLO CITY PARK BASEBALL FIELD REFURBISHMENT
C.P. No. 928

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals, this _______ day of ______________, 20____.

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BIDDER’S VIOLATION OF LAW/SAFETY QUESTIONNAIRE
FOR

MONTEBELLO CITY PARK BASEBALL FIELD REFURBISHMENT
C.P. No. 928

IN THE CITY OF MONTEBELLO
In accordance with Government Code Section 14310.5, the BIDDER shall complete, under penalty of perjury, the following questionnaire.

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Note: The following is to be used in case cash, a cashier’s check or a certified check accompanies the proposal.

PROPOSAL GUARANTEE
CASH, CASHIER’S CHECK, OR CERTIFIED CHECK
FOR

MONTEBELLO CITY PARK BASEBALL FIELD REFURBISHMENT
C.P. No. 928

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CITY OF MONTEBELLO

STANDARD PUBLIC WORKS AGREEMENT
(SAMPLE)
THIS STANDARD PUBLIC WORKS AGREEMENT (“AGREEMENT”) is dated ________________________ for reference purposes only and is made and entered into by and between the CITY OF MONTEBELLO, a Municipal corporation (the “CITY”) and _____________________(“CONTRACTOR”) whose address is
__________________________________________________.

SEC. 1. RECITALS
WHEREAS, the CITY duly advertised a Notice Inviting Bids to be submitted on or before ________________________________ on ______________________________________. for the work of _________________________(describe work), (“PROJECT”).

WHEREAS, on ___________________________, the City Council accepted the bid of CONTRACTOR as the lowest responsible, responsive bid received and directed that a written contract be entered into with CONTRACTOR for the PROJECT.

NOW, THEREFORE, in consideration of the promises and the mutual covenants and agreements herein contained, the parties do hereby agree as follows:

SEC. 2. CONTRACT DOCUMENTS.

A. The CONTRACT DOCUMENTS for the PROJECT shall consist of the Notice Inviting Sealed Bids, the Instructions to Bidders, Bidders Proposal, Addendums, General Specifications and all referenced specifications, details, standard drawings, and appendices, together with this Contract and all required bonds, and insurance certificates. All of the “Contract Documents” are intended to complement the other documents so that any work called for in one, and not mentioned in the others, or vice versa, is to be executed the same as if mentioned in all of said documents. The CONTRACT DOCUMENTS are incorporated herein by this reference and made part hereof as though they were fully set forth herein.

B. In case any of the CONTRACT DOCUMENTS conflict with each other, the order of preference for the CONTRACT DOCUMENTS is:

1. This AGREEMENT

2. Appendices

3. Standard drawings

4. Details

5. Special Provisions, if any

6. Addendums

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7. General Specifications and all referenced specifications

8. Bidders Proposal

9. Instructions to Bidders

10. Notice Inviting Sealed Bids
SEC. 3. THE WORK.

For and in consideration of the payments and agreements to be made and performed by CITY, CONTRACTOR agrees to furnish all materials and perform all work required for the PROJECT and to fulfill all other obligations as set forth in the CONTRACT DOCUMENTS.

SEC. 4. COMPENSATION.

CONTRACTOR hereby agrees to receive and accept the total amount of ________________________________________, which is based on performing all of the work shown on Bidders Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the CONTRACT DOCUMENTS, and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work. CITY shall herein retain five percent (5%) of said price until said time as the provisions of SEC. 18 herein have been met.

Sec. 4.1. Progress Payments
Progress Payments shall be made in accordance with section ________ of the General Provisions and the provisions of this Section 4.1. Upon receipt of a properly presented payment request, the CITY shall process the payment request in accordance with Public Contracts Code Section 20104.5. The CITY shall review the payment request as soon as possible. If the CITY rejects the payment request, it shall be returned to the CONTRACTOR within seven days of its receipt by the CITY with an explanation for the reasons of its rejection. If the payment request is approved in writing by the CITY, payment shall be made in thirty (30) days of receipt of an undisputed and properly presented payment request. Late payments shall bear interest at the legal rate of interest in accordance with Code of Civil Procedure 685.010. CITY shall pay CONTRACTOR a sum based upon ninety five percent (95%) of the contract price apportionment of the labor and materials incorporated into the work under the contract during the period covered by said statement. The remaining five percent (5%) thereof shall be retained as performance security. Refer to Section 4.2 of this Agreement for retention of funds.

Sec. 4.2. Retention of Funds
Progress payments shall be made in accordance with the provisions of Section 4.1 of this Agreement. In accordance with said section, CITY shall pay CONTRACTOR a sum based upon ninety five percent (95%) of the contract price in proportion to the labor and materials incorporated into the

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D-3
work under the contract during the month covered by said statement. The remaining five percent (5%) thereof shall be retained as performance security to be paid to the CONTRACTOR within sixty (60) days after final acceptance of the work by the City Council, after CONTRACTOR shall have furnished CITY with a release of all undisputed contract amounts, if required by CITY. In the event there are any claims specifically excluded by CONTRACTOR from the operation of the release, the CITY may retain proceeds (per Public Contract Code 7107) of up to 150% of the amount in dispute. CITY’s failure to deduct or withhold shall not affect CONTRACTOR’s obligations hereunder.

Sec. 4.3. Substitution of Securities.

Pursuant to Public Contracts Code Sec. 22300 CONTRACTOR shall be allowed to substitute securities for any moneys withheld by the CITY to ensure performance under a contract, unless, federal regulations or policies, or both, do not allow the substitution of securities. At the request and expense of the CONTRACTOR, securities equivalent to the amount withheld shall be deposited with the CITY, or with a state or federally chartered bank in this state as the escrow agent, who shall then pay those moneys to the CONTRACTOR. Upon satisfactory completion of the contract, the securities shall be returned to the contractor.

SEC. 5. UNDOCUMENTED WORKERS.

CONTRACTOR hereby promises and agrees to comply with all of the provisions of Federal and/or State law as the same shall apply to this PROJECT pertaining to the employment of unauthorized aliens as defined therein. Should CONTRACTOR so employ unauthorized aliens for the performance of work and/or services covered by this Contract, and should the Federal Government impose sanctions against the CITY for use of unauthorized aliens, CONTRACTOR hereby agrees to, and shall, hold harmless, indemnify and defend CITY for the cost of all such sanctions imposed, together with any and all costs, including attorneys’ fees, incurred by the CITY in connection therewith.

SEC. 6. NOTICE TO PROCEED.

CONTRACTOR shall commence work on the date specified in the Notice to Proceed to be issued in writing to CONTRACTOR by the CITY and shall complete work on the PROJECT within forty-five (45) Working Days from the commencement thereof.

SEC. 7. DISCOVERY OF HAZARDOUS OR LATENT CONDITIONS.

A. CONTRACTOR shall, without disturbing the condition, notify CITY in writing as soon as CONTRACTOR, or any subcontractor, agent or employees have knowledge and reporting is possible, of the discovery of any of the following conditions:

1. The presence of any material that the CONTRACTOR believes is hazardous waste, as defined in Section 25117 of the Health and Safety Code;

2. Subsurface or latent physical conditions at the site differing from those indicated in the specifications; or,

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D-4

3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Contract.

B. Pending a determination by the CITY of appropriate action to be taken, CONTRACTOR shall provide security measures (e.g., fences) adequate to prevent the hazardous waste or physical conditions from causing bodily injury to any person.

C. CITY shall promptly investigate the reported conditions. If CITY, through the City Engineer or his/her designee, and in the exercise of its sole discretion, determines that the conditions do materially differ, or do involve hazardous waste, and will cause a decrease or increase in the CONTRACTOR’s cost of or time required for performance of any part of the work, then CITY shall issue a change order.

D. In the event of a dispute between CITY and CONTRACTOR as to whether the conditions materially differ or involve hazardous waste or cause a decrease or increase in the CONTRACTOR’s cost of, or time required for performance of any part of the work, CONTRACTOR shall not be excused from any schedule completion date, and shall proceed with all work to be performed under the Contract. CONTRACTOR shall retain any and all rights which pertain to the resolution of disputes and protests between the parties.

SEC. 8. MISCELLANEOUS STATUTORY REQUIREMENTS
Sec. 8.1. Contractor License.

CONTRACTOR shall possess a california contractor’s license type “A” for the performance of the Project.

Sec. 8.2. Ineligible Contractor Prohibited.

Any contractor or subcontractor who is ineligible to perform work on a public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code is prohibited from performing work under this Agreement.

Sec. 8.3. Compliance with SB 854 Registration.

This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. No prime contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. No prime contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. The CONTRACTOR will be required to post job site notices as described in 8 California Code of Regulation section 16451(d).

Sec. 8.4. Trench and Pipeline Safety.

If this Contract is for more than $25,000 and involves excavation of any trench five feet or more in depth, the CONTRACTOR shall submit a detailed plan of shoring, bracing, sloping or other provisions to be made for worker protection in accordance with Labor Code Section 6705. Such plan shall be approved by a qualified representative of the CITY.

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Sec. 8.5. Utility Relocation.

CITY is responsible for removal, relocation, or protection of existing main or trunkline utilities to the extent such utilities were not identified in the invitation for bids or specifications. CITY shall reimburse contractor for any costs incurred in locating, repairing damage not caused by contractor and removing or relocating such unidentified utility facilities, including equipment idled during such work.

CONTRACTOR shall not be assessed liquidated damages for delay arising from the removal or relocation of such unidentified utility facilities.

Sec. 8.6. Third Party Claims Notification.

The CITY shall timely notify the CONTRACTOR in writing of any third party claims relating to the Agreement.

Sec. 8.7. Unfair Business Practices Claims.

The CONTRACTOR or subcontractor offers and agrees to assign to the CITY all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.

Section 15) or under the Cartwright Act (Chapter 2, (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the CITY renders final payment to the CONTRACTOR without further acknowledgment by the parties. (Section 7103.5, California Public Contract Code.).

Sec. 8.8. Day’s Work.

CONTRACTOR acknowledges that under California Labor Code sections 1810 and following, 8 hours of labor constitutes a legal day’s work. CONTRACTOR will forfeit as a penalty to CITY the sum of $25.00 for each worker employed in the execution of this Contract by CONTRACTOR or any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Labor Code section 1810. (Labor Code § 1813).

Sec. 8.9. Payroll Records.

CONTRACTOR shall maintain the certified payroll records required by Labor Codes Sec. 1776 and shall report such records directly to the California Labor Commissioner as required by Labor Code Sec. 1771.4. The CONTRACTOR shall inform the CITY of the location of the records enumerated under Labor Code Sec. 1776, including the street address, city, and county, and shall, within five working days, provide a notice of a change of location and address.

Sec. 8.10. Employment of Apprentices.

Nothing in this Contract prevents CONTRACTOR or any subcontractor from employing properly registered apprentices in the execution of the Contract. CONTRACTOR is responsible for compliance with Labor Code section 1777.5 for all apprenticeable occupations. This statute requires that contractors and subcontractors must submit contract award information to the applicable joint apprenticeship committee, must employ apprentices in apprenticeable occupations in a ratio of not less than one hour of apprentice’s work for every five hours of labor performed by a journeyman (unless an exception is granted under §1777.5), must contribute to the fund or funds in each craft or trade or a like amount to the California Apprenticeship Council, and that contractors and subcontractors must not discriminate among otherwise qualified employees as apprentices solely on the ground of sex, race,

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religion, creed, national origin, ancestry or color. Only apprentices defined in Labor Code section 3077, who are in training under apprenticeship standards and who have written apprentice contracts, may be employed on public works in apprenticeable occupations.

Sec. 8.11. Records Audit
In accordance with Government Code, Section 8546.7, records of both the CITY and the CONTRACTOR shall be subject to examination and audit by the Auditor General for a period of three (3) years after final payment.

SEC. 9. PREVAILING WAGES
A. CONTRACTOR shall pay prevailing Wage rates for this Project in accordance with the “General Wage Determination Made by the Director of Industrial Relations Pursuant to California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773 and 1773.1", for Los Angeles County.

Wage rates shall conform with those posted at __________________ and the Project site.

B. The following Labor Code sections are hereby referenced and made a part of this Agreement:

1. Section 1775 - Penalty for Failure to Comply with Prevailing Wage Rates.

2. Section 1777.4 - Apprenticeship Requirements.

3. Section 1777.5 - Apprenticeship Requirements.

4. Section 1813 - Penalty for Failure to Pay Overtime.

5. Sections 1810 and 1811 - Working Hour Restrictions.

6. Section 1775 - Payroll Records.

7. Section 1773.8 - Travel and Subsistence Pay.

SEC. 10. INDEMNITY, DEFENSE AND HOLD HARMLESS
A. CONTRACTOR shall indemnify, defend with legal counsel approved by CITY, and hold harmless CITY, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with CONTRACTOR's negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the CITY. Should conflict of interest principles preclude a single legal counsel from representing both CITY and CONTRACTOR, or should CITY otherwise find CONTRACTOR’s legal counsel unacceptable, then CONTRACTOR shall reimburse the CITY its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The CONTRACTOR shall promptly pay any final judgment rendered against the CITY (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the CONTRACTOR’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.

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B. CONTRACTOR obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of CITY under any provision of this agreement, CONTRACTOR shall not be required to indemnify and hold harmless CITY for liability attributable to the active negligence of CITY, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where CITY is shown to have been actively negligent and where CITY’S active negligence accounts for only a percentage of the liability involved, the obligation of CONTRACTOR will be for that entire portion or percentage of liability not attributable to the active negligence of CITY.

SEC. 11. BONDS.

A. CONTRACTOR, before commencing said PROJECT, shall furnish and file with CITY, a Performance Bond, or bonds in the sum of one hundred percent (100%) of the Agreement price thereof conditioned upon the faithful performance of this Agreement in the form attached hereto as Exhibit “B.”.

B. CONTRACTOR, before commencing said PROJECT, shall furnish and file with CITY, a Payment Bond in the sum of 100% of the Agreement price, conditioned upon the payment of all labor and materials furnished in connection with this Agreement in the form attached hereto as Exhibit “C.” SEC. 12. INSURANCE REQUIREMENTS.

Prior to commencing work hereunder, CONRACTOR shall provide the CITY with proof of insurance naming the CITY and each of its directors, officers, agents, and employees as additional-named insureds on a policy or policies of insurance providing and maintaining the coverages set forth in the Insurance Schedule attached hereto as Exhibit A. CITY shall have the right to hold the policies and policy renewals, and CONTRACTOR shall promptly furnish to CITY all renewal notices and all receipts of paid premiums. CITY may make proof of loss if not made promptly by CONTRACTOR.

SEC. 13. LIQUIDATED DAMAGES.

See Section 6-9 Liquidated Damages of the General Provisions. In addition, pursuant to the authority of California Public Contracts Code Section 7102, CITY and CONTRACTOR agree that the determination of actual damages for any unreasonable delay in performance of this Agreement caused by CITY would be extremely difficult or impractical to determine in the event of a breach of this Agreement by CITY. Therefore, if the CITY is determined to be liable for such unreasonable delays, the CITY and its sureties shall be liable to the CONTRACTOR for the sum of five hundred dollars ($500.00) as liquidated damages for each working day of delay in the performance of any service required hereunder.

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Failure of the Contractor to complete the Work within the time allowed will result in damage being sustained by the City. Such damages are, and will continue to be, impracticable and extremely difficult to determine. For each consecutive calendar day in excess of the time specified for completion of the Work, the Contractor shall pay to the City, or have withheld from monies due to it, the sum of $1,000/day.

Execution of the Contract shall constitute agreement by the City and Contractor that $1,000/day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. Such sum is liquidated damages and shall not be construed as a penalty and may be deducted from payments due the Contractor if such delay occurs.

SEC. 14. DISPUTE RESOLUTION
Sec. 14.1. Claims of $375,000 or Less
A. A claim by the CONTRACTOR for a time extension, for money damages for work, or a payment disputed by the CITY must be submitted to a resolution process in accordance with Public Contracts Code Sections 21040-21040.4. A summary of Sections 21040-21040.4 are as follows:
(1) Informal negotiation between the CITY and CONTRACTOR. (2) Mediation with the CONTRACTOR.
(3) Court mandated Arbitration.
(4) Court trial. If the party requesting the court trial does not prevail, then that party must pay all court costs and attorney's fees.

Sec. 14.2 Public Contracts Code 9204 Claims
CONTRACTOR shall comply with the procedure set forth in Public Contracts Code section 9204 for any claim, as that term is defined therein, for one or more of the following: 1) a time extension, including, without limitation, for relief from damages or penalties for delay, 2) payment of money or damages arising from work done pursuant to this Agreement, and/or 3) payment of an amount disputed by the CITY under this Agreement. A summary of the provisions of Public Contracts Code Section 9204 is as follows:

1. CONTRACTOR must send a claim to the CITY for a time extension, payment for work not in the Agreement, or payments disputed by the CITY by registered mail or certified mail with return receipt requested.

2. CITY must respond within 45 days as to which claims are disputed and undisputed.

3. If claim remains in dispute, CONTRACTOR may request informal meet and confer meeting with CITY.

4. After meet and confer, a disputed claim remaining shall be submitted to non-binding mediation.

5. All undisputed claims shall be paid within 60 days.

SEC. 15. TERMINATION.

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Sec. 15.1. Termination for Convenience.

The CITY may terminate this contract, in whole or in part, with 30 days written notice to the CONTRACTOR when it is in the CITY’s best interest. The CONTRACTOR shall be paid its costs, including contract close-out costs, and profit on work performed up to the time of termination. The CONTRACTOR shall promptly submit its termination claim to CITY to be paid the CONTRACTOR. If the CONTRACTOR has any property in its possession belonging to the CITY, the CONTRACTOR will account for the same, and dispose of it in the manner the CITY directs. The CONTRACTOR may terminate this contract, in whole, with 90 days written notice to the CITY.

Sec. 15.2 Termination for Default.

If at any time the CONTRACTOR is determined to be in material breach of the Contract, a Notice of Potential Breach of Contract shall be prepared by the CITY, and will be served upon the CONTRACTOR and its sureties. If the CONTRACTOR continues to neglect or refuses to comply with the Contract or with the Notice of Potential Breach of Contract to the satisfaction of the CITY within the time specified in such Notice, the CITY shall have the authority to terminate the Contract for this Project.

Sec. 15.3 Waiver of Remedies for any Breach.

In the event that CITY elects to waive its remedies for any breach by CONTRACTOR of any covenant, term or condition of this Contract, such waiver by CITY shall not limit CITY’s remedies for any succeeding breach of that or of any other term, covenant, or condition of the Contract.

SEC. 16. CONTRACTOR'S FAILURE TO PROCURE COMPLETION OF PROJECT In the event CONTRACTOR fails to furnish tools, equipment, or labor in the necessary quantity or quality, or fails to prosecute the work or any part thereof contemplated by this Agreement in a diligent and workmanlike manner, and if the CONTRACTOR for a period of three (3) calendar days after receipt of written demand from CITY or its designated representative to do so, fails to furnish tools, equipment, or labor in the necessary quantity or quality, and to prosecute its work and all parts thereof in a diligent and workmanlike manner, or after commencing to do so within said three (3) calendar days, fails to continue to do so; then the CITY may exclude the CONTRACTOR from the premises, or any portion thereof, and take possession of said premises or any portion thereof, together with all material and equipment thereon, and may complete the work contemplated by this Agreement or any portion of said work, either by furnishing the tools, equipment, labor or material necessary, or by letting the unfinished portion of said work, or the portion taken over by the CITY to another contractor or by a combination of such methods. In any event, the procuring of the completion of said work, or the portion thereof taken over by the CITY, shall be a charge against the CONTRACTOR, and may be deducted from any money due or becoming due to CONTRACTOR from the CITY, or the CONTRACTOR shall pay the CITY the amount of said charge, or the portion thereof unsatisfied. The sureties, provided for under this Agreement shall become liable for payment should CONTRACTOR fail to pay in full any said cost incurred by the CITY.

SEC. 17. COMPLIANCE WITH APPLICABLE LAWS.

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CONTRACTOR hereby promises and agrees to comply with all of the provisions of all applicable state and federal laws in connection with the performance of its obligations under this Contract.

SEC. 18. NOTICE OF COMPLETION.

Upon completion of the PROJECT and acceptance of same by the City Council, the CITY Administrator shall have cause to be recorded a Notice of Completion with the office of the Los Angeles County Recorder; and, after thirty-five (35) days from the date said Notice of Completion is recorded, the Director of Finance of CITY shall release the funds retained pursuant to SEC. 4 hereof; provided there have been no mechanics’ liens or stop notices filed against said work which have not been paid, withdrawn or eliminated as liens against said work.

SEC. 19. AUTHORITY.

Any person executing this Contract on behalf of the CONTRACTOR warrants and represents that he or she has the authority to execute this Contract on behalf of the CONTRACTOR and has the authority to bind the CONTRACTOR to the performance of its obligations hereunder.

SEC. 20. ENTIRE CONTRACT.

This Contract, including the Contract Documents and any other documents incorporated herein by specific reference, represents the entire and integrated Contract between the CITY and the CONTRACTOR. This Contract supersedes all prior oral or written negotiations, representations or agreements. This Contract may not be modified or amended, nor any provision or breach waived, except in a writing signed by both parties that expressly refers to this Contract.

SEC. 21. ATTORNEY’S FEES AND COSTS.

If either party to this Contract is required to initiate or defend or made a party to any action or proceeding in any way connected with this Contract, the prevailing party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney's fees. Attorney's fees shall include attorney's fees on any appeal, and in addition a party entitled to attorney's fees shall be entitled to all other reasonable costs for investigating such action, taking depositions and discovery and all other necessary costs the court allows which are incurred in such litigation. All such fees shall be deemed to have accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment.

SEC. 22. INDEPENDENT CONTRACTOR.

The CONTRACTOR is and shall at all times remain as to the CITY, a wholly independent contractor.

Neither the CITY, nor any of its officers, employees or agents shall have control over the conduct of the CONTRACTOR or any of the CONTRACTORs’ officers, employees or agents, except as herein set forth. The CONTRACTOR shall not at any time or in any manner represent that it or any of its officers, employees or agents are in any manner officers, employees or agents of the CITY, nor shall CITY officers, employees or agents be deemed the officers, employees, or agents of CONTRACTOR as a result of this Contract.

SEC. 23. NOTICE.

Any notice, demand, request, document, consent, approval, or communication either party desires or is required to give to the other party or any other person shall be in writing and shall be deemed to be

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given when served personally or deposited in the U.S. Mail, prepaid, first-class mail, return receipt requested, addressed as follows:

To CITY: City of Montebello
Attention: Director of Public Works / City Engineer
To CONTRACTOR: ____________________________
____________________________
____________________________
____________________________
SEC. 24. PROHIBITION AGAINST ASSIGNMENT.

The experience, knowledge, capability and reputation of CONTRACTOR, its principals and employees were a substantial inducement for the CITY to enter into this Contract. Neither this Contract nor any interest herein may be transferred, assigned, conveyed, hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of CITY. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent (25%) of the present ownership and/or control of CONTRACTOR, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Contract shall be void. No approved transfer shall release the CONTRACTOR or any surety of CONTRACTOR of any liability hereunder without the express consent of CITY.

SEC. 25. CUMULATIVE REMEDIES.

The provisions of this Contract are cumulative and in addition to and not in limitation of any rights or remedies available to CITY.

SEC. 26. COUNTERPARTS.

This Contract may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes.

IN WITNESS WHEREOF the parties hereto have caused this Contract to be executed on the date next to their respective officers duly authorized signatures in that behalf.

CITY OF MONTEBELLO
By: ___________________________________
Mayor
Date: _________________________________
ATTEST:
______________________________________
City Clerk

APPROVED AS TO FORM

CONTRACTOR
By: ___________________________________
Date:
__________________________________
By: ___________________________________
Date:
__________________________________

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_______________________________________
City Attorney
EXHIBIT “A”

INSURANCE REQUIREMENTS
On or before beginning any of the work called for by any term of this Contract, CONTRACTOR, at its own cost and expense, shall carry, maintain for the duration of this Contract, and provide proof thereof that is acceptable to CITY of its procurement of the insurance specified below from insurers and under forms of insurance satisfactory in all respects to CITY. Such insurance shall not be in derogation of CONTRACTOR’s obligations to provide indemnity under this Contract.

1. Comprehensive General Liability and Automobile Liability Insurance Coverage.

CONTRACTOR shall carry and maintain Comprehensive General Liability and Automobile Liability Insurance which provides the following:

Minimum coverage: Bodily injury limits of $2,000,000 for each person and $2,000,000 for each occurrence; property damage limits of $2,000,000 for each occurrence, $5,000,000 aggregate.

Products/Completed Operations Hazard Insurance in an amount of not less than FIVE MILLION DOLLARS ($5,000,000);
A combined single limit policy with aggregate limits in an amount of not less than Five MILLION DOLLARS ($5,000,000) shall be considered equivalent to the said required minimum limits set forth herein above.

If a Commercial General Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Contract or the general aggregate limit shall be at least twice the required occurrence limit.

Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from activities contemplated under this Contract, including the use of owned and non-owned real property and automobiles. Insurance coverage shall not be subject to any type of pollution exclusion or owned property exclusions.

2. Automobile Liability.

CONTRACTOR shall carry and maintain Automobile Liability Insurance which provides a

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minimum coverage of at least $5,000,000 per accident for bodily injury and property damage.

3. Worker's Compensation.

CONTRACTOR shall carry and maintain worker’s compensation in the amount of $1,000,000 as required by the California Labor Code for all persons employed directly or indirectly in connection with this Contract by CONTRACTOR. To the extent that CONTRACTOR utilizes any subcontractor for the performance of any part of the work under this Contract, CONTRACTOR shall require and assure that such subcontractor also carry and maintain worker’s compensation as required by the California Labor Code for all persons directly or indirectly in connection with this Contract.

4. Additional Insureds.

The CITY, its officers, agents and employees must be named as additional insureds or as additional loss payees in all insurance policies required by this Contract. An endorsement to this effect shall be delivered to CITY prior to the commencement of any work. Satisfaction of any deductible requirement shall be the responsibility of CONTRACTOR. Such insurance shall be primary and noncontributory with any other insurance maintained by the CITY.

5. Notice of Cancellation.

CONTRACTOR agrees to oblige its insurance agent or broker and insures to provide CITY with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.

6. Severability Clause.

Each of the policies of insurance shall contain a clause substantially as follows:

The insurance afforded by this policy applies separately to each insured against whom a claim or suit is made or suit is brought, except with respect to the limit of the insurer's liability.

7. Qualifications of Insurer.

All policies of insurance shall be issued by an insurance company acceptable to CITY and authorized to issue said policy in the State of California.

8. Approval of Insurer.

The insurance carrier providing the insurance shall be chosen by CONTRACTOR subject to approval by CITY, provided that such approval shall not be unreasonably withheld.

9. Payment of Premiums.

All premiums on insurance policies shall be paid by CONTRACTOR making payment, when due, directly to the insurance carrier, or in a manner agreed to by CITY.

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10. Evidence of Insurance and Claims.

CONTRACTOR shall provide certificates of insurance to CITY as evidence of insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. The CITY’s Risk Manager must approve insurance certificates and endorsements prior to commencement of performance. Current certification of insurance shall be kept on file with the CITY at all times during the term of this Contract. The CITY reserves the right to require complete, certified copies of all required insurance policies, at any time.

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(Use of City Bond Form is Required)
EXHIBIT “B”

FAITHFUL PERFORMANCE BOND

PUBLIC WORK (CALIFORNIA)
KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, the Principal and the City of Montebello (“Obligee”) have entered into a written contract, hereinafter called the Contract, a copy of which is or may be attached hereto, dated the ______ day of ____________________, ______ referred to and made a part hereof for __________________________________________________________________________ and all appurtenant work in accordance with Project No. , which agreement requires the Principal to provide Obligee with this bond.

NOW THEREFORE, we, _______________________________________, as Principal, and ___________________________________________, a corporation organized under the laws of _________________________, and duly authorized to transact business in the State of California, as Surety, are held firmly bound unto the City of _____________________________, as Obligee, in the sum of _________________________________________________________________ Dollars ($_______________________), lawful money of the United States of America, which is 100% of the amount of the Contact,for the payment whereof well and truly to be made the Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

The address at which the Surety may be served with notices, papers and other documents is:
______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ The address at which the Principal may be served with notices, papers and other documents is:
______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ The condition of the foregoing obligation is such that if the Principal, his or its heirs, executors, administrators, successors or assigns, and each of his or its subcontractors shall well and truly perform and fulfill all the undertakings, covenants, terms, conditions, and agreements of said contract, and during the life of any guaranty required under the contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions, and agreements of any and all duly authorized modifications of said contract that may hereafter be made, then this obligation shall be void; otherwise it shall be and remain in full force and effect.

As part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the obligee in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications.

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This document is signed by the respective parties on the dates next to their names.

Principal
By: __________________________________
Title: ________________________________
Surety
By: __________________________________
Title: ________________________________
Date: ________________________________
Date: ________________________________
I declare under penalty of perjury under the laws of the State of California that the contents of the above Faithful Performance Bond are true and correct, and that I have been duly authorized to sign this Faithful Performance Bond on behalf of Surety. This Declaration is signed on , in the City of , State of California.
--OR--
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document
State of California )
)
County of ___________________________ )
On ______________ before me, ____________________________________(here insert name and title of the officer), personally appeared
___________________________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature __________________________________ (Seal)
-- AND –
(Proof of signature authorization or power of attorney must be attached) APPROVED AS TO FORM:
_________________________
City Attorney

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EXHIBIT “C”
Labor and Materials Payment Bond
(Use of City Bond Form is Required)

LABOR AND MATERIAL PAYMENT BOND

PUBLIC WORK (CALIFORNIA)
KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, ________________________________________, as Principal, has entered into a contract dated ___________________, _____, (the "Contract") with the City of MONTEBELLO (Obligee) referred to and made a part hereof to perform the following work of public improvement, to wit:
_____________________________________________________________________________________ _____________________________________________________________________________________ __________________________________________________________and all appurtenant work in accordance with the plans and specifications for Project No._______, which requires Principal to file this bond to secure claims made under Civil Code Sections 9550-9554..

NOW THEREFORE, we, ____________________________________, as Principal, and ___________________________________________, a corporation organized under the laws of ______________________ and duly authorized to transact business in the State of California, as Surety, are held firmly bound unto the City of _____________________________, as Obligee, and all subcontractors, laborers, material persons and other persons employed in the performance of the referenced agreement, in the sum of _________________________________________________ Dollars ($_______________________), lawful money of the United States of America, which is 100% of the amount of the Contract, for the payment whereof well and truly to be made the Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

The address at which the Surety may be served with notices, papers and other documents is:
______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ The address at which the Principal may be served with notices, papers and other documents is:
______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ If the above bounden Principal, his or its heirs, executors, administrators, successors, assigns, or any of his or its subcontractors, fails to pay for any materials, provisions, provender, or other supplies, or teams, implements or machinery, used in, upon, for or about the performance of the work contracted to be

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done, or for any work or labor to persons named in Section 9100 of the Civil Code, or for amounts due under the Unemployment Insurance Code with respect to such work or labor performed under the Contract, or for any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the contractor and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, then the Surety on this bond will pay the same, in an amount not exceeding the sum specified in this bond, and also, in case suit is brought upon this bond, a reasonable attorney's fee, which shall be awarded by the court to the prevailing party in said suit, said attorney's fee to be taxed as costs in said suit and to be included in the judgment herein rendered.

As part of the obligation secured hereby, the Surety shall not be exonerated or released from the obligation of the bond by any change, alteration, or modification in or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement or pertaining or relating to the furnishing of labor, materials, or equipment therefor, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme of work of improvement, nor by any rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement, or under the bond, nor, where the bond is given for the benefit of claimants, by any fraud practiced by any person other than the claimant seeking to recover on the bond.

This bond shall inure to the benefit of any and all persons, companies and corporations named in Civil Code Section 9100 so as to give them a right of action in a suit on this bond.

This bond is executed for the purpose of complying with the laws of the State of California designated as Title 3, Chapter 5, Payment Bond, commencing with Section 9550 of the Civil Code of the State of California and all amendments thereto, and shall inure to the benefit of any of the persons named in Section 9100 of the Civil Code of the State of California.

This document is signed by the respective parties on the dates next to their names.

Principal
By: _________________________________
Title: ________________________________
Surety
By: _________________________________
Title: ________________________________
Date: ________________________________
Date: ________________________________
I declare under penalty of perjury under the laws of the State of California that the contents of the above Labor and Materials Payment Bond are true and correct, and that I have been duly authorized to sign this Labor and Materials Payment Bond on behalf of Surety. This Declaration is signed on ______ , in the City of _____, State of California.
--OR--

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A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document
State of California )
)
County of ___________________________ )
On ______________ before me, ____________________________________(here insert name and title of the officer), personally appeared
___________________________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature __________________________________ (Seal)
-- AND –
(Proof of signature authorization or power of attorney must be attached) APPROVED AS TO FORM:
________________________
City Attorney

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SECTION 01000 GENERAL REQUIREMENTS
PART 1 - INFORMATION AND DOCUMENTS

1.1 REFERENCE TERMS
A. The term "Owner" or "City" shall mean "City of Montebello" and the authorized representatives acting on the City’s behalf.

B. The term "Engineer" shall mean "City Engineer" or their authorized representative.

C. The term "Inspector" shall be the City’s authorized job inspector or any independent inspection service acting on the City’s behalf.

1.2 DOCUMENTS
A. Drawings and Specifications Cooperative: The Drawings and Specifications labeled "MONTEBELLO CITY PARK BASEBALL FIELD REFURBISHMENT" are intended to be complementary and items or information shown in one but not the other are to be included as if shown in both. Anything not expressly set forth in either but which is necessarily implied shall be furnished as though specifically both shown and mentioned without extra charge. The Drawings and Specifications are bridging documents and it is responsibility of the Contractor to complete the project with the design intent shown in the Drawings and Specifications. Should anything be omitted from the drawings that are necessary for proper execution of the work herein described, it shall be the duty of the Contractor to notify the City before signing the contract.

B. Scaling of Prints: Shall be avoided and, when done, shall be the Contractor’s responsibility. Given dimensions shall take precedence. Consult the Engineer for all necessary dimensions that are not given. Check all field dimensions and existing building conditions and sizes before proceeding.

C. Additional Details: Shall be furnished by the Engineer as they may be required, and shall be considered of equal force with those that accompany these Specifications.

D. Omissions or Errors: If discovered in the Drawings or Specifications, shall be brought to the attention of the Engineer. No work is to proceed where there is any uncertainty as to the meaning of these documents.

1.3 QUALITY CONTROL
A. Variations to Expedite the Work: Contractor shall consult the Inspector if at any time a variation in the construction or in the quality of materials as specified is desired. Contractor will be allowed to vary from the documents only after written

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approval of the City is obtained.

B. Building Codes: Building Codes of this State and the specific County and City and the latest rules and regulations of the National Board of Fire Underwriters and all other applicable codes and regulations shall be accurately complied with.

C. Layout of Work: Shall be done under the supervision of the Contractor by a Cityapproved Land Surveyor licensed in California using professional-type instruments. Contractor shall establish elevations and locate and stake all on-site improvements and grading for approval by the City prior to proceeding and shall be responsible for any damage that may be sustained by the City or others from incorrect locations of site improvements.

D. Substitutions: Substitutions in material or methods of construction, when necessary because of material shortages or in order to avoid serious delay, may be made only after they are approved by the City in writing.

E. Alterations and Extras: No alterations shall be made in the work from that shown in the Drawings and Specifications, and no claims will be allowed except in pursuance of a written change order countersigned by the City and the Engineer, and any alterations or changes so ordered shall in no way invalidate the contract.

Should the Contractor deem any work to be an extra, the City shall be notified in writing and a written change order shall be issued before any work is executed, or no claim will be allowed.

F. Public Access: Continuous safe public access (both pedestrian and vehicular) shall be maintained along frontages. Construct temporary walkways as necessary.

1. Barricade open depressions and holes that occur in the performance of this work. Post warning light adjacent to the depression.

2. Operate warning light during hours from dusk to dawn each day, and as otherwise required.

3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by operations under the specified work.

G. Material and Workmanship: All materials and workmanship are to be the best of their respective kinds. The terms "or equal", "approved", "selected", and so forth, shall mean as approved, etc. by the Engineer. All materials and equipment used shall be in accordance with the manufacturer’s printed directions.

Use adequate numbers of skilled workpersons who are thoroughly trained and experienced in necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of work specified. Use equipment adequate in terms of size, capacity, and numbers to accomplish work in a timely manner.

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H. Defective or Improper Work: Any work or materials not acceptable to the Engineer must be removed by the Contractor and replaced by approved materials and/or work without extra compensation. In the event that such removal might cause injury to other portions of the work, or if the Contractor refuses or neglects to remove them, then the City may deduct from the contract price such sum as judged to be just and reasonable as damage caused by non-compliance with the plans and specifications, as well as for the difference in value between the balance that may be due the Contractor.

I. De-Watering: Contractor shall generally keep work areas free of all surface water so as to permit construction work to progress in an orderly and workmanlike manner.

PART 2 - SUBMITTALS

2.1 SHOP DRAWINGS
A. Shop drawings shall be submitted to the Engineer for review only where so called for in the drawings or technical specification sections, as follows:

1. PDF file.

2. All shop drawings shall be thoroughly reviewed and signed by the Contractor indicating approval prior to submittal of drawings to the Engineer.

2.2 SUBMITTALS
A. Only where called for in the drawings or technical specifications, samples of materials to be used in fulfilling the requirements of the specifications shall be deposited with the Engineer at least 3 working days prior to their use in the work to allow sufficient time for review.

B. Submit manufacturers’ samples to the Engineer at least three (3) working days prior to execution of the work as required in the specifications and in all cases where choice of color, finish, style, or texture is involved.

C. Provide mock-ups to the Engineer at least five (5) working days prior to execution of the work as required in the drawings and specifications.

2.3 TESTING
A. When testing of materials is required by these specifications, the Contractor shall give the City sufficient notice of readiness for the tests to be taken. The cost of all tests will be borne by the City except for retesting as specified below, and the minor amounts of material required for testing which the Contractor shall furnish. The

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Contractor will cooperate with the City’s representative in the taking of test samples.

B. Should the results of any required test fail to meet the requirements of the Specifications, then the Contractor shall furnish new samples of new materials, as directed by the City, and additional tests shall be made at the Contractor’s expense until the test results are found to meet the requirements of the documents.

2.4 JOB SITE SAFETY
A. Neither the professional activities of the Owner’s Representative, nor the presence of the Owner’s Representative or their employees and subconsultants at a construction/project site, shall relieve the Contractor of their obligations, duties and responsibilities including, but not limited to, construction means, methods, sequence, techniques or procedures necessary for performing, superintending and coordinating the work in accordance with the contract documents and any health or safety precautions required by any regulatory agencies. The Owner’s Representative and their personnel have no authority to exercise any control over any construction contractor or their employees in connection with their work or any health or safety programs or procedures. The Contractor shall be solely responsible for job site safety, and the Owner’s Representative and the Owner’s Representative’s subconsultants shall be indemnified by the Contractor and shall be made additional insureds under the Contractor’s policies of general liability insurance.

PART 3 - TEMPORARY FACILITIES AND CONTROLS

3.1 TEMPORARY FACILITIES
A. Utilities:

1. Existing water and electricity service located on-site may be used as required for the work. Contractor shall make all such arrangements as required with the responsible utility company.

2. Existing sanitary facilities may be used on-site as required.

3. Shut downs of utilities for any reason shall be subject to approval by the City. When extended shut downs are required the Contractor shall provide standby service for normal occupancy requirements.

4. Before starting work, coordinate work and obtain clearance from utility companies and/or governmental agencies that supply existing or proposed services to project.

5. Unless they are shown to be removed, protect active utility lines shown on these plans or otherwise made known to the Contractor prior to excavating.

If utilities are damaged, they shall be repaired or replaced at no additional cost to the City.

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6. If active utility lines are encountered and are not shown on these plans or otherwise made known to the Contractor, the Engineer shall be immediately notified and Contractor shall then take the necessary steps promptly to assure that service will not be interrupted.

7. If service is interrupted by work performed under this section, immediately restore service by repairing damaged utility at no additional cost to the City.

8. If existing utilities interfere with permanent facilities being constructed under this contract, immediately notify Engineer and obtain instructions from them.

9. Do not proceed with permanent relocation of utilities until written instructions are received from the Engineer.

B. Protection:

1. The Contractor shall provide adequate protection for all portions of the existing site, its improvements, and its occupants throughout the work. All damage done to existing property shall be neatly repaired or replaced at the Contractor’s expense. Work shall be executed in careful, orderly manner with the least possible disturbance to public and occupants of the area.

2. Contractor shall protect and save any and all utilities. Any time existing utilities are exposed, the City Inspector shall be notified. Repairs on existing utilities shall not be performed without prior approval and inspection by the City Inspector.

C. Field Office and Enclosures:

1. Fences, enclosures, storage sheds, etc., required by the Contractor for the storing of tools and materials shall be located where approved in advance by the City. Such fences, enclosures, storage sheds, etc., are at the Contractor’s option.

D. A 6-foot high temporary chain link construction fence shall be installed along the entire perimeter of the work area and shall be maintained for the duration of the project. The temporary construction fencing shall be in good condition, staked into ground wherever possible, and installed with a top tension wire. The fence posts shall be two inch (2”) diameter galvanized steel. The fence fabric shall be 11-gauge, with knuckled barbs on the top edges.

3.2 CLEAN-UP
A. During the construction period, the premises shall be kept free from the accumulation of waste materials or rubbish on a daily basis. The final cleaning shall leave the facilities ready for occupancy with no additional clean up. Clean up dirt, grease, asphalt, etc., from all surfaces. Use no cleaning materials that will damage finishes.

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3.3 MOBILIZATION AND BONDING
A. Mobilization shall conform to the provisions of Sections 7-3.4 of the Standard Specifications.

3.4 STORMWATER POLLUTION PREVENTION PLAN IMPLEMENTATION A. Refer to plans for stormwater pollution prevention requirements.

3.5 CONSTRUCTION STAKING
A. Construction staking shall conform to SECTION 02310 EARTHWORK AND GRADING and the provisions of Sections 3-10 of the Standard Specifications except as modified:

The Contractor will perform and be responsible for the accuracy of surveying adequate for construction. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement will be performed by the Contractor at the expense of the Contractor. The Contractor shall notify the Engineer in writing at least 2 Working Days before survey services will be required in connection with the laying out of any portion of the Work. The Contractor shall dig all holes necessary for line and grade stakes. Unless otherwise specified in the Special Provisions, stakes will be set and stationed by the Contractor for curbs, headers, sewers, storm drains, structures, and rough grade.

PART 4 - MATERIALS AND EQUIPMENT

4.1 GENERAL
A. Deliver all materials and equipment to the project site in the manufacturer’s original sealed, labeled containers, if any, and protect all packaged and unpackaged items against moisture, dust, tampering or damage from improper handling or storage.

Storage location shall be as approved in advance by the City.

B. Place materials and equipment on order in time to avoid job delay or hindrance.

Schedule deliveries to coincide, as nearly as possible, with construction schedule.

C. Except as specifically noted otherwise, the installation and/or maintenance directions provided by the manufacturer shall be followed for all materials and equipment.

D. All materials shown on the drawings or specified herein shall be new unused materials unless specified otherwise.

E. All materials not conforming to the requirements of these specifications shall be considered as defective and all such materials, whether in place or not, shall be rejected and shall be removed immediately from the job site.

F. Prior to ordering materials or starting work, the Contractor shall verify all measurements at the site and shall be held responsible for their accuracy. No extra

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compensation will be allowed for differences between actual dimensions and the measurements shown on the drawings.

4.2 SUBSTITUTIONS
A. In addition to the statements set forth in Paragraph 1.3D of this Section regarding the specification and naming of products, brand names, manufacturers, etc., as referenced within these Specifications, the following will apply:

1. Specific names are indicated to establish quality and functional standards required to do the work, and to meet the quality and functional standard of the contract.

2. Substitute items shall be equal or superior to the items specified at no additional cost to the City.

3. It shall be the responsibility of the Contractor to prove the equality of item(s) proposed for substitution. Therefore, the Contractor shall submit for the City’s approval all pertinent product data and samples as the City deems appropriate, to establish said product equality before commencing with that portion of the work. Failure of the Contractor to receive the City’s approval in writing shall cause the City to reject said product and its related assembly and/or installation, and require the complete replacement with that item specified, all at the Contractor’s cost. Submittals for proposed substitutions will be reviewed once at the cost of the City. Subsequent reviews of submittals will be at the cost of the Contractor on an hourly basis.

4.3 MEASUREMENT & PAYMENT
A. Where the estimated quantities for a specific portion of the work are designated on the plans as final pay quantities, said estimated quantities shall be the final quantities for which payment for such specific portion of the work will be made, unless the dimensions of said portions of the work shown on the plans are revised by the Inspector or Engineer. If such dimensions are revised, and such revisions result in an increase or decrease in the quantities of such work, the final quantities for payment will be revised in the amount represented by the changes in the dimensions. The estimated quantities for such specific portion of the work shall be considered as approximate only and no guarantee is made that the quantities that can be determined by computations, based on the details and dimensions shown on the plans, will equal the estimated quantities. No allowance will be made in the event that the quantities based on computations do not equal the estimated quantities.

In case of a discrepancy between the quantities shown on the plans as final pay quantities and the quantity of the same items shown on the bid form, payment will be based on the final pay quantities shown on the plans.

PART 5 - RECORD DRAWINGS

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5.1 Electronic files (PDF) of the drawings shall be furnished to the Contractor by the City on that the Contractor will fully illustrate all revisions, with complete dimensions, made by all crafts in the course of work. This shall include all field changes, adjustments, variances, substitutions, and deletions, whether covered by Change Orders or not. Underground installations must be located precisely as constructed on the Record Drawings.

The Record Drawings shall be updated on a weekly basis and submitted complete to the City with each pay request. Pay requests will not be processed without the aforementioned Record Drawings.

Upon completion of the work, it shall be the responsibility of the Contractor to transfer all revisions to a complete set of PDFs. The Contractor shall submit the Record Drawings to the City with request for final payment. Final payment will not be processed without the aforementioned Record Drawings.

PART 6 - GUARANTEES

6.1 The Contractor shall provide a written guarantee for all the work as required in the Technical Specification section.

6.2 Assemble and bind three (3) sets of all certificates, warranties, guarantees, and maintenance manuals into clearly organized files and present the files to the City at the completion of the work.

PART 7 – MEASUREMENT AND PAYMENT

7.1 All work under this section shall be paid for at the Lump Sum Price for bid items Mobilization, Bonding and Record Drawings; Construction Staking; Storm Water Pollution Prevention and Temporary Construction Fencing and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in these bid items complete in place as shown on the plans, specifications, and as directed by the Engineer, and no additional compensation will be allowed therefor.

END OF SECTION 01000
SECTION 02220 DEMOLITION (See also General Requirements) PART 1 - GENERAL

1.1 SCOPE
A. This section shall consist of all clearing, grubbing, stockpiling, and removals and demolition including concession building, chain link fencing, metal posts, bleachers, dugouts, asphalt pavement, concrete pavement, concrete curbs, drains,

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site furnishings, irrigation and other miscellaneous demolition as shown on the plans or specified herein.

B. Related work specified elsewhere:

1. Earthwork and Grading - Section 02310

2. Planting - Section 02934

3. Site Concrete – Section 03300

1.2 REVIEW
A. Contractor shall review with City's Representative the exact limits of work and extent of materials to be removed.

1. Examine site and structures and determine exact nature and status of structural elements and utilities prior to commencing demolition.

2. City assumes no responsibility for actual condition of items or structures to be demolished.

3. Prior to commencing the work, perform a site survey to identify existing areas of damage to adjacent building areas and other buildings.

1.3 STANDARDS
A. All work shall conform to ANSI A10.6, Safety Requirements for Demolition Operations and to the codes and regulations of the City.

1.4 SCHEDULE
A. Submit schedule indicating proposed methods and sequence of operations for selective demolition work for review prior to commencement of work. Include coordination for shut-off, capping, and continuation of utility services as required.

1. Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of adjacent building uses.

2. Coordinate continued occupancy with adjacent building tenants.

PART 2 - EXECUTION

2.1 DEMOLITION OF STRUCTURES
A. Provide a minimum of 72 hours advance notice of demolition activities.

B. Protection: Provide temporary barricades and other forms of protection as required to protect general public from injury due to selective demolition work. Provide protective measures as required to provide free and safe passage of general public to and from occupied portions of building. Erect temporary covered passageways

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as required by authorities having jurisdiction.

C. Environmental Controls: Use water sprinkling, temporary enclosures, and other suitable methods to limit dust and dirt rising and scattering in air to lowest practical level. Comply with governing regulations pertaining to environmental protection.

D. Utilities: Disconnect all utilities to structures to be demolished in the manner prescribed by the utility company.

E. Selective Demolition: Perform selective demolition work in a systematic manner.

Use methods required to complete work indicated on the drawings in accordance with demolition schedule and governing regulations. Conduct selective demolition operations and debris removal in a manner to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities.

F. Traffic: Do not close, block or otherwise obstruct streets, walks, or other occupied or used facilities without written permission from the City. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations.

G. Extent: Demolish foundation walls and footings to a depth of not less than 12 inches below finish grade. Demolish and remove below-grade wood or metal construction. Break up below grade concrete slabs. Completely fill below-grade areas and voids resulting from demolition work. Provide fill consisting of approved earth, gravel or sand, free of trash and debris, stones over 6 inch diameter, roots or other organic matter.

H. Clean-up: Remove debris, rubbish and other materials resulting from demolition operations from building site. Transport and legally dispose of materials off site.

I. Damages: Promptly repair damages caused to adjacent facilities by demolition work at no cost to the City.

J. Contractor Salvage: Items indicated to be removed but of salvageable value to the Contractor may be removed from structure as work progresses. Transport Contractor salvaged items from site as they are removed. Storage or sale of removed items on site will not be permitted.

2.2 REMOVALS
A. Contractor shall strip the site of all remaining materials not to remain as part of the finished work. All such materials shall be legally disposed of off-site at Contractor's expense except as otherwise noted on drawings. Items to be disposed of off-site include but are not limited to the following:

1. Concession building as shown in the drawings.

2. Chain link fencing and footings, fabric, and posts, as shown in the drawings.

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3. Bleachers, as shown in the drawings.

4. Dugouts, dugout site furnishings and drains, as shown in the drawings.

5. Asphalt pavement, as shown in the drawings.

6. Concrete pavement and curb, as shown in the drawings.

7. Any rubble remaining from demolition, marquee signs, and other signs.

8. Site furnishing, as shown in the drawings.

9. Irrigation system components, as shown in the drawings.

B. All edges of existing paving to remain shall be sawcut in a neat clean manner.

C. Where any marked or unmarked utility lines or other underground obstruction or piping may be encountered within the work area, notify the City's Representative or the agencies or service utility companies having jurisdiction thereof, and take necessary measures to prevent interruption of service (if live). Should such lines or service be damaged, broken, or interrupted, those services shall be repaired immediately and restored by the Contractor at their own expense.

D. 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. It shall be the responsibility of the Contractor to ascertain whether any public facilities exist along the line of work, whether or not shown on the plans; and Contractor shall, at the Contractor’s expense, do any necessary work to save from damage all such property in or adjacent to the work, and shall repair all damage thereto caused by the Contractor’s operations.

E. Service connections to adjacent properties requiring removal or adjustment, due to new construction, will be so removed or adjusted during the course of construction operations. The Contractor shall cooperate with the utility companies and/or agencies in such work.

F. Prior to commencement of site grading work the Contractor shall notify the City’s Representative that the site has been cleared. Site grading shall not commence until the City’s Representative has completed review of the site and has given approval to proceed.

PART 4 - MEASUREMENT AND PAYMENT

4.1 Work for removal of concession building, chain link fencing, bleachers, dugouts, asphalt pavement, concrete pavement, concrete curbs, drains, site furnishings and irrigation shall be paid for at the Lump Sum Price, for bid item Demolition and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in concession building, chain link fencing, bleachers, dugouts, asphalt pavement, concrete pavement, concrete curbs, drains, site furnishings and irrigation demolition complete in place as shown on the plans, specifications, and as directed by the Engineer, and no additional compensation will be allowed therefor.

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END OF SECTION 02220
SECTION 02230 CLEARING AND GRUBBING
PART 1 - GENERAL (See also General Requirements)

1.1 SCOPE
A. Perform all clearing and grubbing as shown and specified including turf and weeds.

B. Related work specified elsewhere:

1. Earthwork and Grading - Section 02310

2. Planting - Section 02934

1.2 STANDARDS
A. All work shall conform to the codes and regulations of the City and to the State of California Caltrans latest edition of Standard Specifications (DTSS).

PART 2 - PRODUCTS (none)
PART 3- EXECUTION

3.1 PROTECTION
A. Protect in place all trees and plantings as shown in drawings.

3.2 CLEARING
A. Contractor shall review with the Owner’s Representative and the City the exact limits of work and extent of materials to be removed.

B. Strip all organic and vegetable matter from unpaved areas to be improved to a depth sufficient to remove such material. The Contractor shall protect surrounding areas from damage by equipment or construction operations.

3.3 REMOVALS
A. Contractor shall strip the site of all materials not to remain as part of the finished work. All such materials shall be legally disposed of off-site at contractor’s expense except as otherwise noted on drawings. Items to be disposed of off-site include, but are not limited to the following:

1. Trees, lawns, weeds, roots and other organic material, wood and trash.

2. Baseball field turf, depth as required for installation of new sod.

3. Planting, as shown in the drawings.

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B. All items so indicated on the drawings shall be carefully removed and returned to the storage yard as directed by the Parks Director to facilitate possible re-use by the City.

C. All above-grade components of existing irrigation system shall be removed, as shown in the drawings. Existing mainline shall be capped where shown on drawings. All below-grade components may remain where they do not interfere with new construction.

D. All existing signs or other improvements that are required to be removed or replaced with new construction will be so moved or replaced during the course of construction operations to the satisfaction of the City. Contractor shall remove all traffic signs and return to City.

E. Tree stumps shall be removed to a minimum of three feet below existing grade and deeper if necessary to accomplish construction.

F. All excavation within the drip line of trees to remain shall be accomplished in a careful manner. No roots greater than one-inch diameter shall be cut. Where excavation reveals roots greater than one-inch diameter that will interfere with construction, Contractor shall notify City’s Representative for direction prior to proceeding.

3.4 WORKMANSHIP
A. Where required, saw-cut concrete or other materials in a neat, clean manner so as not to damage adjacent pavements or structures.

B. All excavation within the drip line of trees to remain shall be accomplished in a careful manner. No roots greater than one-inch diameter shall be cut. Where excavation reveals roots greater than one-inch diameter that will interface with construction, Contractor shall notify the Owner’s Representative for direction prior to proceeding.

C. Where any marked or unmarked utility lines or other underground obstruction or piping may be encountered within the work area, notify the City or the agencies or service utility companies having jurisdiction thereof, and take necessary measures to prevent interruption of service (if live). Should such lines or service be damaged, broken, or interrupted through the Contractor’s own negligence, those services shall be repaired immediately and restored by the Contractor at their own expense.

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. It shall be the responsibility of the Contractor to ascertain whether any public facilities exist along the line of work, whether or not shown on the plans; and Contractor shall, at the Contractor’s expense, do any necessary work

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to save from damage all such property in or adjacent to the work, and shall repair all damage thereto caused by the Contractor’s operations.

Service connections to adjacent properties requiring removal or adjustment, due to new construction, will be so removed or adjusted during the course of construction operations. The Contractor shall cooperate with the utility companies and/or agencies in such work.

The right is reserved by the City and the owners of public utilities and franchises or their authorized agents, to enter upon the work for the purpose of making such changes as are made necessary by the proposed work, or for making necessary connections or repairs to their properties.

PART 4 - MEASUREMENT AND PAYMENT

4.1 All work under this section shall be paid for at the Lump Sum price, for bid item Clearing and Grubbing and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Clearing and Grubbing complete in place as shown on the plans, specifications, and as directed by the Engineer, and no additional compensation will be allowed therefor.

END OF SECTION 02230
SECTION 02310 EARTHWORK AND GRADING (See also General Requirements) PART 1 - GENERAL

1.1 SCOPE
A. Perform all finish grading work as shown and specified including, but not necessarily limited to backfilling dugout, site grading for concrete and landscaped areas, including subgrade compaction.

B. Related work specified elsewhere:

1. Demolition - Section 02220

2. Clearing and Grubbing - Section 02230

3. Trenching and Backfilling - Section 02315

4. Site Drainage - Section 02630

5. Site Concrete - Section 03300

1.2 STANDARDS
A. Unless otherwise shown or specified, all materials and methods shall conform to Section 300 Earthwork of the Standard Specifications as they reasonably apply to this work, except for measurement and payment requirements.

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Montebello City CouncilJuly 24, 2024

Montebello City Council
July 24, 2024