Agenda packet — Montebello City Council, April 8, 2026 (part 2 of 2)

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an amount in excess of one-half of one percent of th e prime contractors to tal bid. The prime contractor shall provide a description by bid item number or otherwise fully designate the portion of work to be performed by each subcontractor.

SECTION 2 – SCOPE OF THE WORK
2-2 PERMITS.

The text of Subsection 2-2 of the Standard Specif ications is hereby deleted and replaced with the following
:

Prior to the start of any work, the Contractor shall take out the applicable City permits and make arrangements for City inspections. The City will issue the permits at no charge to the Contractor.

The Contractor and all subcontractors shall each obtain a City 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, inspec tions, certificates, or au thorizations required by any governing body or entity.

The Contractor shall pay all costs incurred by the permit requirements.

Wherever the property of the Fe deral Government, the State of California, the County of Los Angeles, the City of Mo ntebello, any local utilities, or of an y other agency affected by the work included in this contract, the Contractor shall bear the cost of all permits and inspection lawfully exacted by said Government, State, County, City, District, Department, or other agency during the time of performing the work affecting said property; also, the Contractor shall bear all cost of traffic regulation and traffic control devices lawfully exacted by said State, County, City, or other agency during the time of performing the work affecting said property.

Where required under the terms of the permits, the Contractor shall obtain liability insurance acceptable to and in an amount required by the public agency having jurisdiction. The policy shall insure said agency against all claims arising out of or in connection with the work to be performed and shall remain in full force and effect until the work is accepte d by the City. The Contractor shall furnish to each such agency a certificate of protective liability insurance showing the protection afforded and the amount thereof.

Neither the terms hereof nor a nything shown on the drawings in connection with rights-of-way provided by the City shall be construed to entitl e the Contractor to con duct operations in said rights-of-way in violation of existing regulations restricting interference with watercourses and drainage channels. The Contractor shall take adequate precautions against obstructing storm water flow in any affected watercourse or channel, and shall not deposit excavated materials in any area where they might interfere with or be subject to erosion from such flow. 2-5 THE CONTRACTOR’S EQ UIPMENT AND FACILITIES.

The following is hereby added to this subsection of the Standard Specifications:
2-5.5 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.

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2-5.6 All noise producing project e quipment and vehicles using internal combustion engines shall be equipped with mufflers, and air inlet silencers where appropri ate, in good operating condition that meet or exceed original factor y 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. 2-5.7 All mobile or fixed noise producing equipmen t 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.
2-5.8 Electrically powered equipment instead of pneumatic or internal combustion powered equipment shall be used, where feasible.
2-5.9 Material stockpiles and mobile equipment stag ing, parking, and maintenance areas shall be located as far as practical from residences.
2-5.10 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, thes e 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 City Engineer.
2-5.11 The use of noise producing signals, including horns, whistles, alarms, and bells shall be for safety warning purposes only.
2-5.12 No project related public address, paging, two-way radio, or music system shall be audible at any adjacent residence.
2-5.13 The on-site construction supervisor shall have the responsibility and authority to receive and resolve noise complaints. An appeal proce ss 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.
2-5.14 The Contractor shall develop a project nois e control plan, which shall be approved and implemented prior to commencement of any construction activity. 2-5.15 Noise control features and plans shall be reviewed and approved by a noise control engineering professional.
2-5.16 Contract incentives may be offered to the construction contractor to minimize or eliminate noise complaints resulting from project activities.
2-5.17 The erection of temporary sound wall barriers shall be considered where project activity is unavoidably close to residences.

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2-5.18 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.
2-5.19 Arrange noisiest operations together in th e construction program to avoid continuing periods of annoyance.
2-5.20 If practical, implement proj ect noise abatement features prior to construction.

SECTION 3 – CONTROL OF THE WORK
3-2 SELF-PE
RFORMANCE.

The whole paragraph of Subsection 3-2 of the St andard Specifications is hereby deleted and replaced with the following:

The Contractor shall perform or provide, with its own organization, contract labor, materials, and equipment amounting to at least 50 percent of the Contract Price. The contract labor performed or provided by the Contractor shall amount to at least 25 percent of the total contract labor for the Contract. Contract labor shall exclude the Contractor’s superintendent. Any designated “Specialty Items” may be performed by subcontract and th e amount of any such “Specialty Items” so performed may be deducted from the Contract Pr ice before computing the amount of contract labor, materials, and equipment re quired to be performed or provi ded by the Contractor with its own organization. Where an entire item is subcontracted, the value of contract labor, materials, and equipment subcontracted will be based on the estimated percentage of the Contract Unit or Lump Sum Price, determined from information s ubmitted by the Contractor, subject to approval by the Engineer.

The Contractor with the bid pack age shall submit a list of all s ubcontractors intended to perform work on the project. This list shall include 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, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of th e prime contractors to tal bid. The prime contractor shall provide a description by bid item number or otherwise fully designate the portion of work to be performed by each subcontractor.
3-7 CONTRACT DOCUMENTS.

The contract comprises the following doc uments, including all additions, deletions, modifications, and appendices and all addenda as prepared prior to the date of bid opening setting forth modifications or interpretations of any of said documents:

The Notice of Inviting Bids, the Instructions to Bidders, the accepted Proposal, the List of Subcontractors, the Bid Security Forms, the Agreement, the Faithful Performance Bond, the Payment Bond, Bid Bond, the Plans, General Provisions and the Special Provisions.

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3-7.1 General.

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

The Contractor shall maintain a control set of Plan s and Specifications on the project site at all times. All final locations determined in th e field, and any deviatio ns from the Plans and Specifications, shall be marked in red on this c ontrol set to show the as-built conditions. Upon completion of all work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement is met.
3-7.2 PRECEDENCE OF THE CONTRACT DOCUMENTS.

The whole Subsection 3-7.2 of the Standard Specifications is hereby deleted and replaced with the following:

All of the CONTRACT DOCUMENTS shall be r ead as complimentary to one another and requiring the highest quality, highest quantity, and highest standard of performance for the Project for the City’s benefit. In the case of a di rect conflict between any of the CONTRACT DOCUMENTS, the order of precedence of the CONTRACT DOCUMENTS shall be:

FIRST: Requirements of law, includi ng the Charter and Ordinances of the City.

SECOND: Permits from other Agenci es as may be required by law or Ordinance.

THIRD: Permits from City Departme nts as may be required by law or Ordinance.

FOURTH: Change Orders and/or Supplemental Agreements; whichever occurs last.

FIFTH: Contract/Agreement.

SIXTH: Addenda.

SEVENTH: Bid/Proposal.

EIGHTH: Special Provisions.

NINETH: Plans.

TENTH: Standard Plans.

ELEVENTH: Standard Specifications.

TWELFTH: Reference Specifications.

Detailed plans shall have precedence over general plans.

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3-10 SURVEYING.
3-10.1 General.

The whole Subsection 3-10.1 of the Standard Specifications is here by deleted and replaced with the following:

The Contractor shall provide construction survey for all the streets shown in the contract documents, including office research of notes, plats or other necessary documents; marking removal limits; grade staking; tying and relocating utilities. All work shall be done to the satisfaction of the Engineer.

The Contractor shall notify the City of Montebello, in advance, in the event that any monumentation or witnesses to the monumentation should fall within any removal area.

The Contractor shall be liable for a back charge in an amount up to $1,000.00 per point obliterated or destroyed without notice or authorization from the City of Montebello.

Any questionable grade, elevation, location or element of design shown on the plans shall be brought to the immediate attention of the Engineer in writing for clarification prior to construction.

The City reserves the right to verify all stak ing and monumentation for horizontal and vertical accuracy. The allowable error sha ll not exceed 0.02 feet vertically or horizontally. Any staking found to exceed allowable error shall be reset at the sole expense of the Contractor and no additional compensation will be made therefore. In cases where the Contractor is unable to place a monument, such as conflicts with underground utilities, the Contractor shall notify the Engineer for review, confirmation, and approval of the o mission. All work describe d in this Section shall be done by or under the direction of a Professional Land Surveyor or a Registered Civil Engineer authorized to practice Land Surveying in the State of California herein referred to as “Surveyor”. 3-10.2 Line and Grade.

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

The Contractor’s Surveyor shall have all the necessary tools, materials, personnel available at the job site for setting blue, yellow and red top hubs at the time that they are set, and shall adequately reference all such stakes by setting hubs three (3) inches below subsurface.

The Surveyor shall have the option of establishing line and grade either by setting stakes to finished grade, marking the cuts and fills on the pavement, or referring to stakes, spikes, drill holes, chisel cuts, etc., on a grade sheet. Normally, stakes wi ll be set and stationed by the Surveyor for rough grade, curbs, headers, sewers, storm drains, a nd structures and a corres ponding cut or fill to finished grade (or flow line) indicated on a grade sheet. If the Surveyor elects to set stakes to the finished grade, the top of these st akes will be colored with blue cr ayon or paint. All elevations will be established with a Surveyor’s level or Theodolite.

For street improvements, the Surveyor will esta blish rough grade elevations at 50-foot intervals along the street. After completion of the rough grad ing, he/she will establish elevations for curb

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or pavement headers. An elevation for paveme nt will be established at all points indicated by elevations shown on the plans. Elevations will be established at 25-foot intervals on the centerline and at all grade changes. For resurfacing over ex isting pavement or cons tructing 2 or 3 course bituminous pavement, the Surveyor will paint data on the surface of the existing pavement and/or base course and each lift to indica te the fill to finished grade at such locations and intervals as to provide adequate control for laying the wearing surface course to finished grade.

Flow line elevations will be es tablished by the Surveyor at all changes in grade and at 25-foot intervals when the grade is greater than 0.50% and at 10-foot intervals for grades of 0.50% or less.

For flow lines adjacent to curbs on grades 0.10% or over, when the curb is new and has a uniform curb face, flow line elevations will not be se t on existing curbs, the grade of which may be irregular, grade points will be set at all changes in grade and at 25-foot intervals. Sufficient flow line elevations will be set to facilitate the construction of warped pavement sections or for special drainage conditions.

For integral curb and gutter, blue tops for the flow line will not be set but curb elevations shall be established at all changes in grade and at 25-foot intervals when the grade is more than 0.50% and at 10-foot intervals when the grade is 0.50% or less. In the case of integral curb and gutter with a varying curb face, grade sheets will show cuts and fills to the top of the curb or to the flow line and indicate the required curb face.

For storm drains, the Surveyor will establish elevations at 25-foot intervals along the main line, at all grade change points indicated on the plans, at inlets and outlets of structures and at the upper ends of house connections and laterals. Normal ly, elevations for narrow trenches will be established by means of offset stakes and a grade sheet giving cuts from such stakes will be issued.

When determined necessary, blue top hubs will be set in the trench for line and grade. Narrow trenches where there are space constraints due to utility conflicts must be approved by the Engineer and must compile with Slurry mix backfill according to S ection 306-12.2 of the Greenbook. Use of slurry mix backfill shall include furnishing ma terial, labor, tools, eq uipment and incidentals, and for doing all work involved in installing slurry mix backfill, as specified in the Standard Specifications, these Special Provisions, and as directed by the Engineer; and included in the cost for storm drain pipeline. No additional compensation shall be allowed.

Distances and measurements, except elevations and structural dimensions, are given and made on horizontal planes.

Copies of all grade sheets shall be provided to the Engineer for filing.

SECTION 4 - CONTROL OF MATERIALS
4-1 GENERAL.

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

The Contractor and all subcontractors, suppliers, and vendors, shall guarantee that the entire work will me
et all requirements of this contract as to the quality of materials, equipment, and workmanship. The Contractor, at no cost to the AGENCY, shall make any repairs or replacements made necessary by defects in materials, equipmen t, or workmanship that become evident within one (1) years after the date of recordation of the Notice of Completion. Within this one-year

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period, the Contractor shall also restore to full compliance with requirements of this contract any portion of the work which is found to not meet those requirements. The Contractor shall hold the AGENCY harmless from claims of any kind arising from damage s due to said defects or noncompliance. The Contractor shall make all repairs, replacements, and restorations within thirty (30) days after the date of the City Engineer’s written notice. 4-6 TRADE NAMES.

The first and second para graphs of this subsection of the Standard Specifica tions are hereby replaced with the following:

Although the bidder may believe that by use of a diffe rent 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 consideri ng 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 us e of the Contractor proposed equal that a ch ange in the contract amount may result.

SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-3 LABOR.
5-3.2 Prevailing Wages.

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 regard ing affirmative action to ensu re equal employment opportunities and fair employment practi ces. Failure to file a ny report due under said orders will result in suspension of periodic progress pay
ments. 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 se q., the City has on fi le in the City Cler k’s office the latest prevailing rates as established by the Director of Industrial Relatio ns of the State of California.

The Contractor shall not pay less than these rates.

The following subsection(s) are hereby added to Section 5-3 of the Standard Specifications 5-3.6 Laws .

The Contractor, and all subcontract ors, suppliers and vendors, shal l comply with all City, State and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. F
ailure 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 office rs. 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

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rates as established by the Director of Industrial Relations of the State of California. The Contractor shall not pay less than these rates.
5-4 INSURANCE.
5-4.2 General Liability Insurance.

The whole Subsection 5-4.2 of the Standard Specifications is hereby deleted and replaced with the following:

CONTRACTOR shall carry and maintain Compre hensive General Liabil ity 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 requir ed 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 tw ice the required occurrence limit.

Such coverage shall include but shall not be limited to, protectio n 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. Insura nce coverage shall not be subj ect to any type of pollution exclusion or owned property exclusions.
5-4.3 Worker's Compensation Insurance.

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

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 th e 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.
5-4.4 Auto Liability Insurance.

The whole Subsection 5-4.4 of the Standard Specifications is hereby deleted and replaced with the following:

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CONTRACTOR shall carry and maintain Autom obile Liability Insura nce which provides a minimum coverage of at least $5,000,000 per accident for bodily injury and property damage.

The following is hereby added to subsection 5-4 of the Standard Specifications:
5-4.5 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 commencemen t of any work. Satisfaction of any deductible requirement shall be the responsibility of CONT RACTOR. Such insurance shall be primary and noncontributory with any other insurance maintained by the CITY. 5-4.6 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. 5-4.7 Severability Clause.

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

The insurance afforded by this policy a pplies 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.
5-4.8 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. 5-4.9 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. 5-4.10 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. 5-4.11 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 e ndorsements prior to commencement of performance. Current certification of insurance shall be kept on file with the

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CITY at all times during the term of this Contra ct. The CITY reserves the right to require complete, certified copies of all required insurance policies, at any time. 5-7 SAFETY.
5-7.1 Work Site Safety.
5-7.1.1 General.

The following is hereby added to subsection 5-7.1.1 of the Standard Specifications:

It is part of the service require d of the Contractor to make what ever 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 remove d facilities. Unusual conditions may arise on the work, which will re quire 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 em ergency exists against which the Contractor has not taken sufficient precaution for the public safe ty, protection of utiliti es 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 furn ished 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.

The following subsection(s) are hereby added to Section 5-7 of the Standard Specifications:
5-7.9 Traffic and Access.

The Contractor shall notify the o ccu
pants of all affected properties in writing at least forty-eight (48) hours (2 working days) prior to any temporary obstruction of access. Contractor to revise all dates daily on no-parking signs. If works does not begin on the date posted on the no-parking sign, Contractor then shall replace all signs with the new correct dates. Vehicular access to the property line shall be maintained except as required for c onstruction for a reasonable period of time. No overnight closure of any driveway will be allowed except as permitted by the Engineer.

At least one twelve-foot-wide traffic lane shall be provided for each direction of travel on all streets at all times except as permitted by the Engineer. The Contractor must submit a traffic

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control plan to the City and obtain approval of same in writing from the City Engineer. 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).

There are some driveways that require replacement in order to be handicap compliant. Where a property has two driveways, only one driveway at a time can be closed for replacement. Where a single driveway to a property has a considerable width, half of the driveway is to be closed, worked on and reopened for usage before the other half of the driveway can be worked on.

All driveways have to be open for access during project non-construction hours and days which may require use of plating and other devices or methods.

No driveway can be worked on until the owner/tena nt has been informed in writing with five (5) working days’ notice of the scheduled work a nd has agreed to the pl anned schedule of the Contractor.

Under situations of driveway closure to pedestri ans, 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, warn ing 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 City.

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 th e Contractor with tem porary raised reflective markers when it is to be left un-striped overnight.
5-7.9.1 Street Closures, Detours, Barricades.

This subsection is hereby added to section 5-7.9 of the Standard Specifications:

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

At the Pre-Construction meeting, the Contract or 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 outl ine 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.

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

The Contractor shall prepare an y plans that may be required for temporary st riping to the satisfaction of the Engineer. In no event will te mporary striping be allowe d to remain on finish pavement surfaces.

In no case shall traffic be diverted from the exis ting traveled way without prior approval of the City Engineer.

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

This subsection is hereby added to section 5-7.9 of the Standard Specifications:

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 C ontractor. All expenses incurred by the City for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. However, if the City does not take such remedial measures, the Contractor is not relieved of the full responsibility for public safety.

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SECTION 6 – PROSECUTION AND PROGRESS OF THE 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 sh all 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 ea ch 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 Construc tion Schedule and delivery dates, arrange utility coordination, discuss construction methods, and clarify inspection procedures.

The Contractor shall submit periodic Progress Re ports to the Engineer by the last day of each month. The Report shall include an updated Cons truction Schedule. Any deviations from the original schedule shall be explai ned. Progress payments will be withheld pending receipt of any outstanding reports.
6-3 TIME OF COMPLETION.
6-3.1 General.

This subsection of the Standard Specifications shall be replaced by the following:

All construction work is to be completed within forty (40) working days. 6-3.2 Contract Time Accounting .

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

The Contractor’s activities shall be confined to the hours between 7:00 a.m. and 3:30 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 th e Contractor. Should the Cont ractor 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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SECTION 7 – MEASUREMENT AND PAYMENT
7-3 PA
YMENT
7-3.2 Partial and Final Payment .

The text of Subsection 7-3.2 of the Standard Specifications is hereby deleted and replaced with the following:

The closure date for the purpose of making part ial 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.

Decisions to Withhold Progress Payments
The Engineer may withhold or nullify the requested Progress Payments in whole or in part due to the Contractor to such extent as may be necessary to protec t the City from loss as a result of because of any of the circumstances listed below:

1. Defective work not remedied in accordance with provisions of the Contract Documents;

2. Third party claims, liens or stop notices filed or reasonabl e evidence indicating probable filing of such claims, liens or stop notices;

3. Failure of the Contractor to make paymen ts properly for labor, services, materials, equipment, or other facilities or to subcontractor;

4. A reasonable doubt that the work can be completed for the unpaid balance of the Contract Sum;

5. A reasonable doubt that the Contractor will comp lete the work within the agreed Contract Time;

6. Costs to the Owner resulting from failure of th e Contractor to complete the work within the stipulated time, or in accordance with the terms of the contract;

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7. Damage to other work or property;

8. Failure to fulfill all the require ments of the Contract Documents;

9. When there is pending litigation against the C ity related to this contract or reasonable anticipation thereof;

10. Failure of the contractor to maintain all records as required; to submit progress schedules, weekly payroll records, minority enterprise utilization reports and forms and any other such item required by these specifications;

11. Failure to pay laborers and mechanics employe d by the contractor or any subcontractor on the work the full amount of wages required by this contract, after written notice to the contractor.

12. Failure of Contractor of the subcontr actors to comply with applicable laws;

13. Any reason specified elsewhere in the Cont ract Documents as grounds for a withholding, offset or setoff or that would legally entitle City to a setoff or recoupment;

14. Additional professional, consultant or insp ection services required due to Contractor’s failure to comply with Contract Documents;

15. Liquidated damages payable to City;

16. Materials ordered or paid by C ity on behalf of Contractor;

17. Damage loss caused to City, a separate co ntractor, homeowner contractor or any other person or entity due to the actions of the Contractor;

18. Cleanup performed by City and chargeable to Contractor;

19. Failure of Contractor to pay contributions due and owing to employee benefits funds pursuant to applicable collective bargaining agreements or trust agreements;

20. Failure of Contractor or any Subcontractor to properly pay prevailing wages as defined in California Labor Code Section 1720 et/ seq.;

21. A breach by Contractor of any obligation or provision of the Contract Documents.

22. Whenever the City shall, in accordance he rewith, withhold any monies otherwise due the Contractor, written notice of the amount withheld and the reasons therefore shall be given the Contractor, and, when the Contractor sh all remove the grounds for such withholding, the City will pay to the Contractor, within 35 calendar days, the amount so withheld.

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Application of Withholding
Sums properly withheld in good faith may be used by City without a prior judicial determination of City’s actual rights with respect to recovery of any Loss on which such withholding is based.

Contractor agrees and hereby designates City as its agent in for such purposes, and agrees that such payments shall be considered as payments made under the Construction Contract by City to Contractor. City shall submit to Contractor ac counting of such funds disbursed on behalf of Contractor. As an alternative to such payment, City may, in its sole discretion, elect to exercise its rights to adjust the Contract Sum.

Payment by City
After an Application for Progress Payment has been made, the City shall make payment in a timely manner unless there is a good faith reason for withholding the payments in ac cordance with the provisions of the Contract Documents or Applicable Law.

Payment to Subcontractors
Upon receipt of payment from City, Contractor shall pay the Subcontractors performing the Work, out of the amount paid to Contractor on account of such Subcontractor’s portion of the work, the amount of which said Subcontractor is entitled in accordance with the terms of its contract with Contractor and Applicable Laws, including, without limi tation, California Public Contract Code Section 7107. Contractor shall remain responsible, notwithstanding a withholding by City pursuant to the terms of these General Conditions, to promptly satisfy from its own funds sums due to all Subcontractors who ha ve performed the Work that is included in Contractor’s Application for Payment. Contractor shall, by appropriate agreement, require each Subcontractor to make payments to its sub-contractors and su ppliers in similar manner. City shall have no obligation to pay or be responsible in any way for payments to Subcontractors, of any Tier.

Direct Negotiation of Stop Notices
City shall have the right to di rectly discuss, negotiate, settle or pay, without notice to or participation by Contractor, any stop notice claims asserted by the Subcontractors, of any Tier, and to deduct such sums paid from sums due to Contractor.

Release of Stop Notices
Except to the extent of any paym ents that City fails to make to Contractor under circumstances that constitute a breach by City of its payment obligations under the Contract Documents, if any stop notice, whether invalid or valid, is made, filed with, served upon or asserted against City or a Homeowner by any of the Subcontractors, of any Tier, or their agent or employee, for money claimed due for Work of any kind provided, then Contractor shall within five (5) Days after written notice by City and at Contractor’s Own Expense, procure, furnish and record appropriate releases or other instruments which under Applicable Laws will full release, extinguish and removed such stop notice. Unless and until such stop notice is fully released as afore-stated, City shall have the right to retain from any payments then due, or thereafter to b ecome due, an amount equal to one hundred and fifty percent (150%) of the amount necessary to satisfy, discharge and defend against any such stop notice and any act ion or proceeding thereon which may be brought to judgment or award. If the amount to be paid, or the amount retained thereon, is insufficient to satisfy, discharge

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or defend against such stop notice and any action of proceeding thereon, then Contractor shall be liable for the difference and upon written demand sh all immediately deposit the same with City.

The provisions in this paragraph ar e in addition to such other rights as City may have against Contractor under the Contract Documents or Applicable Laws.

Failure of Payment by City
If, through no fault of Contractor or failure by Contractor to comply with its obligations under the Contract Documents, Payment is not issued within thirty (30) Days after receipt of an undisputed and properly prepared and submitted Application for Payment then Contractor may, upon fourteen (14) additional Days’ written notice to City, stop the Project Work for which such Application for Payment is received until payment is received as to any undisputed and owing work. Any resulting Delay associated with the shut down and start-up of the Projec t Work as a result of Contractor’s proper exercise of its rights under this paragraph shall constitute a Compensable Delay.

Disputed Payments, Continuous Work
No dispute or disagreement with respect to the amount of any payment claimed due by Contractor shall relieve or excuse Contractor from the obli gation to proceed with and maintain continuous, expeditious and uninterrupted performance of the Work.

Completion. Inspection. Punch List. Re-Inspection
A Contractor-generated punch list mu st be provided to the City or its representative prior to the request for final inspection. It will be the discretion of the City or its representative to grant the final inspection based on the Contractor generated punch list. Contractor shall achieve Completion of the Project Work in accordance with the requirements of the Contract Time and other provisions of the Contract Documents. Contractor shall notify Engineer when Contractor believes that the Project Work for is Complete.

Unless the Engineer determines that the Project Wo rk is not sufficiently complete to warrant an inspection to determine Compliance, the Engin eer, accompanied by the Inspector of Record and any others deemed appropriate by the Engineer , will inspect the Project Work performed.

Contractor, along with such Subc ontractors and others as E ngineer deems n ecessary shall participate in the inspection. If the Project Work is found to be Complete, then Engineer shall proceed to issue a written completion notice as provided hereinafter.

Any items necessary for Compliance that are fo und missing, incomp lete or requiring correction shall be summarized by Contractor in a Completion Punch List and promptly signed by Contractor and delivered to Engineer. Contractor shall proceed within forty-eight (48) hours after signing the Completion Punch List to commence correction and completion of the items listed.

Contractor shall notify Engineer when the items listed are completed at which time a re-inspection shall be scheduled in the same manner as the or iginal inspection. If said inspection discloses any item, whether or not included on the original Punch List, which is found missing, incomplete, or requiring correction said item shall be corrected before a Notice of Completion shall be issued.

The City shall be reimbursed or at its option shall withhold from Contractor’s payments, amounts incurred by City to conduct more than two (2) inspections to determine Compliance of the Project

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Work. A Notice of Completion shall be issued by the Engineer when he determines that Compliance of the Project Work has occurred.

Final Completion
Contractor shall expeditiously and diligently pe rform all items of Project Work on the Final Completion Punch List so as to achieve Final Completion of the Project Work within the requirements of the Contract Time for Final Co mpletion of the Project Work. Contractor shall forward to Engineer a written notice when Contractor believes that it has completed all of the items on the Final Completion Punch List and is read for a Final Completion Inspection. Unless Engineer determines that the Project Work is not sufficiently complete to warrant an inspection to determine Final Completion, Engineer, accompanied by Inspector of Record and any others deemed appropriate by Engineer, will inspect Project Work performed. If the Project Work is found to be Finally Complete, then Engineer shall proceed to issue a Notice of Final Completion as provided hereinafter.

If said inspection discloses any item, whether or not included on the Final Completion Punch List, which is found missing, incomplete, or requiring correction said ite m shall be corrected before a Notice of Final Completion shall be issued. The City shall be reimbursed or at its option shall withhold from Contract or’s payments, amounts incurred by C ity to conduct mo re than two (2) inspections to determine Final Compliance of the Project Work for any Home. A Notice of Final Completion shall be issued by the Engineer when he determines that Final Compliance of the Project Work has occurred.

Concluding Payment
Upon issuance by Engineer of the Notice of Fina l Completion for the Proj ect Work Contractor shall submit to Engineer its Application for Payment requesting payment for completion. Without limitations to any other conditions to payment set forth elsewhere in the Contract Documents, the following shall be conditions precedent to a prope r submission, and to Engineer’s approval, of Contractor’s Application for Final Payment:

1. Submission of an affidavit that payrolls, bills for materi als and equipment, and other indebtedness connected with the Project Work for which City or City’s or Homeowner’s property or funds might be liable have been paid or otherwise satisfied;

2. Submission of consent of Suret y, if any, to Completion Payment;

3. Submission of a certifi cate evidencing that the insurance required by the Contract Documents is in force;

4. Submission of conditional releases and waiv ers of stop notice and bond rights upon final payment in the form required by California Code Section 3262(d)(3) executed by Contractor and by all Subcontractors, of every Tier, performing any portion of the Project Work;

5. Submission of all Close-Out Do cuments for the Project Work;

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6. Submission of adequate and complete certified payroll reco rds as required by the Contract Documents for any time period that Project Work was performed, which have not been submitted by Contractor in connection with its previous Applications for Payments.

7. Proper payment of prevailing wages as defi ned in California Labor Code Section 1720, et seq for the Project Work.

8. Submission of certificates by Contractor and each Subcontractor, as required by any applicable collective bargaining agreement or trust agreement or Applicable Laws, certifying that all employees’ benefits relating to the Project Work due and owing having been paid in full; and

9. Submission of any other documents or information required by the Contract Documents as a condition of Final Payment or Final Completion of the Project Work.

Final Payment Terminates Liability
No claim shall be made or be file d, and neither the City nor any of its officers or agents shall be liable or held to pay any money, except as specifically provided in the Contract Documents.

The acceptance by the Contractor of the final paym ent aforesaid shall operate as, and shall be, a release to the City and its agen ts, from all claim and liability to the Contractor for anything done or furnished for, or relating to, the work or for any act or neglect of the City or of any person relating to or affecting the work, except the claim against the City for the remainder, if any there be, of the amounts kept or retained as provided elsewhere in these General Conditions.

Securities in Lieu of Retention
Provisions of California Public Contract Code Section 22300 et. seq. substitution of eligible and equivalent securities for retention held by C ity to ensure Contractors performance under the Contract will be permitted at th e request and expense of the Cont ractor and in conformity with California Section 22300. The foregoing notwithstanding, the Contractor shall have ten (10) days following action by the City to award the Agreement to the Contractor to submit its written request to the City to permit the substitution of securi ties for retention under Ca lifornia Public Contract Code Section 22300. The failure of such Contractor to make such a written request for the City within said ten (10) day period shall be deemed a waiver of the Contractor’s right under California Public Contract Code Section 22300.

In the event the Contractor wishes to choose to exercise its rights under California Public Contract Code Section 22300, the Contractor shall enter into an escrow agreement with the City, and the escrow agent, a state or federally chartered bank in California with a current A.M. Best Rating of not less than “A,” in the form specified by said Section 22300. Contractor shall have the obligation of ensuring that such securities deposited are sufficient to maintain it total fair market value an amount equal to the cash amount of the sums to be withheld under the Agreement. If upon written notice from the City or from the appropriate escrow agent, indicating that the fair market value of the securities has dropped below the dollar amount of monies to be withheld by the City to ensure performance, Contractor shall, within five (5) da ys of the date of such notice, post additional securities as necessary to ensure that the total fair market value of all such securities held by the

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City, or in escrow, is equivale nt to the amount of money to be withheld by the City under the Agreement.

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

7.3.3 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 wo rk will not be included in the estimate for progress partial payment.
7-3.5 Contract Unit Prices.
7-3.5.1 General.

Replace this subsection with the following:

If the Engineer orders a change in quantity of an item of Work, and the change does not involve a substantial change in character of the Work from that shown in the Plans or Specifications, the City will adjust the total payment to be made for the item of Work by multiplying the amount authorized and installed by the Contract Unit Price. This amount may be greater or less than the amount shown in the Bid.

If the total quantity of a Major Bid Item is changed, the quantity changes of the quantity shown in the Bid, either more or less, will be adjusted at the Contract Unit Price. 7-3.5.2 Increases of More than 25 Percent
This subsection of the Standard Specifications is hereby replaced by the following:

No adjustments for any unit bid price for any quanti ty that will vary by more than 25% will be allowed.
7-3.5.3 Decreases of More than 25 Percent
This subsection of the Standard Specifications is hereby replaced by the following:

No adjustments for any unit bid price for any quanti ty that will vary by more than 25% will be allowed.

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7-4 PAYMENT FOR EXTRA WORK.
7-4.3 Markup.

Replace this subsection with the following:
7-4.3.1 Work by Contractor.

The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profit:

Labor 20%
Materials 15%
Equipment Rentals 15%
Other Contractor's costs 15%
One percent (1%) may also be added to the sum of costs and markups as compensation for the Contractor's bond premium.
7-4.3.2 Work by a Subcontractor.

When a subcontractor performs all or any part of the extra work, the markups in paragraph (a) shall be added to the subcontractor's actual cost of such work. The Contractor may add an additional markup of 10% of the first $5,000 of the subcontracted portion of the extra work and 5% on work added in excess of $5,000 of the subcontracted portion of work.

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, ho wever, the AGENCY personnel shall
have the right to enter upon the project at all time s 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.

SECTION 9 – CITY STANDARDS, STANDARD PLANS AND DRAWINGS Section 9 is hereby added to the Stan
dard 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 City Engineer shall determine what shall apply, and his determination shall be final. All construction is subject to the approval of the City Engineer.

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

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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 D
istricts of Los Angeles County - Applicable sewer and manholes.

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

City Standards - All applicable standard plans.

Standard Sp
ecifications - The 2024 edition of, a nd applicable amendments to, the “Standard Specifications for Public Works Construction (SSPWC).”
California Manual on Traffic Control Devices (CA-MUTCD), “Latest Edition”.

SECTION 10 – CLAI

MS AND PROTESTS
Section 10 is hereby added to the S
tandard Specifications as follows:

Excerpts from the Public Contract Code 9204.
(a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail o r certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or da mages aris ing from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) “Claim” means a “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3)(A) “Public entity” means, without limitation, except as pr ovided in subparagraph (B), a state agency, department, office, division, bureau, board, or commis sion, the California State University, the University of California, a city, including a charter city, county, including a charter

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county, city and county, including a charter city and county, district, sp ecial district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any projec t under the jurisdiction of that department.
(iv) The Department of Corrections and Rehab ilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing w ith Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project u nder the jurisdiction of that department. (vi) The Department of General Services as to all oth er projects. (vii) The High-Speed Rail Authority.
(4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) “Subcontractor” means any type of contr actor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d)(1)(A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying th e disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutu ally agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days foll owing the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be pro cessed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2)(A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this sectio n within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute.

Upon receipt of a demand in writing sent by regist ered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.

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(B) Within 10 business days following the conclusi on of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the clai m that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the a ssociated costs equally. The public entity and claimant shall mutually agree to a mediator with in 10 business days after the disputed portion of the claim has been identified in writing. If th e parties cannot agree upon a mediator, each party shall select a mediator and thos e mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation in cludes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation.

Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contra ctor in writing, the mediation conducted pursuant to this section shall excu se any further obligation under Section 20104.4 to mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitr ation of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A cl aim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontracto r lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the cont ractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was pe rformed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide th e subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a su mmary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section.

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(f) A waiver of the rights granted by this sectio n is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually ag ree to waive, in writing, mediation and proceed directly to the commencem ent of a civil action or binding arbitration, as applicable; and (2) a public entity may prescrib e reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.

PART 4 – EXISTING IMPROVEMENTS
SECTION 400 – PROTECTION AND RESTORATION
400-1 GENERAL.

The second paragraph of Subsection 400-1 of the St andard Specifications is hereby deleted and replaced with the following:

The Contractor shall relo
cate, 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. The Contractor shall make the effort to repair all sprinklers, pipe, etc by the end of the day.

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

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

All existing improvements including Fence/Wall/Gates/Plants/Grass/Trees/Irrigation Systems/etc. that might be damaged during construction should be videotap ed and it is Contractor’s responsibility to protect all existing adjacent fe atures such as landsca ping, irrigation system, property’s fence/wall/gates, curb and gutter, pull boxes, utility boxes, and etc. in place per section 400-1 of Standard Specifications for Public Works Construction. All damages to these items shall be fixed to the satisfaction of the City of Montebello without any additional compensation. 400-2 PERMANENT SURVEY MARKERS.

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

The Contractor shall be respons ible for the protection and pres ervation of existing permanent survey monuments and benchmar ks during construction. Damaged or lost monuments and benchmarks shall be restored to existing condition by a Register ed Civil Engineer or a Land Surveyor licensed by the State of California at no increase in cost to the City.

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The Contractor, at its own expense, shall employ a qualified surveyor to perform all survey work required for the completion of the project as specified in the plans and these specifications, comply with the requirements of Section 8771 of the Land Surveyors Act as amended and submit the documents from the County Surveyor as proof of compliance to the City of Montebello. 400-3 PAYMENT
This subsection of the Standard Specifications is hereby deleted and replaced with the following:

No separate or additional payment will be made for 1) protection of existing improvements, 2) restoration of existing improvements and 3) permanent survey markers. All costs to the Contractor for protecting, removing, restori ng, relocating, repair ing, replacing, or re -establishing existing improvements shall be included in the bid.

SECTION 402 – UTILITIES
402-1 LOCATION.
402-1.1 General.

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

The location and existence of any underground utility or substructure was obtained from a search of availab
le records. No guarantee is made or implied that the information is complete or accurate.

It shall be the Contract or’s responsibility alone to determine the exac t location of underground utilities or substructures of every nature and to protect them from damage . The Contractor shall excavate and expose all high-risk underground facilities. The Contractor shall notify the owners of all known utilities and substructures as set forth in the Specifications.

NOTIFICATION
The Contractor shall notify the City of Montebello and the owners of all utilities and substructures not less than 48 hours (2 working days) prior to starting construction. The following list of names and telephone numbers is intended for the convenience of the Contractor and is not guaranteed to be complete or correct:

CITY OF M
ONTEBELLO DEPT OF PUBLIC WORKS (323) 887-1462
Attention: Mr. Cesar Roldan [email protected]
AT&T (626) 318-9039
Attention:

Mr. Marco Macias
CALIFORNIA WATER SERVICE (323) 823-5287
Attention: Mr. Ralph Felix [email protected]

CENTRAL BASIN MUNICIPAL WATER DI
STRICT (323) 201-5500
Attention: Mr. Kevin P. Hunt

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CHARTER COMMUNICATION (626) 807-3263
Attention: Mr. Rodney Graf [email protected]
LOS ANGELES COUNTY DEPT. OF PUBLIC WORKS (626) 458-7136 Attention:

Mr. Mahdad Derakhshani [email protected]
LOS ANGELES COUNTY SANITATION DISTRICT (562) 908-4288 ext. 1205 Attention:

Ms. Christine Gurga [email protected] METROPOLITAN WATER DISTRICT (909) 242-1675
Attention:

Mr. Ben Brinker [email protected]

MONTEBELLO
LAND & WATER (323) 722-8654
Attention: Mr. Mario Gardea [email protected]
SAN
GABRIEL VALLEY WATER CO. (909) 201-7349
Attention: Mr. Paul Garavito
SOUTH MONTEBELLO IRRIGATION DISTRICT (323) 721-4735
Attention: Mr. Jordan Betencourt [email protected] SOUTHERN CALIFORNIA EDISON North of Lincoln Av (323) 720-5298 Attention:

Ms. Regina Gonzales
SOUTHERN CALIFORNIA EDISON North of Lincoln Ave. & Large Projects Attention: Ms. Elda Alatorre (323) 720-5214
SOUTHERN CALIFORNIA EDISON South of Lincoln Ave. (310) 608-5005 Attention: Ms. Lissette Alvarez [email protected] THE
GAS COMPANY (310) 605-4105
Attention: Mr. Cesar Arroyo [email protected] CRMSON
PIPELINE (310) 669-4002
Attention: Mr. Ryan Lassus (310) 669-4024
CHEVRON (310) 669-4014
Attention: Mr. Dave Zerler
CITY POLICE AND FIRE DEPARTMENT Police: (323) 887-1313 Fire: (323) 887-4510
UNDERGROUND SERVICE ALERT (800) 422-4133 Tel
(909) 808-8101 Fax
TRASH COLLECTORS – ATHENS DISPOSAL (626) 336-6100
STREET SWEEPING – NATIONWIDE (562) 860-0604

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MONTEBELLO UNIFIED SCHOOL DISTRICT (323) 887-7900
MONTEBELLO TRANSIT (323) 558-1625

EMERGENCY INFORMATION
The names addresses and telephon e numbers of the Contractor and subcontractors, or their representatives, shall be filed with th
e Engineer and the City Police Department prior to beginning work.
402-1.2 Payment
Payment for provisions under section 402-1 of the Standard Specifications shall be considered included in the various items of the work. No separate payment will be authorized.

PART 6 – TEMPORARY T

RAFFIC CONTROL
SECTION 600 – ACCESS
600-1 GENERAL.

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

The Contractor shall notify the occupants of all affected properties in writing at least forty-eight hours (2 working days) p
rior to any temporary obstruction of access.
600-2 VEHICULAR ACCESS.

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

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 Engineer.

In cases where driveways require replacement. Where a property has two driveways, only one driveway at a time can be closed for replacement. Where a singl e driveway to a property has a considerable width, half of the driveway is to be closed, worked on and reopened for usage before the other half of the driveway can be worked on.

All driveways have to be open for access during project non-construction hours and days which may require use of plating and other devices or methods.

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

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Under situations of sidewalk closure to pedest rians, 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, warn ing 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.

SECTION 601 – TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND

MAINTENANCE WORK ZONES
601-1 GENERAL.

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

At leas
t one twelve-foot-wide traf fic lane shall be provided for e ach direction of travel on all arterial streets at all times except as permitted by the Engineer. With previous authorization from the City, the Contractor can provi de one traffic lane on a single direction on residential streets, during construction hours.

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 th e Contractor with tem porary raised reflective markers when it is to be left un-striped overnight.

Street closures will not be allowed except as specifically permitted by the Engineer. 601-2 TEMPORARY TRAFFIC CONTROL PLAN (TCP)
601-2.1 General
The following is added this this subsection of the Standard Specifications:

At the Pre-Construction meeting, the Contractor shall submit to the Engineer a detailed traffic control plan per section 601 of the Standard Specifications a nd construction sequencing for the project. The plan shall includ e drawings as necessary to clear ly outline how traffic flow and pedestrian walkways will be handled during the course of c onstruction and where detour and advance notice signs will be posted.

Traffic control plan shall be approved in writing by the City Engineer prior to construction starts.

The plan shall be prepared per latest edition of California Manual on Traffic Control Devices (CA-MUTCD).

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

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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 st riping be allowed to remain on finish pavement surfaces.

In no case shall traffic be diverted from the exis ting traveled way without prior approval of the City Engineer.

The contractor shall include in hi s 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.
601-2.2 Payment
Payment for provisions under section 601 of the Standard Specifications shall be considered included under the bid item for traffic control. No separate payment will be authorized.

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SPECIAL PROVISION
PART 9 – BID ITEM DESCRIPTIONS
FOR

CHET HOLIFIELD PARK COMMUNITY GARDENS PROJECT
C.P. No. 945

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

Bid Item No. 1 – Mobilization/Demobilization ( Not to exceed 3% of tota l of all other Prime Contract Bid Items)
Mobilization shall conform to the provisions of Sections 7-3.4 of the Standard Specifications.

Mobilization and demobilization shall consist of preparatory wo rk and operations including, but not limited to, those necessary for the movement of personnel, eq uipment, materials, and incidentals to and from the project site necessary for work on the project and f or all other work and operations which must be per formed or costs incurred including bon ds, in surance, 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 j ob by the Contractor’s p ersonnel 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 th e construction period. The Contractor is res ponsible for securing an adequate storage site for equipment and mate rials. Demobilization includes removal of all equipment and materials from the site, clean up a nd restoration of th e work site at the end of project. This bid item sh all also include p ressure washing of all USA markings, clearing and grubbing operations p receding a nd p ost construction con sisting of removing all natural and artificial objectionable materials from the Right-of-Way in construction ar eas, road approaches and material sites. Clearing and grubbing shall conform to th e provision of section 300-1 of the standard specifications.

No additional amo unts shall be paid for erosion control, Best Management Pr actices (BMP), erosion damage clean-up, and remo val of debris f rom 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 de fined as any pr ogram, technology, process, citing criteria, oper ating method, measure, or device, which controls, pr events, removes, or r educes 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.

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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 cop ies of each publication on the
Contract site at all times plus any copies of applicable environmental mitigation plans.

Additional BMPs may be re quired as a resu lt of a change in actual fi eld conditions, contractor activities, or construction operation. When more than one BMP is listed under each specific BMP category, the Contractor shall select the appropri ate and necessary number of BMPs within each category in order to achieve the BMP objective.

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 Nati onal Weather Service Predicts rain within 24 hours. BMPs for erosion contro l 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 su bject to enforcement actions by the State Water Resources Control Board, Environmental Protection Agency, and private citizens. The Agency will pass through to the Contractor any penalty assessed by these entities for each calendar day that the Contractor has not fully implemented th e BMPs specified for the Contract and/or is otherwise in noncompliance with these provisions. In addition, the Agency will deduct, from the final payment due the Contractor, the total amount of any fines levied on the Agency, 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 Mobilization/Demobilization shall be included in the Lump Sum (LS) Price bid and shall be considered full compensation for obtaining all business licenses and permits, as required for the entire project, from all related agencies, includ ing, but not limited to, utility companies, private and public agencies and the City of Montebello; and complying with the requirements specified in thos e licenses and permits ; coordination, fiel d office facility, implementation of Best Management Practices, a nd incidentals necessary to perform all related items of work. Progress payments for this bid item shall be paid for in accordance with the completion percentage of the project to the C ontractor and shall incl ude the cost of such mobilization administration during the entire contract period and demobilization. No additional compensation will be allowed therefor. The sum total of this Bid Item shall not exceed 3% of the total of all other Bid Items.

Bid Item No. 2 – Provide Traffic Control
Traffic Control, Traffic Control plan, construction signing and tr a ffic maintenance shall comply
with the provisions of Subsections 5-7, 600 and 601 of the Standard Specification, Subsection 56- 2 of the Caltrans Standard Specifications, and the current requirements set forth in the “Manual of

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Traffic Controls for Construction and Maintenance Work Zones” published by the Department of Transportation, State of California, and Ma nual 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
With
in ten working days after the date of the Ag ency’s execution of the Contract Agreement the Contractor shall submit a proposed Construction Schedule for ap proval. Based on the approved project schedule, the Contractor shall notify residents and busi nesses of the proposed work and post temporary “NO PARKING” signs at no cost to the City. Signs sh all 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 st andards 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 pr ior to performing the work; ther efore 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 l east seventy two (72) hour s 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.

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.

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All complaints received by the City associated w ith 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 responsib le for adequate barricading of th e work area and controlling of traffic in the vicinity of the project as specified in Subsection 601 of the General Provisions.

PROTECTION OF WORK AND PUBLIC
The Contractor shall tak
e all necessary measures to protect work and prevent accidents during any and all phases of the work. The Contractor sha ll repair all damaged pavement as a result of vandalism (i.e., vehicle tracks, footprints, graff iti, 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 T raffic 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 cove red during the entire construction period.

TRAFFIC MAINTENANCE
The Contractor shall be responsib le for handling vehicu lar and pedestrian traffic in accordance with Subsection 601 of the Standard Specifications and these Special P rovisions.

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.

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 sequenc e of lanes or portions of lanes being closed for

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BD-5
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 tr affic is restricted to one lane in each direction, and when applying paving past intersecting ro ads, traffic shall be controlled as required by the “California Manual on Uniform Traffic Cont rol Devices”, CA-MUTCD. A p ilot car and driver will be required at various locations if control by flaggers and/or contro l 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 constructi on equipment shall be confined to an approved storage site selected by the Contractor and approved by the City.

TEMPORARY GUIDE MARKERS
Temporary guide markers shall be p
ortable 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-6
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 ma rkers 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.

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 minimu m of 1 ½ inches apart and
at a height on the post so that one reflective band will be betw een 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 de gree 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 va lues shall be performed in accordan ce 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 ta ngents or twenty (20) feet on curves.

FLUORESCENT TRAFFIC CONES
Provide lighted flashers and ligh ting for night time. T raffic cones shall be fluor escent 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 anc hored 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 shal l be spaced as necessary for prope r delineation; however, in no case shall the spacing between fluorescent cones exceed thirty (30) feet on tangents or twenty (20) feet on curves.

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BD-7

STRIPING
Temporary striping and marking which has no furt her use shall be removed by wet sandblasting, and all sand used in sandblas ting shall be removed without de lay as the sandblasting operation progresses.

RESTRICTI

ONS 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 Contrac
tor 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 furnis hing, placing and maintaining barricades and lights as necessary to protect the public from danger due to the work being done.

No additional amounts shall be paid for erosion control, erosion damage clean-up, and removal of debris from the project site, NPDE S requirements, or removal of so il deposited on public streets by construction traffic.

Payment for Provide Traffic Control shall be included in the Lump Sum (LS) Price bid and shall be considered full compensation for providing and maintaining safe traffic control including all temporary signs, striping and delineation, prep aring and providing traffic control plan during the project, obtaining all approvals and permits, as required, from all related agencies, including, but not limited to, public agencies and the City of Montebello; and complying with the requirements specified in those licenses and permits, coordinati on, field office facility; and incidentals necessary to perform all related items of work.

Bid Item No. 3 – Sawcut and Remove Existing AC Pavement, Base, Subbase and Native Soil to Provide Clear Depth
This Bid Item shall conform to Sections 300 and 401-2 of the St andard Specifications and shall include all labor, material and equ
ipment required to include the following items of work:

A. Sawcutting and removal by excavation of ex isting asphalt concrete (AC) pavement and underlying materials excavated to a depth required for the placement of a new pavement section and sub-base as shown on the project drawings. The excavation shall include, but is not limited to, the subgrade native soils. All work shall be completed in accordance with these specifications, the lines and grades, and typical cross-sections shown on the drawings. The underlying materials

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BD-8
which are removed from excavations beneath the existing AC pavement shall be inspected by the City Engineer prior to performing over excavation.

B. Removal of materials resulting from milling, ex cavation, shall be legally disposed of legally debris, shrubs, rubbish and excess material.

C. Maintaining dust control at all times by watering.

D. Removal and disposal of any additional items not specifically mentioned herein, which may be found within the work limits or are shown on the plans to be removed and disposed off legally.

E. Removal and disposal of unnamed concrete improvements.

F. Restoration and clean-up of the site.

G. Providing for traffic control and maintenance of access to dr iveways, security and safety including signs, barricades, covers, steel plates and/or chain link fencing as necessary.

H. Protecting in place of existing water mains, sewers, storm drains, meters, valve covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other existing structures.

I. Removing and restoring or relo cating all sprinkler lines, heads, valves, etc. interfering with construction of improvements.

J. All materials removed shall be lawfully disposed of at a site secured by the Contractor. The Contractor will make every effort to recycle excavated and demolition materials. The Contractor shall provide the City Engineer with a letter in dicating the final disposi tion of all excavated and demolition materials from the project within five (5) working days after project completion.

K. No excavated or demolished materials shall be left in the public right of way overnight.

It is the Contractor’s responsibility to do what ever subsurface exploration is required to do a complete bid covering the cost of removal to the grades required.

The Contractor shall also be aware of existing Petromat fabric ma terial under the existing pavement when removing the pavement. Pavement fabric, such as Petromat, shall be removed and disposed of, as required.

The Contractor shall also be aware of existi ng Macadam material under the existin g pavement
when removing the pavement.

The Contractor shall prepare the subgrade in accordance with the Specifications and to the satisfaction of the City Engin eer, prior to placing new paveme nt. This item shall include excavation, backfill, disposal of excess materials and fine grading required to establish the grades shown on the Project Plans.

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BD-9
The subgrade preparation shall conform to Section 301-1 of the Standard Specifications. Unless otherwise specified, soil in the paved area shall be compacted to a relative compaction of ninety- five (95) percent in layers not to exceed six (6) inches of subgrade prior to placement of gravel base and the remainder shall be ninety-five (95) percent by a suitable means of compaction.

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, se wers, storm drains, mete rs, 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 th e existing utilities under the work area. A ny damage done by the Contractor shall be repaired or replace as called out in Section 400 of the Standard Specifications for Public Works Construction at the Contractor’s expense.

This work shall consist of cutting existing aspha lt concrete or cement conc rete to facilitate its removal. Sawcutting shall be acco mplished by the use of a power dr iven 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 surface course AC is constructed. Under this item, the use of a grinder wi ll not be allowed in lieu of power-driven saw.

Payment for Sawcut and Remove Existing AC Paveme nt, Base, Subbase and Native Soil to Provide Clear Depth shall be at the contract unit price per Cubic Yard (CY) and shall be considered full compensation for furnishing labor, materials, equipment, sawcutting, removals, hauling and disposal of unsuita ble materials, grade for the ba se, compaction and no additional compensation will be allowed therefor. Payment for the removal of Macadam and/or Petromat fabric material shall be included in this bid item of work an d no additional compensation will be allowed.

Bid Item No. 4 – Sawcut and Remove PCC Pavement and
Native Soil to Provide Clear Depth
This Bid Item shall conform to Section 401 of the Standard Speci fications and shall include all labor, material and equipment require
d to include the following items of work:

A. Sawcutting and removal by excavation of existi ng Portland cement concrete (PCC) pavement and underlying materials excavated to a depth re quired for the placement of a new pavement section and sub-base as shown on the project drawings. The excav ation shall include, but is not limited to, the subgrade native soil s. All work shall be complete d in accordance with these specifications, the lines and grades, and typica l cross-sections shown on the drawings. The underlying materials which are removed from ex cavations beneath the existing PCC pavement shall be inspected by the City Engineer prior to performing over excavation.

B. Removal of materials resulting from milling and excavation, including but not limited to debris, shrubs, rubbish and excess material, shall be legally disposed of.

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C. Maintaining dust control at all times by watering.

D. Removal and disposal of any additional items not specifically mentioned herein, which may be found within the work limits or are shown on the plans, is to be removed and disposed of legally.

E. Removal and disposal of unnamed concrete improvements.

F. Restoration and clean-up of the site.

G. Providing for traffic control and maintenance of access to dr iveways, security and safety including signs, barricades, covers, steel plates and/or chain link fencing, as necessary.

H. Protecting in place of existing water mains, sewers, storm drains, meters, valve covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other existing structures.

I. Removing and restoring or relo cating all sprinkler lines, heads, valves, etc. interfering with construction of improvements.

K. No excavated or demolished materials shall be left in the public right of way overnight.

It is the Contractor’s responsibility to do whatev er subsurface exploration is required to make a complete bid covering the cost of removal to the grades required.

The Contractor shall also be aware of existi ng Macadam material under the existin g pavement
when removing the pavement.

The subgrade preparation shall conform to Section 301-1 of the Standard Specifications. Unless otherwise specified, soil in the paved area shall be compacted to a relative compaction of ninety- five (95) percent in layers not to exceed six (6) inches of subgrade prior to placement of gravel base and the remainder shall be ninety-five (90) percent by a suitable means of compaction.

All existing Portland cement concrete (PCC) paveme nt to join new constr uction shall be sawcut

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BD-11
in a straight line. Contractor shall exercise due caution to avoid any damage to existing improvements, protecting in-place of existing wa ter 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 th e existing utilities under the work area. A ny damage done by the Contractor shall be repaired or replaced as called out in Section 402 of the Standard Specifications for Public Works Construction at the Contractor’s expense.

This work shall consist of cutting existing aspha lt concrete or cement conc rete to facilitate its removal. Sawcutting shall be acco mplished by the use of a power dr iven 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 surface course PCC is constructed. Unde r this item, the use of a grinder will not be allowed in lieu of power-driven saw.

Payment for Sawcut and Remove PCC Pavement and Native Soil to Provide Clear Depth shall be at the contract unit price per Square Foot (SF) and shall be considered full compensation for furnishing labor, materials, equipment, sawcutting, remova ls, hauling and disposal of unsuitable materials, grade for the base, comp action and no additional compensation will be allowed therefor. Payment for the removal of Macad am and/or Petromat fabric material shall be included in this bid item of work and no additional compensation will be allowed.

Bid Item No. 5 – Sawcut and Remove Existing Curb & Gutter This Bid Ite
m shall include all labor, material and equipment required to sawcut, remove, haul away and properly dispose of existing concrete curb and gutter, base, sub base, native soil and all existing improvements to provide clear area for cons truction of new curb and/or curb and gutter.

Removal of concrete curb and/or curb and gu tter as shown on the Contract Drawings and as directed in the field by the Engineer, shall conform to S ubsection 401-3.2 of the Standard Specifications for Public Works Construction. Work shall also include replacement of any removal or damaged 3”-4” diameter drainpipe.

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 and/or curb and gutter is constructed. Generally sawcuts shall be on existing joints or score mark.

All necessary sawcutting of existing concrete curb and gutter shall be to the lines shown on Plans and as directed in the field by the Engineer. Sawc utting shall be included in the unit price and no further compensation shall be made.

Removal of 24 inches-wide strip of AC pavement along the concrete curb and gutter for forming is included in this removal bid item and no additional compensation will be allowed.

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All existing improvements including Fence/Wall/Gates/Plants/Grass/Trees/Irrigation Systems/etc. that might be damaged during construction should be videotap ed and it is Contractor’s responsibility to protect all existing adjacent fe atures such as landsca ping, irrigation system, property’s fence/wall/gates, curb and/or gutter, pull boxes, utility boxes, and etc. in place per section 402-2 of Standard Specifications for Pu blic Works Construction. All damages to these items shall be fixed to the satisfaction of City Engineer without any additional compensation. All materials to be removed as indicated on the plans shall be disposed of at a legal site as specified in subsection 401-3.2 and 402-3 of the Standard Specifications for Public Works Construction.

Payment for Sawcut and Remove Existing Curb & Gutter shall be paid for at the contract unit price per Linear Foot (LF) and shall be considered full co mpensation for complying with the above requirements and shall include furnishing of labor, materials, equipment, sawcutting, removal, excavation, hauling, prope rly disposing, protect ion of facilities, grading, sub-grade compaction, restoration and incidentals for doing all the work involved complete in place and no additional compensation will be allowed.

Bid Item No. 6– Sawcut and Remove Existing Concrete V-Gutter This Bid Ite
m shall include all labor, material and equipment required to sawcut, remove, haul away and properly dispose of existing concrete v-gutter and related adjacent areas needed to construct a v-gutter. Removal of concrete v- gutter as shown on the pl ans in conformance to Subsection 401-3.2 of the Standard Specifications for Public Works Construction.

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 sa wcut edge shall be maintained until new concrete V-Gutter is constructed. The exact location of the V-gutter removal shall be approved by the City Engineer in the field. Generally, sawcuts shall be on existing joints.

All necessary sawcutting of existing concrete V-Gutter shall be to the lines as required by the City Engineer. Sawcutting shall be included in the unit price and no further compensation shall be made.

Removal of 24 inches-wide strip of AC pavement along the concrete V-gutter for forming is included in this removal bid item and no additional compensation will be allowed.

All existing improvements including Fence/Wall/Gates/Plants/Grass/Trees/Irrigation Systems/etc. that might be damaged during construction should be videotap ed and it is Contractor’s responsibility to protect all existing adjacent fe atures such as landsca ping, irrigation system, property’s fence/wall/gates, curb and gutter, pull boxes, utility boxes, and etc. in place per section 402-2 of Standard Specifications for Public Works Construction. All damages to these items shall be fixed to the satisfaction of City Engineer without any additional compensation. All materials to be removed as indicated on the plans shall be disposed of at a legal site as specified in subsection 401-3.2 and 402-3 of the Standard Specifications for Public Works Construction.

Payment for Sawcut and Remove Existing Concrete V-Gutter (or portion thereof) shall be paid for at the contract unit price per Square Foot (SF) and shall be considered full compensation for

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complying with the above requirements and shall include furnishing of labor, materials, equipment, sawcutting, removal, excavation, hauli ng, properly disposing, protection of facilities, grading, sub-grade compaction, re storation and incidentals for doing all the work involved complete in place and no additional compensation will be allowed.

Bid Item No. 7– Sawcut and Remove Existing Concrete Curb Ramp This Bid Ite
m 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 401-3.2 of the Standard Specifications for Public Works Construction.

Prior to removing the curb ramp, the contractor shall determine the feasibility of constructing a new curb ramp in compliance with ADA standards.

Several locations that call out Removal and Replacement of ramps in the Plans and as approved 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 exis ting joints or score mark. Sawcutting shall be included in the unit price and no further compensation shall be made.

Removal of any private improvements should be c oordinated in writing with the owner and it is Contractor’s responsibility to obtain owner’s written approval for removal prio r to construction.

Right-of-Way Entry should be signed by the owner prior to removal of any private improvements at no additional cost to the City.

Removal of 24 inches-wide strip of AC or PCC pavement along the curb and gutter for forming and truncated dome is included in this removal bid item and no additional compensation will be allowed.

Payment for Sawcut and Remove Existing Concrete Curb Ramp (or portion thereof) shall be paid for at the contract unit price per Each (EA) and shall be considered full compensation for complying with the above requirements and shall include furnishing of labor, materials, equipment, sawcutting, removal, excavation, hauli ng, properly disposing, protection of facilities, grading, sub-grade compaction, re storation and incidentals for doing all the work involved complete in place and no additional compensation will be allowed.

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Bid Item No. 8– Remove Existing Landscape
In addition to the work outlined in
the Standard Specifications for Public Works Construction Section 300-2, the following items of work are included:

A. Removal, hauling and disposal of existing sub-base, base and native ma terial all within the project site and as shown on the plan or directed by the Engineer.

B. Removal of excess material from excavation, di sposal of debris, shrubs, roots, rubbish and excess material away from site.

C. Maintaining dust control at all times by watering.

D. Removal and disposal of any additional ite ms not specifically mentioned herein, which may be found within the work limits or are shown on the plans to be removed.

E. Restoration and clean-up of the site.

F. Protecting in place of existing water mains, sewers, storm drains, meters, valve covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other existing structures.

G. Removing and relocating all sprinkler lines, heads, valv es, etc. interfering with construction of improvements.

H. All materials removed will be lawfully disposed of at a site secured by the Contractor. The Contractor will make effort to recycle excavated and demolition materials. The Contractor will provide the Engineer with a letter indicating the final disposition of all excavated and demolition materials from the project within five (5) working days after project completion.

I. No excavated or demolition materials shall be left in the public right of way overnight.

J. Temporary support of all slope d and vertical plains of ex cavation. Shoring where needed shall be placed to protect exiting improveme nt including adjacent pr operties. Temporary shoring design is Contractor responsibility and shall be done by a Registered Engineer.

Contractor shall submit the calculation to the City’s Building and Safety Department prior commencement of the construction.

The Contractor shall be aware that the underl ying materials underneath the AC and concrete pavement, curb and gutters, longitu dinal gutter, alley intersection and sidewalk can be aggregate base, miscellaneous base or native soil. For the purpose of this project the underlying materials are classified as unclassified excavation.

It is the Contractor’s responsibility to do what ever subsurface exploration is required to do a complete removal to the grades required.

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The Contractor shall prepare the sub grade in accordance with th e Standard Specifications for Public Works Construction and to the satisfacti on of the City Engineer , prior to placing the improvements. This item shall include excavation, backfill, disposal of excess materials and fine grading required.

Removal of any underlying existing improvements shal l be to the lines as shown on plans or as directed by the City Engineer.

The sub grade preparation shall conform to Section 301-1 of the Standard Specifications for Public Works Construction. Unless otherwise specified, so il in the paved area shall be compacted to a relative compaction of ninety (90) percent by a suitable means of compaction.

Final subgrade elevations shall be confirmed by survey elevations per Standard Specifications for Public Works Construction.

Payment for Remove Existing Landscape shall be paid for the contract unit price per Cubic Yard (CY), and shall be considered full compensation for complying with the above requirements.

Furnishing of labor, materials, equipment, re moval, excavation, hauli ng, properly disposing, protection of facilities, grading, sub-grade compaction, restoration and incidentals for doing all the work involved complete in place and no additional compensation will be allowed.

Bid Item No. 9– Remove Existing Tree and Tree Roots
This item shall include grinding stumps and associated roots to the diameter of the trunk at existing grade and to the depth of 3-foot below existing grade. Grindings shall be removed from this 3- foot hole. The hole shall then be filled with soil and compacted to 90-percent relative compaction.

For trees indicated on the project drawings for removal, the Contractor shall place a visible removal “tag” on these trees prior to removal; Inspector shall approve the removal of tagged tree within three working days after tagging. Tree shall be removed in a workmanlike manner so as not to injure other standing trees or imp rovements to be preserved. Contractor shall remove the tree, stump, and all roots larger than 1-1/2 inches in diameter to 36 inches below grade for tree indicated for removal on the drawings. Any water lines to rema in shall be protected in place. Hole created from removal of tree stump shall be backfilled and graded to finish level by the end of the workday. All debris from pruning or removing tree shall be cleaned up and hauled away from the work site on the same day that the tree is removed.

Tree removal shall be performed by a Certifie d Arborist and in accordance with “Pruning Standards,” published by the Western Chapter of the International Society of Arboriculture. The Arborist can be a person in the employment of th e Contractor as long as the person has been certified by the Western Chapter of the Interna tional Society of Arbori culture. The Certified Arborist shall be approved in advance by the Engineer, and all removal shall be done in the presence of the Engineer.

Payment for Remove Existing Tree and Tree Roots shall be made per Each (EA) at the unit price bid in the contract prices bid and include full compensa tion for removing, furnishing all

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BD-16
labor, tools, equipment, sawcutting, hauling, properly disposing of materials and incidentals for doing all the work involved complete in place. No additional compensation will be allowed therefor.

Bid Item N
o. 10– Remove Existing BBQ Equipment and Appurtenances
This Bid Item shall include all labor, material and equipment relocate existing BBQ equipment Payment for Remove Existing BB Q Equipment and Appurtenances shall be at the contract unit price per Lump Sum (LS) and shall be considered full compensation for complying with the above requirements, furnishing of labor, materials, equipment, sawcutting, removal, excavation, hauling, properly disposing, prot ection of facilities, backfill, grading, sub-grade compaction, restoration and incidentals for do ing all the work involved comple te in place and no additional compensation will be allowed therefor.

Bid Item No. 11 – Construct Concrete Curb or Curb & Gutter This Bid I
tem shall include all labor, material and equipment required to place concrete curb and gutter for the project. Concrete curb and gutter shall conform to the provisions of Section 303-5 of the Standard Specifications for Public Work s Construction, Standard Plans for Public Works Construction and the Street Improvement Plans made part of these Specifications. Concrete shall be Class 520-C-2500 as specified in Section 201-1.3.3 of the Standa rd Specifications for Public Works Construction.

Concrete curb and gutter shall be per Standard Plans for Public Work Construction, Standard Plan 120-2 type A2-8 (200) or type A2-6 (150), W=24” locations and size per plans, or to match existing per City Engineer’s instruction.

Concrete curb and gutter shall be constructed to the line, grades and design shown on the plans or as ordered by the City Engineer. Existing curb a nd gutter 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, ti e marks, shoe marks, and blemis hes at no additional cost to the City.

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

Payment for constructing a two-foot-wide AC or PCC pavement strip along the curb and gutter for forming purposes and payment for a 4"-thick compacted crushed miscellaneous base (CMB) to be placed under the curb and gutter sh all be included in this bid item of work, and no additional compensation will be allowed.

Payment for Construct Concrete Curb or Curb & Gutter shall be paid for at the contract unit price per Linear Foot (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment, backfilling, grading, compacting, forming, pouring, finishing, hauling, properly disposing, and incidentals for doing all the wo rk involved complete in place and no additional compensation will be allowed therefor.

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Bid Item No. 12 – Construct Concrete Sidewalk (4”-Thick) This Bid Ite
m shall include all labor, material and equipment required to place concrete sidewalk for the project. Concrete sidewalk shall conform to the provisions of Section 303-5 of the Standard Specifications for Public Works Construction, Standard Plans for Public Works Construction and the Street Improvement Plans made part of these Specifications. Concrete shall be Class 520-C- 2500 as specified in Section 201-1.3.3 of the Standard Specifications for Public Works Construction. Concrete sidewalk shall be a mini mum 4” thick per the Standard Plans for Public Works Construction 112-2 and 113-2.

Concrete sidewalk shall be constructed to the line, grades and designs shown on the plans. 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.

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

Payment for Construction Concrete Sidewalk (4” thick) shall be paid for at the contract unit price per Square Foot (SF) and shall include full compensation for furnishing all labor, materials, tools, equipment, backfilling, grading, compaction, forming, pouring, finishing, hauling, properly disposing, and incidentals for doing all the wo rk involved complete in place and no additional compensation will be allowed therefor.

Bid Item No. 13 – Construct Concrete 34" Wide PCC V-Gutter This Bid I
tem shall include all labor, materi al and equipment require d to place concrete longitudinal gutter for the project. Concrete V gutter shall confor m to the provisions of Section 303-5 of the Standard Specifications for Public Works Construction, City of Montebello Standard Plans for Public Works Construc tion and the Street Improvement Plans made part of these Specifications. Concrete V gutter shall be constructed per details on sheet C-3. Concrete shall be Class 520-C-2500 as specified in Section 201-1 of the Standard Specifications for Public Works Construction.

Concrete v-gutter shall be constructed to the lin e, grades and design shown on the plans or as ordered by the City Engineer. The Contractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.

Payment for concrete v-gutter shall conform to the provisions of Subsection 303-5.9 of the Standard Specifications for Public Works Construction. 4” thick compacted Crushed Miscellaneous Base (CMB) under the v-gutter shall be paid under a separate Bid Item.

Payment for 24 inches wide AC or PCC Pavement strip along the V-gutter for forming purposes shall be included in this bid item of work and no additional compensation will be allowed.

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Payment for Construct Concrete 34" Wide PCC V-Gutter shall be paid for at the contract unit price per Square Foot (SF) and shall include full compensation for furnishing all labor, materials, tools, equipment, backfilling, grading, compacting, forming, pouring, finishing, hauling, properly disposing, and incidentals for doing all the wo rk involved complete in place and no additional compensation will be allowed therefor.

Bid Item No. 14 – Provide and Place 4”-Thick Crushed Miscellaneous Base (CMB) This Bid Item shall inclu
de all labor, material and equipment required to provide and place Crushed Miscellaneous Base (CMB). CMB shall be in c onformance with the requi rements specified in Section 200-2.4 for untreated base material of the Standard Specifications and shall be placed and compacted per plans and specifications and per Section 301 of Standard Specifications for Public Works Construction.

Payment for placing crushed misc ellaneous base shall conform to the provisions of Subsection 301-2.4 of the Standard Specifications for Public Works Construction.

Payment for Provide and Place 4”-Thick Crushed Miscellaneous Base (CMB) shall be paid for at the contract unit price per Cubic Yard (CY), shall include full compensation for furnishing all labor, materials, tools, equipment, backfilling, grading, compacting, finishing, hauling, disposing, and incidentals and for doing all the work involved complete in place and no additional compensation will be allowed therefor.

Bid Item No. 15 – Construct 4”-Thick Asphalt Concrete Overlay Type C2-PG 64-10 The work in this sec
tion shall include all labor, materials, and equipment required to complete all asphalt concrete paving work as follows.
• C2-PG 64-10 – Depth as indicated on the plans.

This bid item includes the placement of asphalt concrete (AC) Overlay course to a minimum depth of 4 inches in (2) 2 inch lifts as shown on the project plans.

Work shall conform to Sections 203-6 of th e Standard Specifications for Public Works Construction, these Specifications and as directed by the Engineer.

The Contractor shall submit to the City Engineer a written Construction Plan for the project that include; street sweeping equipmen t, paving equipment and speed, finish roller type, number of passes required, amplitude and period of roller vibration (if used) and truck haul route.

Pneumatic rollers shall not be used. Placement of asphalt concrete shall be installed with a 3 or 5- ton tandem roller. Either vibratory or static will be determined by the City Engineer.

All asphalt concrete work shall be performed in accordance with Subsection 302-5 “Asphalt Concrete Pavement” of the Sta ndard Specifications for Public Works Construction and these Specifications.

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Prior to the placement of asphal t concrete, Contractor shall cl ean up milled surfa ce by sweeping or washing before any overlay pavement takes place. Otherwise the dirt and dust will decrease the bond between the new overlay and the existing pavement. When sweeping, more than one pass is needed to remove all the dirt and dust. If the milled surface is washed, the pavement must be allowed to dry prior to pavement. All debris, dirt, and gravel from the surface should be removed and a tack coat of grade SS-1H emulsified asphalt conforming to the provision in Subsection 203-3 “Emulsified Asphalt” of the Standard Specifications of Public Works Construction shall be uniformly applied to all existing pavement surfaces and contact surface edges.

A Certificate of Compliance shall be required from the supplier of the asphalt concrete and delivered to the Engineer not less than Ten (10) working days prior to any scheduled asphalt concrete work. Asphalt concrete shall be placed, compacted to 95% relative density.

The field density of compacted Asphalt Concrete (AC) pavement shall be determined by a nuclear asphalt testing device, tested and calibrated in c onformance with California Test 375, in the field designed to measure the density of pavement of the thickness being constructed. All test sections (and any such areas where cores are taken for calibr ation) shall have compactions consistently in excess of 95% based on the nuclear gauge.

Mix designs submitted for review shall have been performed within Fifteen (15) days from Award of Contract. At the beginning of the paving ope ration, Contractor shall cooperate with City Engineer and establish a rolling pattern to ob tain acceptable density in the compacted asphalt concrete surface. Once the rolling pattern is established, Contractor shall follow this pattern unless otherwise directed by the Engineer.

Tack Coat (Not a Bid Item)
Asphalt emulsion binder shall comply with Section 302-5.8, “Tack Coat, of Standard Specification for Public Works Construction and these Specifications, and as directed by the Engineer.

When asphalt concrete is placed in contact with existing asphalt concrete, the surface shall be completely dry of water, clean of dirt and debris, and a tack coat of asphaltic emulsion shall be applied to insure proper bond. Aspha ltic emulsion shall be applied to all vertical surfaces of existing pavement, curbs, and gutters, and cons truction joints against which asphalt concrete material is to be placed, to pavement to be surfaced and to other surfaces designated in the specifications or as directed by the City Engineer.

The overlay shall not be placed until the binder has cured to the point where it is tacky to the touch and as directed by the Engineer. Asphalt emulsion binder shall be applied so far in advance of placing the surfacing as permitted by the City E ngineer. Immediately in advance of placing the overlay, additional asphalt emulsion binder shall be applied as directed by the Engineer to areas where the asphalt emulsion binder has been damaged, and loose or extraneous material shall be removed, and additional compensation will not be allowed.

The area to which asphalt emulsion binder has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder material onto existing pavement surfaces beyond the limits of the construction.

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BD-20
A tack coat shall be applied to all concrete or gutter surfaces that will be in contact with the asphalt surfacing. The tack coat shall consist of PG-64-10 paving asphalt. It shall be furnished and applied in accordance with the requirements of Section 203, and 302-5 of the SSPWC.

Apply tack coat at a rate not to exceed one-tenth (1/10) gallon pe r square yard uni formly in one coat on all vertical joins of AC patching and PC C surfaces and edges against which AC is to be placed. The surface to be covered shall be thoroughly cleaned of all dirt and loose materials prior to application of the asphalt binder.

The contract unit price paid for “Asphalt Concrete Pavement,” shall include full compensation for furnishing all labor, materials, tools, equipm ent, and incidentals a nd for doing all the work involved in constructing asphalt concrete overlay complete in place as shown on the project plans found and as specified in these specifications.

Quantities of material wasted or disposed of in a manner not called fo r under the contract, or rejected loads of material, including material re jected after it has been placed by reason of the failure of the Contractor to conform to the specifications of the contract, or materials placed outside the lines indicated from the transporting vehicle, or material remaining on hand after completion of the work, will not be paid for and such quantities will be deducted from the final total quantities.

No compensation will be allowed for hauling rejected material.

Payment for asphalt emulsion binder (Tack Coat) and preparation for overlay shall be included in the contract unit price paid for Asphalt concrete pavement.

Payment for Construct 4”-Thick Asphalt Con crete Overlay Type C2-PG 64-10 will be measured and paid by the Ton (TON) actually placed accompanied by weight certificates which shall be furnished by the Contract or to the Engineer at the job si te upon delivery of the material.

Certificates shall be a legible copy of a licensed weigh master's certificate showing gross tare, and net weight of each truckload of asphalt concrete . Measurement shall conform to Section 7-1 of Standard Specifications of Public Works Construction.

Bid Item No. 16 – Construct Concrete Curb Ramp
This Bid I
tem shall include all labor, material and equipment required to place concrete curb ramp and a full depth of asphalt concrete pavement at a section excavated for placement of a new curb ramp including adjacent sidewalk, curb and gutter, planting area, base, sub-base, and adjacent AC work complete in place for the project. Concre te curb ramp shall conf orm 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 constructed per Standard Plan 111-5 of SPPWC and case and type as shown on the project drawings and per City Engineer’s direction.

The contractor may be required to construct a curb behind the curb ramp. The cost of curb behind curb ramps shall be included in the cost of construction of a new curb ramp, and no further

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BD-21
compensation will be allowed.

Concrete shall be Class 520-C-2500 as specifi ed in Section 201-1.3.3 of the Standard Specifications for Public Works Construction. Contractor shall construct four-inch (4”) thick PCC curb ramp over the native soil compacted to a mi nimum of 95 % relative compaction. This item includes construction of adjacent curb, gutter and sidewalk for the placement of a new curb ramp in accordance with Sections 303-5 of the Standa rd Specifications for Public Works Construction and these Specifications.

Concrete curb ramp shall be constructed to the line, grades and design s hown on the plans or as ordered by the City Engineer. Existing surfaces to jo in shall be sawcut on a neat, straight line at the join location. The Contractor shall remove and rep lace any new concrete work with graffiti markings, tie marks, shoe marks, and blemishes at no additional cost to the City.

The new curb ramp to join the existing concrete cross gutter shall be doweled with No. 5 bars of 18-inch in length to existing gutter spandrel on grade. The contractor shall drill holes on the edge of concrete spandrel with 12” spacing on center and install High Strength Epoxy Tie Adhesive bars in the holes.

Truncated, detectable warning surface shall be yellow and 4’ wide and 3’ long minimum. A sample of material shall be approved by the City Engineer prior to installation. Provision and installation of truncated detectable warning surface is a pa rt of curb ramp construction and no further compensation will be allowed.

The curing of Portland cement concrete pavement shall conform to the provisions of Section 303-

1.10 and 303.5.6 of the Standard Specifications for Public Works Construction.

During construction of curb ramp, convenient tem porary approaches to crossings or intersecting the street shall be provided and kept in good co ndition. The temporary access shall not be closed until the replacement curb ramp are usable.

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 Construct Concrete Curb Ramp shall be paid for at th e contract unit price per Each (EA), and shall include full compensation for furnishing all labor, materials, tools, equipment, truncated detectable warning surf ace, backfilling, gradi ng, compacting, forming, pouring, finishing, curing, hauling, proper disposing, temporary ramp and incidentals for doing all the work involved complete in place, and no additional compensation will be allowed.

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Bid Item No. 17 Construct Mow Curb
This Bid Item shall include all labor, material an
d equipment required to place mow curb for the
project. Mow Curb shall conform to the provisions of Section 201-1 of the Standard Specifications and shall be placed in accordan ce with Section 303-5 of the St andard Specifications. Concrete shall be Class 520-C-2500 as spec ified in Section 201-1.3.3 of th e Standard Specifications for Public Works Construction.

Mow Curb shall be constructed to the line, grades and design shown on the plans or as ordered by the Engineer.

Concrete mow curb shall be constructed to the line, grades and design s hown on the plans or as ordered by the City Engineer. Existing mow curb 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, tie marks, shoe marks, and blemishes at no additional cost to the City.

Payment for constructing a two -foot-wide AC or PCC pavement strip along the mow curb for forming purposes shall be included in this bid item of work, and no additional compensation will be allowed.

Payment for Mow curb shall conform to the pr ovisions of Subsection 303-5.9 of the Standard Specifications.

Payment to Construct Mow Curb shall be paid for at th e contract un it price per Linear Foot (LF) and shall include full compensation for furnis hing all labor, materials, tools, equipment, grading, compacting, forming, pouring, finishing, hauling, disposing, backfilling, and incidentals and for doing all the work invol ved complete in place and no additional compensation will be allowed therefore.

Bid Item No. 18 - Provide, Place and Compact 4" Stabilized Decomposed Granite

1. GENERAL
The work under this section shall consist of furnishing all labor, materials, tools, equipment, transpo
rtation, and incidentals necessary to construct stabilized decomposed granite (DG) paving over aggregate base with Mirafi 140N permeable geotextile fabric or approved equal installed between the DG and aggregate base, complete in place, as shown on the Plans and as specified herein.

Work includes subgrade preparation, compacted miscellaneous base installation, geotextile placement, stabilized DG mixing and placement, compaction, edging, grading, and site restoration.

2. MATERIALS

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2.01 Decomposed Granite (Surface Course)
Decomposed granite shall:
• Be 3/8-inch minus, well-graded material
• Be free of organic matter, clay lumps, and deleterious substances • Have uniform color and texture
• Meet the following gradation:

Sieve Size Percent Passing
3/8 inch 100%
No. 4 85–100%
No. 30 40–70%
No. 200 10–20%
Minimum compacted thickness:
• 4 inches for pedestrian areas and light maintenance or service access

2.02 Stabilizer/Binder
Stabilizer shall be a polymer-based binder manufactured by Gail Materials, or approved equal.

Binder shall:
• Be specifically designed for stabilizing decomposed granite • Be non-toxic and suitable for public-use areas
• Be mixed uniformly with DG at manufacturer’s recommended application rate • Provide firm, stable, and erosion-resistant surface after compaction and curing Contractor shall obtain and follow the manufacturer’s latest written specifications and installation instructions prior to ordering materials.

Submit product data and mixing rates to the City for approval prior to installation.

2.03 Compacted Miscellaneous Base
Compacted miscellaneous base shall be 4 inches thick

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BD-24
Compacted miscellaneous base shall be compacted to a minimum of 95% relative compaction.

2.04 Geotextile Fabric
Geotextile fabric shall be Mirafi 140N, manufactured by TenCate Geosynthetics, or approved equal.

Fabric shall be nonwoven, needle-punched polypropylene geotextile meeting or exceeding:
• Grab Tensile Strength (ASTM D4632): 120 lbs minimum
• Puncture Strength (ASTM D4833): 60 lbs minimum
• Permittivity (ASTM D4491): 1.0 sec⁻¹ minimum
• UV Resistance: 70% strength retained after 500 hours
Fabric shall be permeable and suitable for separation and stabilization applications.

2.05 Edge Restraints
Provide aluminum edging in accordance with the manufacturer’s specifications and details, or provide another approved rigid restraint along exposed edges to prevent lateral displacement.

3. CONSTRUCTION REQUIREMENTS
For decomposed granite installation, remove existi ng site soil to a depth of 8¾ inches below the top of curb, per Detail 5 on Sheet 3 of the cont ract drawings. Compact the native subsoil to a minimum dry density of 90%, remove rocks, clods , roots, and all undesirable materials, and smooth the surface.

3.01 Subgrade Preparation
• Remove vegetation and unsuitable materials.
• Grade to required elevations and slopes.
• Compact subgrade to minimum 90% relative compaction.

3.02 Compacted Miscellaneous Base Installation
• Place compacted miscellaneous base in lifts not exceeding 4 inches.

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BD-25
• Compact each lift to minimum 95% relative compaction. • Finish surface smooth and true to grade.

3.03 Installation of Mirafi 140N Fabric or approved equal. • Place fabric directly over compacted aggregate base.
• Overlap adjacent edges minimum 12 inches.
• Secure fabric to prevent movement during DG placement. • Do not operate heavy equipment directly on exposed fabric. • Fabric shall extend to limits of DG area and terminate beneath edging.

Fabric shall remain flat, wrinkle-free, and in full contact with base prior to placement of DG.

3.04 Placement of Stabilized DG
• Mechanically blend decomposed granite with Gail Materials binder at manufacturer’s recommended rate prior to placement.
• Place material in uniform lifts not exceeding 4 inches loose thickness. • Maintain minimum 1% slope for drainage unless otherwise shown. • Compact to minimum 95% relative compaction.

Finished surface shall be firm, stable, smooth and ADA compliant.

3.05 Curing and Protection
• Protect surface from traffic for 24–48 hours or per manufacturer’s recommendations. • Repair damaged or disturbed areas at no additional cost to the City.

4. PAYMENT
• Payment for Provide, Place and Compact 4” Stabilized Decomposed shall be paid per Cubic Yard (CY) for decomposed granite as shown on the Contract Drawings. The price paid per cubic yard for furnishing and placing decomposed granite including filter fabric and removal & disposal of 8”+- soil (for full depth section construction) shall include full

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BD-26
compensation for providing, pl acing, and compacting decompos ed granite material as shown on the Contract Drawings and to the satisfaction of the City Inspector.

Bid Item No. 19– Provide and Place Top Soil
Installation of Top Soil shall be as shown on the Contract Drawings and shall conform to the provisions of Section 800-1.1.2 of the Standard Specifications and the Plans made part of these Specifications.

Payment for Provide and Place Top Soil shall be paid for at the contract unit price per Cubic Yard (CY) and shall be considered full compensation for furnishing all labor, materials tools, equipment and incidentals necessary to perform all work, involved in, or appurtenant to the work and as shown on the plans and as required by the Project.

Bid Item No.20 – Furnish and Install 6’ High
Black Vinyl Coated Galvanized Chain Link
Fence System
This Bid I
tem shall include all labor, material and equipment required to construct a Black Vinyl Coated Galvanized Chain Link fence as indicated on Plans. Black Vinyl Coated Galvanized Chain Link fence system shall conform to the requir ements of Section 304-3 of the Standard Specifications and details on sheet C-3. Refer to Section 206-6 for materials specifications. Black Vinyl Coated Galvanized Chain Link fence and gates shall be constructed per SPPWC 600-3 and contract plans detail on sheet C-3.

Fence is to be 6’ in height with top rail and no barbed wire.

Payment for Furnish and Install 6’ High Black Vinyl Coated Galvanized Chain Link Fence System shall be paid at the contract unit price per Linear Feet (LF), and shall include full compensation for Installing all labor, poles, hard ware, materials, tools, equipment, hauling, forming, finishing, disposing, and incidentals and for doing all the work involved complete in place and no additional compensation will be allowed therefor.

Bid Item No.21 – Furnish and Install 6’ High Black Vinyl Coated Galvanized Chain Link 8’ Wide Double Gates
This Bid I
tem shall include all labor, material and equipment required to construct a Black Vinyl Coated Galvanized Chain Link Double Gate as indicated on Plans. Black Vinyl Coated Galvanized Chain Link Double Gate shall conform to the re quirements of Section 304-3 of the Standard Specifications. Refer to Section 206-6 for materials specifications. Black Vinyl Coated Galvanized Chain Link Double Gate shall be constructed per SPPWC 600-3.

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BD-27
Gates are to be 6’ in height and double swinging gates. Width as shown and specified on contract plans.

Payment for Furnish and Install 6’ High Black Vinyl Coated Galvanized Chain Link 8’ Wide Double Gates shall be paid at the contract unit price per Each (EA), and shall include full compensation for Installing all labor, materials, post, hardware, tools, equipment, hauling, forming, finishing, disposing, and incidentals and for doing all the work involved complete in place and no additional compensation will be allowed therefor.

Bid Item No. 22 – Furnish and Install 6’ High Black Vinyl Coated Galvanized Chain Link Single Gate
This Bid Ite
m shall include all labor, material and equipment required to construct Black Vinyl Coated Galvanized Chain Link Single Gate as indicated on Plans. Black Vinyl Coated Galvanized Chain Link Single Gate shall conform to the requirements of Section 304-3 of the Standard Specifications. Refer to Section 206-6 for materials specifications. Black Vinyl Coated Galvanized Chain Link Single Gate shall be constructed per contract plans on sheet C-3 Gates are to be 6’ in height and 4’ wide as specified per contract plan on sheet C-3.

Payment for Furnish and Install 6’ High Black Vinyl Coated Galvanized Chain Link Single Gate shall be paid at the contract unit price per Each (EA), and shall include full compensation for Installing all labor, materials, post, hardware, tools, eq uipment, hauling, forming, finishing, disposing, and incidentals and for doing all the work involved complete in place and no additional compensation will be allowed therefor.

Bid Item No. 23 – Construct 18” Raised Planter Curb
This Bid Item shall inclu
de all labor, material and equipment required to place concrete raised curb for the project. Concrete raised curb shall conform to the provi sions of Section 303-5 of the Standard Specifications for Public Works C onstruction, Standard Pl ans for Public Works Construction and the Street Improvement Plans made part of these Specifications. Concrete shall be Class 520-C-2500 as specified in Section 201-1.3.3 of the Standa rd Specifications for Public Works Construction.

Concrete raised curb shall be constructed to th e line, grades and design shown on the plans or as ordered by the Engineer. Existing curb 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, tie marks, shoe marks, and blemishes at no additional cost to the City.

Payment for Planter Curb shall conform to the provisions of Subsection 303-5.9 of the Standard Specifications.

Payment for Construct 18” Raised Planter Curb shall be paid for at the contract unit price per Linear Foot (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment, grading, compacting, forming, pouring, finishing, hauling, disposing, backfilling, and

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BD-28
incidentals and for doing all the work involved complete in place and no additional compensation will be allowed therefore.

Bid Item No. 24 – Furnish and Install New Hose Bibb
This Bid I
tem shall include all labor, material and equipment required to place and installing new Hose Bibb in the project. Hose Bibb shall be Stern Williams Surface Mount 7000-32 Pedestal Hose Bibb or approved equal. Contractor shall provide 1” diameter Schedule 80 P.V.C. piping or approved equal and connections into existing main water source and locate on site main water line source. Concrete Pad shall be 4” in thickness per manuf acturer specs and shall have an area of 3’X3’
Payment for Furnish and Install New Hose Bibb shall be paid for at the contract unit price per Each (EA) and shall include full compen sation for furnishing all labo r, construction of concrete pad, piping and connections to existing main water source, materials, tools, equipment, grading, compacting, forming, pouring, finishing, hauling, disposing, backfilling, and incidentals and for doing all the work involved co mplete in place and no additional compensation will be allowed therefore.

Bid Item No. 25 – Furnish and Install 6’ Long Precast Concrete Wheel Stops This Bid Item shall include all labor, material and equipment required to place and install 6’ long Precast Concrete Wheel Stops in th
e project. The wheel stops and other related materials shall details as indicated in the drawings.

Payment for Furnish and Install 6’ Long Precast Concrete Wheel Stops shall be paid for at the contract unit price per Each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment, grading, compacting, forming, pouring, finishing, hauling, disposing, backfilling, and incidentals and for doing all the work involved complete in place and no additional compensation will be allowed therefore.

Bid Item No. 26 – Furnish and Install 4'W X 8'L X Varied Height Galvanized Planter Box This Bid Item shall include all labor, material and equipment required to place and provide planter boxes. Planter Boxes shall be color silver galvanized (26 gauge) rectangular Land Park or approved equal. have dimensions 4’ W x 8’ L with heights of 12”, 24” and 36 . Total number of planter boxes shall be 46 with 12 boxes being 36”H, 30 boxes at 24”H, and 4 boxes at 12” H.

Placement of boxes at job site shall be determined by City Representative Payment for Furnish and Install 4’ W x 8’ L X Varied Height Galvanized Box shall be paid for at the contract unit price per Lump Sum (LS) and shall include full compensation for furnishing all labor, materials, tools, equipment, grading, compacting, forming, pouring, finishing, hauling, disposing, backfilling, an d incidentals and for doing all the work involved complete in place and no additional compensation will be allowed therefore.

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BD-29
Bid Item No. 27 – Traffic Striping and Markings Including Accessible Parking Stall Traffic Striping and Markings Including Accessible Parking Stall as shown on Contr act 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, shall conform to the California Department of Transportation Standard Specifications: Section 84-2 Traffic Stripes and Pavement Markings, latest edition.

When indicated in the drawings, provide all required labor, materials, tools and equipment to stripe the park
ing lot including accessible parking, install traffic legends, according to Drawings.

For existing striping or markings shown to be replaced outside of new pavement area and on existing concrete surface, Contractor shall remove by wet sandblasti ng 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 hydr ant markers shall conform to the California Department of Transportation Standard Specifications Section 81, current edition, and shall be of type as called for on the plans.

The Contractor shall furnish the necessary contro l 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 81 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 En gineer or his representative 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 a nd the installation of rais ed pavement markers.

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

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.

Payment for Traffic Striping and Markings Including Accessible Parking Stall shall be paid for at the contract unit price per Lump Sum (LS) and shall be considered full compensation for

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BD-30
furnishing all labor, materials (including adhesives, glass beads, and paint), tools, equipment and incidentals necessary to perform all work, involv ed in, or appurtenant to the installation of pavement striping, raised reflective pavement mark ers, painting curbs, bl ue markers, including removal and installation of traffi c signs and posts as indicated, co mplete in place for the width specified, and pavement markings of arrows, symbols, numbers and words , as shown on the plans and as required by the Project Specifications and no additional compensation will be allowed.

Bid Item No. 28 – Furnish and Install New Sign and Post This Bid Ite
m shall include all labor, materi al and equipment requir ed to install new sign and post. New signs shall be installed using metal posts set at a minimum of 30-inch depth minimum 12-inch square PCC, except as specified otherwise, the metal post shall be “kick- punch.” The length of the metal post shall be sufficient to extend from the top of the sign to 30-inches below the top of the concrete f ooting and provide a 7-foot clearance between the finished grade and the bottom of the sign. The depth of the concrete footings shall be sufficient to extend at least 6-inches below the bottom of the posts. ¼-inch expansion paper shall be placed between the sign foundation and sidewalk.

All signs facing shall be manufactured of Diamond Grade Fluorescent VIP Sheeting. All signs shall have a graffiti film coating.

The date of installation of a sign is to be embossed on the back of the sign and shall be considered as the start of th e warranty period. “Property of Compton” should also be embossed on the back of the sign.

No signs will be allowed on traffic signal pole s, unless otherwise shown on the plans or as directed by the City Engineer. Contractor shall remove, replace, or install signs mounted on traffic signal mast arms as directed by the City Engineer.

All signs placed within the public right-of-way shall be installed using the following guidelines:

No signs shall be placed on wood poles at anytime.

Larger (wide) signs shall be mounted on top of a sign combination.

No sign shall have an outside edge closer than one foot (1’) to the back of the curb.

Bottom of sign shall be at seven-foot (7’) minimum over sidewalk.

Sign panel facing shall be perp endicular to approaching traffic unless otherwise specified by the Engineer.

Sign post shall be 12 feet channel type.

Signs shall be mounted on pos ts in a good workmanship ma nner using metal hardware suitable for the type of installation made.

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BD-31
Installation materials shall be of stainless steel and theft proof.

Signs shall be kept a minimum distance of fifteen feet (15’) in from of trees, power poles, etc. Signs shall be kept far away from trees so that tree growth will not obstruct the visibility of the traffic sign.

The contractor shall obtain approval from the City Engineer for the location of any signs that may be unclear or questionable.

Sign posts shall be installed eighteen inches (18”) behind curb face. Sign posts installed within the sidewalk must maintain a minimum of four-feet (4’) hor izontal clearance for pedestrians.

All signs shall be standard size and reflectorized color as specified in the California Manual on Uniform Traffic Control Devi ces (California MUTCD) latest edition, unless otherwise shown on the plans.

All new signs and posts shall be anti-graffiti coated.

Marker and delineators shall conform to the provision in Sect ion 82, "Markers and Delineators."
Payment for Furnish and Install New Sign and Post shall be at the contract unit price per Each (EA) and shall be considered full compen sation for complying with the above requirements. Furnishing of labor, materials, equipment, sawcutting, removal, excavation, hauling, footing properly storing, protection of facilities, backfill, grading, sub-grade compaction, restoration and incidentals for accomplishing the work complete and in place and no additional compensation will be allowed.

Bid Item No. 29 – Furnish and Install Public Improvement Project Signs The Contractor sh
all 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 “C”.

Size: 6 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 11 feet posts.

Mounting
Brackets: Mounting brackets shall be mounted using 2 1/2 inch bolts with washers on each post. Install one bracket each a distance of 16” from the top and bottom of the sign.

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BD-32
Background: 3M Diamond Grade VIP, Intern ational Orange, Engineering Grade or approved equal
Lettering: Silkscreen enamels, Helvetica medium. (6” High).

Sign Placement: A) Per State of California Manual of Traffic Controls section 5-02.4, except as indicated heron.

B) Sign shall be visible for minimum of 500 feet.

C) All signs shall be placed on the side of the street facing the direction of traffic.

D) Where a road is to be completely closed, signs should be p laced at the
intersections which precede the closure. A sign should be placed facing each direction of traffic approaching the proposed closure area.

E) The sign will be moved by the Contractor per the AGENCY’S schedule.

Duration: The signs shall be placed a minimu m of two weeks prior to start of work.

Disposition:

After the Notice of Completion is issued, the signs shall become the property of the AGENCY, and the Contractor shall deliver the signs to the Public Works Facility at no expense to the AGENCY.

Payment for Furnish and Install Public Improvement Project Signs shall be based on Each (EA) Unit Price 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 and filling the ground 2” holes in kind.

Bid Item No. 30 – Construction Survey, Staking, Re-establish Survey Monuments and Centerline Ties
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 dire ct supervision of a California Licensed Land Surveyor or a Civil Engineer duly licensed to perform land surveying.

It is the Contractor’s responsib ility to Re-establish Survey M onuments and Centerline ties as disturb
ed in the field and shall conform to Sta ndard 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 E ngineer and the County Surveyor. This work will include all reestablishment of all monuments that are disturbed through the course of completing this project.

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 tran sportation, labor, materi als, and equipment to provide surveying and field engi neering under the direc tion of a land surve yor or professional

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BD-33
engineer licensed in th e State of California. Furnish skilled labor, instrument pl atforms, 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 Stan dard Specification Section 3-10. Work under this Section includes, but is not limited to, the following:

1. Establish and maintain horizontal and vertic al control points from City of Montebello- supplied 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. Re gardless of whether or not the City of Montebello exercises this right, the requirements for Contractor accuracy and adequacy will not be waived.

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 Monteb ello, Contractor shall submit a copy of project drawing and certificate si gned 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 lo cations 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 wo rk from the City of Montebello 's established control points, baselines, ranges and gauges and shall be res ponsible for all measur ements 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.

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BD-34
If such marks are destroyed by the Contractor or through negligence prior to their authorized removal, they may be replaced by the City of M ontebello. 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 establis h 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 responsibili ty to verify location and elevation of existing structures and utilities as required for new work.

Control datum for survey may be indicated on C ontract Drawings. Contra ctor 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 Mont ebello loss or destruction of a ny 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, Staking, Re-establish Survey Monuments and Centerline Ties 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 re moval after construction, and no additional compensation will be allowed therefor . Contractor shall sub mit electronic files of surveys conducted for Progress Payments with each Pay Request.

Bid Item No. 31 – Provide Material Testing Services as Directed by the Engineer - Allowance This Contract provides an allowa nce of up to $4,000 (inc ludes actual cost plus 15% overhead of Contractor) for a geotechnical a nd soil compaction testing, concrete testing and AC density test (fie
ld work, office work and AC batch plant inspection). The Testing/Geotechnical Engineering Firm shall be headed by a California Registered Geotechnical Engineer and shall be approved by the City of Montebello prior to start of soil and pavement testing tasks.

All required AC and Soil tests sh all be performed per City request s. All such work required by the City of Montebello will be paid by the City to the Contractor on the submittal and approval of invoices of the firm retained by the Contractor plus 15% charge for Contractor supervisorial costs.

Bid Item No. 32 – Furnish and Install 20'W x 20'L x 10'H Shade Structure

1. General
The work under this item shall include furnishing all labor, materials, tools, equipment, transpo
rtation, and incidentals necessary to furnish and install one (1) 20-foot wide by 20-foot

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BD-35
long by 10-foot high shade structure complete in place, as shown on the Plans and as specified herein.

The shade structure shall be Superior Shade or an approved equal, conforming to the type and configuration shown in Appendix E.

All work shall be performed in accordance with the manufacturer’s latest published specifications, recommendations, and installation instructions.

2. Material
The shade structure shall be Superior Shade or an approved equal.

Substitutions shall comply with the Contract requirements for “or equal” products. All proposed substitutions shall be submitted to the City for review and written approval prior to ordering materials.

All materials shall be new and free from defects.

The Contractor shall contact the manufacturer and obtain the latest specifications and installation instructions prior to procurement and installation.

A manufacturer’s warranty certificate shall be submitted to the City upon completion of installation.

3. Construction Requirements
Installation shall include, but not be limited to:
• Installation of new posts and foundations as required • All hardware, fittings, anchors, and appurtenances
• Field assembly and erection
• Alignment, leveling, and anchoring
• Site restoration and backfilling around foundations
All work shall be completed true to line and grade and in accordance with the Plans and manufacturer’s recommendations.

4. Payment
Payment for Furnish and Install 20'W x 20'L x 10'H Shade Structure shall be paid for at the contract unit price per Lump Sum (LS) and shall include full compensation for furnishing all labor, materials, tools, equipment, finishing, hauling, disposing, backfilling, and incidentals and

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BD-36
for doing all the work involved complete in place and no additional compensation will be allowed therefore.

Bid Item No. 33 – Furnish and Install Storage Shed (alternative bid) This Bid Item shall include all labor, material and equipment required to furnish and install one (1) prefabricated storage shed as shown on the plans. The storage shed shall be an 8’ x 10’ container-type unit manufactured by Container Alliance or approved equal. Shed shall consist of a steel container system with trip coating and custom exterior paint (color determined by City Representative), and shall include a 36-inch wide commercial steel door, as well as two double doors on the side, and all standard manufacturer components required for a complete installation.

Contractor shall provide and install all appurtenances including door hardware, locking mechanisms, ventilation components, and any manufacturer-required accessories. Contractor shall use wood planks as well as anchoring to prevent the storage shed from sagging, sliding and unevenness of balance when placed on the sloped asphalt.

Installation shall include delivery, unloading, placement, leveling, anchoring, and full assembly of the storage shed in a complete and functional condition. Contractor shall ensure compliance with all applicable local codes, clearances, and site constraints.

Payment for Furnish and Install Storage Shed shall be paid for at the contract unit price per Each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment, delivery, anchoring, assembly, and for doing all the work involved complete in place and no additional compensation will be allowed therefore.

Bid Item No. 34 – Furnish and Install 3-Bin Composter (alternative bid) This Bid Item shall include all labor, material and equipment required to furnish and install one (1) 3-bin composter system as shown on the plans. The composter shall be approximately 73" W x 36" D x 31"and shall consist of three (3) individual compartments integrated into a single unit.

Composter shall be 3 Bin Composter, powder-coated galvanized steel, dark green in color, Demeter or approved equal. Unit shall include all panels, internal partitions, removable front access panels (doors), framing members, and hardware necessary for a complete and functional installation. Composter shall be open-bottom to allow direct contact with underlying soil for composting.

Contractor shall assemble and install the composter system in accordance with manufacturer recommendations. Installation shall include delivery, unloading, assembly, placement, leveling,

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BD-37
and securing of the unit. Composter shall be placed at the location shown on the plans and shall be installed directly on prepared subgrade or existing soil surface unless otherwise directed by the Engineer.

Contractor shall verify that the installation surface is level and suitable and shall provide minor grading, leveling, and anchoring or staking as required to ensure a stable installation. Contractor shall coordinate final placement and orientation with the Engineer prior to installation.

Payment for Furnish and Install 3-Bin Composter shall be paid for at the contract unit price per Each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment, delivery, assembly, placement, leveling, minor grading, anchoring, hauling, disposing, and incidentals and for doing all the work involved complete in place and no additional compensation will be allowed therefore

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APPENDIX “A”

LIST OF STANDARD PLANS AND HOSE BIBBS SPECIFICATIONS

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13920 Cypress Lane Grandview, MO 64030 | 800-323-2359 | sternwilliams.com MODEL 7000 & 7100 PEDESTAL JUG FILLERS AND HOSE BIBBS

FEATURES
Access water wherever you need it with Stern-Williams’ collection of jug fillers, hose bibbs, and foot sprays on mid-height pedestals. The deep, rich Sky Blue color and scratch resistant finish make these an excellent choice for resorts, playgrounds and recreational areas.

Model 7000 is surface mounted fountains with mounting plate welded to pedestal. Model 7000-MWL is also available as a wall-mounted model.

Model 7100 is a 14” in-grounded bury with welded supports to be poured in 4” concrete slab.
•
All steel heavy-duty construction with welded and ground joints for a clean and tidy appearance
•
Stainless Steel (-SS) bodies available for harsh coastal environments • Vandal resistant access plates for security and simple future maintenance
•
Self closing, chrome plated lever handle (-31) or hose bibb (-32) with a flow rate of 6 GPM
•
Anchor installed mounting plate comes standard, ground installed mounting plate (SMP-6) available as an option for installation assistance
•
All flow paths are lead-free with reinforced stainless-steel tubing that complies with NSF/ANSI/CAN 61: Q≤1 (AB100)
standards
• In-line mesh screen
Y strainer.
• ½” Inlet stop valve for simple future maintenance.
• Standard Sky Blue finish with optional colors available • Custom color orders are non-cancellable and non-returnable 7000_7100_Spec-C
(Shown above) Model 7000-36
GREEN
-GR
BLUE
-BL
ORANGE
-OR
RED
-RD
YELLOW
-YL
SILVER
-SV
WHITE
-WH
BRONZE
-BZ
SAND
-SD
BLACK
-BK
CHROME
CLEAR
-CC
NSF/ANSI/CAN 61: Q≤1 (AB100) Compliant

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7000- 7100-

ORDERING OPTIONS
SS: Stainless steel body upgrade
31: Chrome Plated Self-closing Jug Filler
32: RCP Compression Type, Hose Bibb
with VB
32-LK: RCP Compression T
ype, Hose Bibb
with V
P and Loose Key
32-VP: Key operated cover
34: Frost Proof Jug Filler
35-VP: Recessed Lock Box with Key
Operated Cover
36: Push Button Jug Filler
SMP-6: Surface Mounting Plate
SS: Stainless steel body upgrade
31: Chrome Plated Self-closing Jug Filler
32: RCP Compression Type, Hose Bibb
with VB
32-LK: RCP Compression T
ype, Hose Bibb
with V
P and Loose Key
32-VP: Key operated cover
35-VP: Recessed Lock Box with Key
Operated Cover
36: Push Button Jug Filler
SMP-6: Surface Mounting Plate
Part Number
Optional Optional

DIMENSIONS
SPEC
All dimensions subject to manufacturing variance of plus or minus 1/4″ (6 mm) 32″H x 6-5/8″Dia
32″H x 6-5/8″Dia
32”H x 6-5/8” Dia
8”H x 8”W
46″H x 6-5/8″Dia
46”H x 6-5/8” DIa
7000-31
7000-34
7000-36
7000-36-MWL
7100-31
7100-36
13920 Cypress Lane Grandview, MO 64030 | 800-323-2359 | sternwilliams.com *A maximum of 3 options may be added to a fountain.

Furnish and install Stern-Williams Single Pedestal Jug Filler (specify model # and options). Jug fillers shall be carbon steel or 304 stainless steel and a powder coated finish. Welded anchor base shall be 1/2” thick. Jug filler shall include a self closing, chrome plated, lever handle or hose bibb with a flow rate of 6 GPM. Jug fillers shall be installed per manufacturers recommendations and instructions. Shower tower flow paths are lead-free with reinforced stainless- steel tubing that complies with NSF/ANSI/CAN 61: Q≤1 (AB100) standards. Made in the USA.

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13920 Cypress Lane Grandview, MO 64030 | 800-323-2359 | sternwilliams.com 7000-31 & 7100-31
32”
32”
20”
20”
4”10”
6-5/8”
(813 mm)
(813 mm)
(508 mm)
(508 mm)
(102 mm)(254 mm)
ACCESS
ACCESS
STEEL

SUPPORT

SUPPLY BY
OTHERS
PLATE
PLATE
(168 mm)

BY OTHERS

TEE FOR DRAIN DOWN

VALVE AND PLUGGED

VALVE BOX WITH
6-5/8”
90°
NOTE: FOUR 9/16” O.D.

MOUNTING BOLTS
SPACED ON 10” DIA.
@ 90°
12” DIA.

PLATE(168 mm)

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13920 Cypress Lane Grandview, MO 64030 | 800-323-2359 | sternwilliams.com 7000-32 & 7100-32
32”
32”
20”
20”
4”10”
6-5/8”
(813 mm)
(813 mm)
(508 mm)
(508 mm)
(102 mm)(254 mm)
ACCESS
ACCESS
STEEL

SUPPORT

SUPPLY BY
OTHERS
PLATE
PLATE
(168 mm)

BY OTHERS

TEE FOR DRAIN DOWN

VALVE AND PLUGGED

VALVE BOX WITH
6-5/8”
90°
NOTE: FOUR 9/16” O.D.

MOUNTING BOLTS
SPACED ON 10” DIA.
@ 90°
12” DIA.

PLATE(168 mm)

Page 259 of 399 ends

13920 Cypress Lane Grandview, MO 64030 | 800-323-2359 | sternwilliams.com 7000-32-VP & 7100-32-VP
6-5/8”
90°
NOTE: FOUR 9/16” O.D.

MOUNTING BOLTS
SPACED ON 10” DIA.
@ 90°
12” DIA.

PLATE(168 mm)
32”
32”
20”
20”
4”10”
6-5/8”
(813 mm)
(813 mm)
(508 mm)
(508 mm)
(102 mm)(254 mm)
ACCESS
ACCESS
STEEL

SUPPORT

LOCK & KEY

PROVIDED

LOCK & KEY

PROVIDED
VANDAL

RESISTANT

BOX WITH

ACCESS DOOR
VANDAL

RESISTANT

BOX WITH

ACCESS DOOR
PLATE
PLATE
(168 mm)

BY OTHERS

TEE FOR DRAIN DOWN

VALVE AND PLUGGED

VALVE BOX WITH
6” X 6”6” X 6”

SUPPLY BY
OTHERS

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13920 Cypress Lane Grandview, MO 64030 | 800-323-2359 | sternwilliams.com 7000-34 & 7100-34
32”
28”
28”
32”
20”
20”
4”10”
6-5/8”
(813 mm)
(711 mm)
(711 mm)
(813 mm)
(508 mm)
(508 mm)
(102 mm)(254 mm)

ACCESSACCESS
STEEL

SUPPORT

PLATEPLATE
(168 mm)
6-5/8”
90°
NOTE: FOUR 9/16” O.D.

MOUNTING BOLTS
SPACED ON 10” DIA.
@ 90°
12” DIA.

PLATE(168 mm)

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13920 Cypress Lane Grandview, MO 64030 | 800-323-2359 | sternwilliams.com 7000-35-VP & 7100-35-VP
6-5/8”
90°
NOTE: FOUR 9/16” O.D.

MOUNTING BOLTS
SPACED ON 10” DIA.
@ 90°
12” DIA.

PLATE(168 mm)
32”
32”
20”
20”
4”10”
6-5/8”
(813 mm)
(813 mm)
(508 mm)
(508 mm)
(102 mm)(254 mm)
ACCESS
ACCESS
STEEL

SUPPORT

LOCK & KEY

PROVIDED

LOCK & KEY

PROVIDED
VANDAL

RESISTANT

ACCESS DOOR
VANDAL

RESISTANT

ACCESS DOOR
PLATE
PLATE
(168 mm)

BY OTHERS

TEE FOR DRAIN DOWN

VALVE AND PLUGGED

VALVE BOX WITH
3-3/8” X 5-5/8” 3-3/8” X 5-5/8”

SUPPLY BY
OTHERS

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13920 Cypress Lane Grandview, MO 64030 | 800-323-2359 | sternwilliams.com 7000-MWL-36
11-GA.

SS-PLATE

EACH CORNER

IF NEEDED SUPPORT

MATERIAL BY OTHERS
WALL
FACE

MOUNT STRAINER

TO WALL

FOR SUPPORT
1/2” WATER SUPPLY BY OTHERS
1/4” DIA.
1/2” Typ.
8”
(20 mm)

MOUNTING HOLE

STERN-WILLIAMS

XXX XXXXX XXXX

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CITY OF MONTEBELLO

CHET HOLIFIELD PARK COMMUNITY GARDENS PROJECT
C.P. No. 945

LIST OF STANDARD PLANS
P l a n N o . D e s c r i p t i o n
Standard Plans for Public Works Construction:

SPPWC
111-5 Curb Ramp
SPPWC 112-2 Curb and Sidewalk Joints
SPPWC 113-2 Sidewalk and Driveway Replacement
SPPWC 120-3 Curb and Gutter

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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 Depar tment of Industrial Relations (DIR) before bidding on pub
lic 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 re
quirement, 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”

PROJECT SIG
N

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APPENDIX CSAMPLE PROJECT INFORMATION SIGN
THE FOLLOWING MINIMUM INFORMATION IS REQUIREDON EACH SIGN POSTED FOR LANE/ROAD CLOSURE:

FROM <DATE> TO <DATE>USE ALTERNATEROUTEFOR DETOURPermitt No.

MINIMUM SIGN DESIGN
BETWEEN<STREET NAME> TO <STREET NAME>REHABILITATION OF <ST. NAME>

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APPENDIX “D”
PROJECT LABOR AGREEMENT NO. 4202

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AGREEMENT NO. 4202 – LOS ANGELES/ORANGE

COUNTIES BUILDING AND CONSTRUCTION

TRADES COUNCIL AND THE SIGNATORY CRAFT

COUNCILS AND UNIONS

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APPENDIX “E”

SHADE STRUCTURE GENERAL SPECIFICATION AND WARRANTY

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srpshade.com REV. 08.30.22
Material Specifications
Fabric
• Shade fabric is made of UV stabilized cloth manufactured by Alnet Americas or approved equal • The high density polyethylene material shall be manufactured with tensioned fabric structures in mind • The fabric knit is to be made using monofilament and tape filler which has a weight of 9.38 to 10.32 oz. sq. yd. Material to be Rachel-knitted to ensure material will not unravel if cut • Cloth meets fire resistance tests as follows:

Alnet Americas Extra Block: California State Fire Marshall Reg. #F-93501 Others: NFPA 701-99 (Test Method 2) and ASTM E-84
Thread
• Shall be 100% expanded PTFE fiber that is high strength and low shrinkage • Shall have a wide temperature and humidity range
• Abrasion resistant and UV radiation immunity
• Shall be unaffected by non-hydrocarbon based cleaning agents, acid rain, mildew, chlorine, saltwater, and pollution • Lockstitch thread – 1200 Denier or equal
• Chain stitch thread – 2400 Denier or equal
Material Specifications, Warranty, and Policies
Fabric Properties
Stretch Stentored
Tear Tests (lbs/ft) WARP 44.8
WEFT 44
Burst Tests (lbs ft) 828 lbf (ASTM 3786)
Fabric Weight (oz/sqFT) Avg 1.02 to 1.07 oz.

Fabric Width 9' 10"
Roll Length 150'
Roll Size 63" x 16 ½"
Weight 120 lbs.

Life Expectancy 10 Years
Fading Minimum Fading After 6
years, 3 Years for Red and
Yellow
Min. Temperature -77˚
Max. Temperature +167˚
Shade Protection and UV Screen Protection Factors
Color Shade Cover UVR Block Out
True Blue 93% 89%
Beige 97% 87%
Forest Green 96% 94%
Sun Blaze 94% 91%
Silver 95% 93%
Rivergum Green 88.7% 92.9%
Sky Blue 89% 92.2%
Navy Blue 93.6% 94.4%
Turquoise 86% 91.5%
Yellow 77.6% 95.5%
To view a complete list of fabrics, please reference the Color Options page of our catalog by clicking here.

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srpshade.com REV. 08.30.22
Steel Tubing
• All fabricated steel must be in accordance with approved shop drawings and calculations • All steel is cleaned, degreased, or etched to ensure proper adhesion of Superdurable powder coat in accordance with manufacturer’s specifications
• All Steel used on this project needs to be new and accompanied by the mill certificates if requested. Structural steel tubing up to 5”-7 gauge shall be galvanized per Allied Steel FLO-COAT specifications. Schedule 40 black pipe fabrications shall be sand-blasted and primed as described below
• All non-hollow structural shapes comply with ASTM A-36, unless otherwise noted • All hollow structural steel shapes shall be cold formed HSS ASTM A-53 grade C, unless otherwise noted • Plate products shall comply with ASTM A-36
Superdurable Powder Coat and Primer
• All non-galvanized steel shade to be sand-blasted and primed prior to Superdurable powder coating using reclaimable blast media in a mixture of GL50 & GL80 Steel Grit
• All non-galvanized steel must be coated with rust inhibiting primer prior to applying the Superdurable powder coat. Primer shall be Marine Grade Cardinal Industrial Finishes Corp. E396–GR1372 epoxy Superdurable powder coating semi-gloss smooth zinc rich primer
• Welds shall be primed with rust inhibiting primer prior to applying the Superdurable powder coat. Primer shall be Marine Grade Cardinal Industrial Finishes Corp E396-GR1372 epoxy Superdurable powder coating semi-gloss smooth zinc rich primer • All steel parts shall be coated for rust protection and finished with a minimum 3.5 mil thick UV-inhibited weather resistant Superdurable powder coating
Powder Coat Process Characteristics
N.3.1 Specific Gravity 1.68+/-0.05
N.3.2 Theoretical Coverage 114+/- 4 ft 2/lb/mil
N.3.3 Mass Loss During Cure <1%
N.3.4 Maximum Storage Temperature 75˚ F
Powder Coat Tests Results
ASTM Gloss at 60˚ 85-95
HOI TM 10.219 PCI Powder Smoothness 7
ASTM D2454-91 Over-Bake Resistance Time 200%
ASTM D3363-92A Pencil Hardness H-2H
ASTM D2794-93 Dir/Rev Impact, Gardner 140/140 in/lbs
ASTM D3359-95B Adhesion, Cross Hatch 5B Pass
ASTM D522-93A Flexibility Mandrel ¼” dia. No fracture
ASTM B117-95 Salt Spray 1,000 hours
UL DtOV2 Organic Coating Steel
Enclosures, Elect Eq.

Recognized
Application Criteria
N.5.1 Electrostatic Spray Cold Substrate:0.032 in. CRS
N.5.2 Cure Schedule 10 minutes at 400˚ F
N.5.3 Pretreatment Bonderite 1000
N.5.4 Film Thickness 3.5 Mils

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srpshade.com REV. 08.30.22
Welds
• All shop welds shall be executed in accordance with the latest edition of the American Welding Society Specifications • Welding procedures shall comply in accordance with the AWS D1.1-AWS Structural Welding Code-Steel • All welds to be performed by a certified welder. All welds shall be continuous where length is not given, unless otherwise shown or noted on drawings
• All welds shall develop the full strength of the weaker member. All welds shall be made using E70xx.035 wire • Shop connections shall be welded unless noted otherwise. Field connections shall be indicated on the drawings. Field welded connections are not acceptable
• All fillet welds shall be a minimum of ¼" unless otherwise noted • All steel shall be welded shut at terminations to prevent internal leakage • Internal weld sleeving is not acceptable
• On-site welding of any component is not acceptable
Sewing
• On-site sewing of a fabric will not be accepted
• All corners shall be reinforced with extra non-tear cloth and strap to distribute the load • The perimeters that contain the cables shall be double lock stitched Installation Hardware
• Bolt and fastening hardware shall be determined based on calculated engineering loads • All bolts shall comply with SAE-J429 (Grade 8) or ASTM A325 (Grade BD). All nuts shall comply with ASTM F-594, alloy Group 1 or 2
• Upon request, Stainless Steel hardware shall comply with ASTM A-304 • 1/4” galvanized wire rope shall be 7x19 strand with a breaking strength of 7,000 lbs. for shades generally under 575 sq. ft. un- less requested larger by the customer. For shades over 575 sq. ft., cable shall be 5/16” with a breaking strength of 9,800 lbs.

Upon request, 1/4” Stainless Steel wire rope shall be 7x19 strand with a breaking strength of 6,400 lbs. 5/16” Stainless Steel wire rope shall be 7/19 strand with a breaking strength of 9,000 lbs. • All fittings required for proper securing of the cable are hot dipped galvanized Concrete
• Concrete work shall be executed in accordance with the latest edition of American Concrete Building Code ACI 318 unless specified by the governing municipality
• Concrete specifications shall comply in accordance with, and detailed as, per plans as follows:

1. 28 Days Strength F’c = 2500 psi

2. Aggregate: HR

3. Slump: 3-5

4. Portland Cement shall conform to C-150

CONCRETE CONTINUED ON NEXT PAGE

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5. Aggregate shall conform to ASTM C-33
• All reinforcement shall conform to ASTM A-615 grade 60 • Reinforcing steel shall be detailed, fabricated and placed in accordance with the latest ACI Detailing Manual and manual of Standard Practice
• Whenever daily ambient temperatures are below 80˚ F, the contractor may have mix accelerators and hot water added at the batch plant (see table)
• The contractor shall not pour any concrete when daily ambient temperature is below 55˚ F Concrete Temperate Chart
Temperature Range % Accelerator Type Accelerator
75-80˚ 1% High Early (non calcium)
70-75˚ 2% High Early (non calcium)
Below 70˚ 3% High Early (non calcium)
Footings
• All anchor bolts set in new concrete shall be ASTM A-307, or ASTM F-1554 if specified by engineer • All anchor bolts shall be zinc plated unless specified otherwise • Footing shall be placed in accordance with and conform to engineered specifications and drawings

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srpshade.com REV. 08.30.22
The Limited Warranty excludes abnormal conditions, contingent liability, cosmetic defects such as scratches, dents, marring, stripping, peeling, or fading; damage due to incorrect installation, vandalism, misuse, accident wear and tear from normal use; exposure to extreme weather, immersion in salt or chlorine water, damage due to sand, salt spray, or other abrasive and corrosive material; unauthorized repair or modification, abnormal use, or lack of maintenance. The warranty does not cover damages due to “acts of God” such as hail, flooding, lightning, tornadoes, sand storms, shifts of terrain, earthquakes, mudslides, and wind- storms.

SRP does not warrant product for defects caused by erection, harsh site conditions, lack of maintenance, and/or other conditions beyond SRP’s control. SRP will not be held responsible for any materials that were not properly stored prior to installation.

SRP reserves the right to void the limited warranty if it not installed per the installation instructions and/or unauthorized modifications.

In the unlikely event of failure, SRP reserves the right to alter the design, color, or contributing factors to rectify the condition and help prevent any future reoccurrence(s). SRP has the option to repair or replace any defect in materials.

The warranty is void if any changes, modifications, additions, or attachments are made to the product without the written consent of the manufacturer.

No signs, objects, ornaments, fans, lights, fixtures, or decorations may be hung from the structure unless specifically designed and engineered by the manufacturer or has manufacturers written approval.

SRP excludes any implied warranty of merchantability, fitness, or purpose, and there are no warranties which extend beyond the description of the face hereof. Under no circumstances will SRP be responsible for any indirect, special, consequential, incidental, or liquidated damages due to breach of warranty and such damages are specifically excluded from the warranty.

The owner shall notify SRP with original Sales Order Number issued from SRP to arrange for an inspection within 30 days after discovery of any defect under this warranty and before any alteration or repair is made or attempted. This Limited Warranty shall be null and void if the owner makes any alterations in design.

This warranty is the only express warranty given by the company. No person has authority to change or add to these obligations and liabilities. The company reserves the right to determine whether the fault is caused by faulty workmanship, material, or the part that is defective.

SRP will repair or replace at its discretion any defective part/s on an Ex-Works basis only. It is the responsibility of the customer to return the whole unit or the defective part/s at their own cost back to SRP for inspection along with proof of the date of purchase. SRP will not be liable for any costs incurred by the customer as a result of replacing the defective part/s, including but not limited to the costs of site visits and the labor costs involved with the removal and reinstallation of the whole unit or the defective part/s. Furthermore SRP will not be liable for any claimed compensation while the unit is not working or not present at the site whatsoever. This guarantee does not entitle the customer to a complete new product due to a defective component.

Limited Warranty: Structural Steel
SRP offers a 20-year Limited Warranty on structural steel frames for shade canopies against failure due to rust-through corrosion under normal environmental conditions. Should the fabric or parts need to be replaced under the warranty, SRP will manufacture and ship new replacement parts at no charge for the first ten years, thereafter pro-rated at 10% per annum over the last ten years.

Shade Warranty
Superior Recreational Products (SRP) warrants that its product will be free from defects in materials and workmanship as well as maintain structural integrity for the periods listed below from the date of invoice and once SRP has been paid in full. This warran- ty is in effect only if the product has been assembled and installed strictly in accordance with the setup instructions provided by SRP, good construction practices, general maintenance and care is provided as per instructions in the customer packet, and has been subjected only to normal use and exposure. Product should be maintained per the instructions given at time of delivery.

Lifetime* Warranty on stainless steel hardware
20-Year Limited Warranty on framework
10-Year Limited Warranty on fabric
LW
20 10
5 1
1 5-Year Limited Warranty on powder coat
1-Year Limited Warranty on cables
1-Year Limited Warranty on materials not above

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Workmanship is warranted for a period of five years. This steel warranty shall be void if damage to the steel is caused by the installer or from physical damage, damage by salt spray or sprinkler systems, contact with chemicals, chlorine, pollution, misuse, vandalism, or any act of God.

Limited Warranty: Powder Coat
Superior Recreational Products offers a 5-year Limited Warranty for powder coating to the original purchaser. This Limited Warranty is for factory applied finish only. Damage occurring from shipping, erection, vandalism, accidents, or field modification is not covered in this limited warranty and will require field touch-up immediately and periodically thereafter. The owner must report any defect in powder coat at the time the installation is completed. Not covered by this Limited Warranty are acute angles, welds, and end plates.

The Limited Warranty for powder coating provides the following after a 5-year exposure period when applied according to the recommendations listed on the product’s technical data sheet and appropriate surface preparation has been utilized. • The coatings shall retain their original color with a ∆E of <7.5 units for high chroma colors (yellows, reds, oranges, etc.) and a ∆E of<5.0 units for low chroma colors, when tested in accordance with ASTM D 2244. • The coating shall retain a minimum of 50% of its original gloss level after washing, when tested in accordance with ASTM D 523.
• The coating shall exhibit chalking no worse than numerical rating of 6, when evaluated in accordance with ASTM D 659-80.

Limited Warranty: Shade Fabric
Traditional shade fabric made with PTFE fiber that is high strength and low shrinkage and VALMEX® MEHATOP F 1 waterproof fabric carry a 10-year limited warranty. This warranties that the sewing thread used on the traditional shade fabric will be free from defects in material and workmanship and will not be damaged by exposure to sunlight, weather, and water. All other warranties are disclaimed.

SRP fabrics carry a 10-Year Limited Manufacturer’s Warranty from the date of delivery against failure from significant fading**, deterioration, breakdown, outdoor heat, cold, or discoloration. Should the fabric need to be replaced under the warranty, SRP will manufacture and ship new fabric at no charge for the first six years, thereafter pro-rated at 18% per annum over the last four years. **The colors red and yellow are warranted against significant fading for only two years.

If the corners of the fabric are equipped with both holes in the fabric corner PLUS reinforcing straps, BOTH the strap and fabric hole must be placed over each corner hook or the fabric warranty is void.

Fabric curtains, valences, or flat vertical panels are not covered under the warranty.

Fabric is not warranted where it is installed on a structure that is not engineered and built by SRP or its agents.

This warranty shall be void if damage to or failure to the shade is caused by contact with chemicals, chlorine, bleaching agents, hydrocarbons or hydrocarbon containing solvents, misuse, vandalism, or any act of God, including but not limited to wind in excess of the wind limitations set forth below.

All fabric tops are warranted for sustained winds up to 76 mph (Hurricane Force 1) and for gusts of up to 3 seconds duration up to 90 mph. Removal of the shade fabric is required if damaging winds are called for. Damage due to snow and/or ice accumulation is not covered by this warranty. Canopies should be removed during the “off season.” These structures have been designed to eliminate any friction between the rafters and the fabric. The warranty will, therefore, be voided if any modification (temporary or permanent) is made to the rafter, cross pieces, or ridge beams, or if the fastening apparatus or canopy are not secured accordingly.

Structures are warranted for winds up to 90 or 105 mph only if shade canopies have been removed as per requirement set forth above in the fabric paragraph. Removal and re-installation must be performed by a qualified person or authorized dealer. *For the purpose of this warranty, lifetime encompasses no specific term of years, but rather that seller warrants to its original customer for as long as the original customer owns the product and uses the product for its intended purpose that the product and all parts will be free from defects in materials and manufacturing workmanship. This warranty does not cover damage caused by vandalism, misuse or abuse, altered or modified parts, or cosmetic damage such as scratches, dents, or fading or weathering and normal wear and tear. This warranty is valid only if the structures are installed in conformity with instructions provided by Superior Recreational Products using approved Superior Recreational Products parts. Superior Recreational Products will deliver the repaired or replacement part or parts to the site free of charge, but will not be responsible for labor or the labor costs of replacement. Warranty claims must be filed within the applicable warranty period and accompanied by a sales order or invoice number.

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Policies
Pricing Policy
All prices are F.O.B. factor and do not include freight, installation, shipping and handling, surfacing, or applicable taxes. All prices listed were current at the time of printing and in U.S. currency. Prices are subject to change without notice.

Cancellation and Return Policy
To view our return policy, please visit superiorrecreationalproducts.com/returns. For information on Return Material Authorizations please call 1.800.327.8774.

Shipping Policy
To view our shipping policy, please visit superiorrecreationalproducts.com/shipping. For any further information please call

1.800.327.8774.

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Appendix
Proper Care, Maintenance, and Safe Removal of the Shade Canopy

THINGS TO AVOID
SNOW, ICE, AND HIGH WINDS: Remove the canopy in winter conditions as ice and snow loads are not covered by the warranty.

The same goes for winds in excess of hurricane force 1.

SHARP OBJECTS: Always avoid dragging the fabric across surfaces, etc. Roll or fold the fabric and carry it. Avoid sharp objects, bolts, snags, and other protrusions including mounting hardware.

OBSTRUCTIONS: Keep foliage, such as tree limbs, shrubbery, and bushes, trimmed back and away from fabric at least three to four feet.

SOURCES OF HEAT: Avoid contact with heat sources such as hot lights, torches, and avoid using grills, etc. under the fabric or fireworks near the fabric..

SLACK CABLE IN CANOPY: Canopies with loose cables can fail.

CLEANING THE FABRIC
The fabric itself is generally maintenance free with the exception of necessary removal due to weather or seasonal requirements.

The fabric does not harbor mildew or mold, but residues such as tree sap, leaves, bird droppings, dust and dirt may need to be removed. To clean the fabric, use water and mild soap. A soft mop or soft broom may also be used. Cleaners that do not contain hydrocarbons, solvents, bleach or ammonia may be used. Use of solvents, hydrocarbons, bleach, and ammonia type cleaners will void the fabric warranty. A pressure washer may be used if necessary using a wide-spray nozzle.

CABLES AND HARDWARE
It is recommended that the cables be replaced every 3 to 4 years or if corrosion is visible, whichever comes first. Canopy cables that are not maintained at optimum tension will be subject to shorter lifespans and potential failures earlier than our recommend cable replacement scheduling. The cable ends must be wrapped with tape to secure any wires; thus, preventing the wires from tearing the fabric. Taping must be done when removing old cable as well as when installing new cable. Clamps should be replaced when the cable is replaced. If the cable appears slack on a still day (no wind), immediately have the cable and clamps re-tightened by a qualified person. The cable should not be slack.

GLIDE ELBOW™
Lubricate Glide Elbows™ annually and before operating. A waterproof grease is recommended such as a lithium-based grease or anti-seize thread lubricant.

STORAGE
Fabric must be stored in a clean, dry place free from snags, sharp edges, etcetera. The storage area must be rodent-free. Wrap all hardware fittings with rags or some other protector, as they can damage the fabric.

UNINSTALLING THE SHADE CANOPY
NECESSARY CARE: It is important to take necessary care when handling the fabric during removal and installation to prevent damage to the fabric as well as SAFE control of the fabric in a breeze or wind. The fabric is tough and engineered for use as a shade, but it can tear or cut when or if pulled over a snag or sharp item; it can puncture from bolts or other protruding objects; and it can melt from objects such as like cigarettes, matches, hot torch tips, sparks and the like. In addition, care must be exercised to avoid the fabric hooks after the fabric is unhooked from the elbow corners and sides of the structure where there are intermedi- ate supports. It is best to wrap any connected mounting hardware to prevent it from harming the fabric.

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PROPER AND SAFE: Based on the size of the canopy, several persons may be needed to properly and safely handle the fabric during the uninstalling process. You will need several commercial ladders or other means to work safely at heights such as scissor lifts, etc. It is advised that you pad the post side of the ladder and tie the ladder to the post. The pad is to protect the post finish. Also keep in mind that every 100 square feet of fabric (10’ X 10’) weighs approximately five pounds; a large canopy can get heavy fast. For proper control of the fabric, read below. It is best to remove the fabric on a still day. Do not attempt to remove the canopy in strong or gusty winds.

REMOVAL OF THE CANOPY : Do not attempt to remove the canopy in strong or gusty winds.

STANDARD ELBOWS: For shade structures with Standard Elbows, loosen the turnbuckle several turns in order to put enough slack in the cable to allow the fabric and cable to unhook from all the elbow hooks. Attach 3/8” or larger ropes to each corner of the fabric and cable before unhooking to secure and properly control the fabric from ground level. If uninstalling in breezy condi- tions, choose the windy side of the fabric and tie these corners to the posts with the ropes with enough slack to allow for unhook- ing the fabric from the structure. These ropes are to prevent the shade from flying away in the breeze and to help prevent injury to ground personnel. Once the corners have been secured to the posts, unhook the fabric and cables from each corner.

On the side away from the wind, release the corners of the fabric and cable and have a person hold on to each rope. It may help to wrap the rope around a column to help hold it from getting caught in the wind. Fold the fabric back away from the hooks. Now it will be necessary to remove the cable clamps to allow the cable to be free from the structure and the turnbuckle. If the cable ends are frayed, wrap them with tape. It is usually not necessary nor is it recommended that the cable be removed from the canopy.

With a person on each rope, starting at the windy side, gently pull the canopy down in between the framework of the structure.

The side away from the wind can be guided with the ropes toward the persons pulling the canopy down.

It is important when reinstalling the canopy, that it is put back in its original orientation to the structure. Starting at the turnbuckle corner, the fabric and cable corners should be returned to their original positions.

GLIDE ELBOWS: For shade structures with Glide Elbows, remove the protective covers from the ends of the glide elbows. Then, using the proper wrench, turn the hex nuts on the end of the Glide Elbow to run the glide hooks to their top most position. Do no loosen the cable clamps, leave the cable intact. Attach 3/8” ropes to each corner of the fabric and cable before unhooking to se- cure and properly control the fabric from ground level. If uninstalling in breezy conditions, choose the windy side of the fabric and tie these corners to the posts with the ropes with enough slack to allow for unhooking the fabric from the structure. These ropes are to prevent the shade from flying away in the wind and to help prevent injury to ground personnel. Once the corners have been secured to the posts, unhook the fabric and cables. On the side away from the wind, release the corners of the fabric and cable and have a person hold on to each rope. Fold the fabric back away from the hooks. It is a good idea to put the Glide Elbow pro- tective covers back in place. With Glide Elbow installations it is not necessary to loosen or remove the cable clamps nor to remove the cable from the canopy. If the cable ends are frayed, wrap them with tape.

When uninstalling the canopy, mark or identify the corner of origin in such a way that when reinstalling the canopy, it is put back in its original orientation to the structure. The fabric and cable corners should be returned to their original positions when reinstall- ing the canopy. The cable and fabric should tighten properly when the glide elbows are adjusted down into their tension positions.

SHADE SAILS WITH FANS: For shade sails equipped with fans, loosen the adjustable threaded rod several turns in order to put enough slack in the cable to allow the shackle pin to be removed (do not remove the pins until the fabric corners have been secured with ropes). Attach 3/8” or larger ropes to each corner of the fabric and fan before unhooking to secure and properly control the fabric from ground level. If uninstalling in breezy conditions, choose the windy side of the fabric and tie these corners to the posts with the ropes with enough slack to allow for unhooking the shackle from the structure. These ropes are to prevent the shade from flying away in the breeze and to help prevent injury to ground personnel. Once the corners have been secured to the posts, unhook the shackles and lower the fabric and cable to the ground.

REINSTALLING HINTS
Using the same rope technique, install from the windy side (if it is breezy) making sure to secure these ropes to the posts. Then, throw the remaining corner ropes over the structure and gently pull the canopy into position. The cables and fabric corners can now be fastened on the hooks (and cable guides if so equipped). Next reinstall the clamps if applicable and tightened the cable with the turnbuckle or the Glide Elbows. Do not attempt to install the canopy in strong or gusty winds.

Page 323 of 399 ends

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VICINITY MAP

NOT TO SCALE
PROJECT UTILITY CONTACTS:

CITY OF MONTEBELLO DEPT OF PUBLIC WORKS
ATTENTION:

AT&T
ATTENTION:

MR. CESAR ROLDAN
MR. MARCO MACIAS

CALIFORNIA WATER SERVICE
ATTENTION: MR. RALPH FELIX

CENTRAL BASIN MUNICIPAL WATER DISTRICT
ATTENTION: MR. KEVIN P. HUNT

CHARTER COMMUNICATION
ATTENTION: MR. RODNEY GRAF
LOS ANGELES COUNTY DEPT. OF PUBLIC WORKS
ATTENTION: MR. MAHDAD DERAKHSHANI

LOS ANGELES COUNTY SANITATION DISTRICT
ATTENTION: MS. CHRISTINE GURGA

METROPOLITAN WATER DISTRICT
ATTENTION: MR. BEN BRINKER

MONTEBELLO LAND & WATER
ATTENTION: MR. MARIO GARDEA
SAN GABRIEL VALLEY WATER CO.

ATTENTION: MR. PAUL GARAVITO

SOUTH MONTEBELLO IRRIGATION DISTRICT
ATTENTION: MR. JORDAN BETENCOURT

SOUTHERN CALIFORNIA EDISON NORTH OF
LINCOLIN AVE.

ATTENTION: MS. REGINA GONZALES

SOUTHERN CALIFORNIA EDISON NORTH OF
LINCOLIN AVE. & LARGE PROJECTS
ATTENTION: MS. ELDA ALA TORRE

SOUTHERN CALIFORNIA EDISON SOUTH OF
LINCOLIN AVE.

ATTENTION: MS. LISSETTE ALVAREZ

THE GAS COMPANY
ATTENTION: MR. CESAR ARROYO

CRMSON PIPELINE
ATTENTION: MR. RYAN LASSUS

CHEVRON
ATTENTION: MR. DAVE ZERLER

CITY POLICE AND FIRE DEPARTMENT

UNDERGROUND SERVICE ALERT

TRASH COLLECTORS - A THENS DISPOSAL

STREET SWEEPING - NATIONWIDE

MONTEBELLO UNIFIED SCHOOL DISTRICT

MONTEBELLO TRANSIT
(323) 887-1642
[email protected]
(626) 318-9039
(323) 823-5287
[email protected]
(323) 201-5500
(626) 807-3263
[email protected]
(626) 458-7136
[email protected]
(562) 908-4288 EXT. 1205
[email protected]
(909) 242-1675
[email protected]
(323) 722-8654
[email protected]
(909) 201-7349
(323) 721-4735
[email protected]
(323) 720-5298
(323) 720-5214
(310) 608-5005
[email protected]
(310) 605-4105
[email protected]
(310) 669-4002
(310) 669-4024
(310) 669-4014
POLICE: (323) 887-1313
FIRE: (323) 887-4510
(800) 422-4133 TEL
(909) 808-8101 FAX
(626) 336-6100
(562) 860-0604
(323) 887-7900
(323) 558-1625

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Ji // I ; I' 'I V

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 SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

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.

NO.

I
1/

DATE BY
City of
•
Engineering Division

CHET HOLIFIELD PARK COMMUNITY GARDENS PROJECT
C.P. NO. 945

REVISIONS
DESCRIPTION APPROV.

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,;

LOCATION MAP
UNDER THE SUPERVISION OF:

NOT TO SCALE
Bowman
3060 Saturn Street. Suits 250
Brea, CA 92821
Tai: (714) 940-0100
bowman.com
DESIGNED BY: J.KWOK
DRAWN BY: J.KWOK
CHECKED BY: A. MOUSAVI DATE:03127126
LEGEND:

PZZZZZZZl
REVIEWED BY:

CITY ENGINEER
I I

PROJECT LOCATION

CITY LIMIT
DATE
I
I
I
I
I

INDEX OF DRAWINGS
DWG. NO. SHEET NO. DESCRIPTION
C-1 1 OF 5 TITLE SHEET
C-2 2 OF 5 GENERAL NOTES AND LEGEND
C-3 3 OF 5 DETAILS
C-4 4 OF 5 PRECISE GRADING AND FENCING IMPROVEMENT PLAN C-5 5 OF 5 SIGNING & STRIPING PLAN AND DETAILS
TOTAL SHEETS = 5

SCOPE OF WORK

REPLACEMENT OF PARKING LOT, ADDITION OF COMMUNITY GARDEN, ADDITIONAL CONCRETE

WALKWAY TO NEW SITE AREA, ADA PAVEMENT IMPROVEMENT FOR ACCESSIBILITY TO RESTROOM BUILDING AND REPLACEMENT OF CURB RAMP.

PROFESSIONAL ENGINEER'S NOTE:

THE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY BOWMAN USING AVAILABLE

RECORD PLANS AND MAPS AND BASED ON FIELD RECONNAISSANCE OF EXISTING CONDITIONS. OWNERS OF KNOWN UTILITIES AND OTHER STRUCTURES IN THE STREET RIGHT OF WAY HAVE BEEN GIVEN WRITTEN NOTICE OF THE PROJECT. HOWEVER,

BOWMAN AND CITY OF MONTEBELLO ARE NOT RESPONSIBLIE FOR THE TOTAL ACCURACY AND/OR CORRECTNESS OF THE SHOWN INFORMATION. THE CONTRACTOR

BY SIGNING THE CONSTRUCTION CONTRACT FOR THIS PROJECT ACCEPTS AND

ASSUMES FULL RESPONSIBILITY FOR THE WORK AND ITS IMPACT ON THE EXISTING

FACILITIES SHOWN OR NOT SHOWN ON THESE PLANS AND DESCRIBED IN THE SPECIFICATIONS.

THE CONTRACTOR IS RESPONSIBLE TO MAKE HIS/HER OWN INVESTIGATION AND

INSPECTION INCLUDING POTHOLING AND SUCH OTHER METHODS HE/SHE DEEMS

NECESSARY TO ALLOW HIM/HER TO PROCEED ON THE CONSTRUCTION OF THIS

PROJECT IN COMPLIANCE WITH THE LAWS, ORDINANCES AND REGULATIONS APPLICABLE TO THE PROJECT, INCLUDING STA TE SAFETY ORDERS AND PROCEDURES OF USA.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY SURVEYS REQUIRED TO

ESTABLISH HORIZONTAL AND VERTICAL CONTROLS PRIOR TO AND DURING

CONSTRUCTION, AND TO REPLACE DISTURBED OR COVERED EXISTING STREET SURVEY MONUMENTS.

UNAUTHORIZED CHANGES AND USES:

CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.

GREENWOOD AVENUE
C-h
.1..----------------,I
f----+--------/ w
f----+--------\g
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.--------------------1�

CHET HOLIFIELD PARK COMMUNITY GARDENS
C-1

TITLE SHEET
Sheet 1 of 5
440178-01 -001-00012

ATTACHMENT B

Page 324 of 399 ends

Page 325 of 399 ends

Page 326 of 399 ends

190.5
191.0
189.5190.0
190.5
191.0
191.0
190.0
191.0
CARMEL COURTCLTOLA STREETCL30'30'FRANKEL AVENUECL30'30'DATE STREET CL30'
MONTEBELLO BOULEVARDCL30'SPRUCE STREETCL30' GREENWOOD AVENUECL30'30'FRANKEL AVENUECL30'SPRUCE STREETCL30'30' CARMEL COURTCL15'15'WASHINGTON BOULEVARDCL30'30'30'30'30'190.5191.0189.5190.0190.5191.0191.0190.0191.0 CHET HOLIFIELD PARK COMMUNITY GARDENS5
UNDER THE SUPERVISION OF:

CITY OF MONTEBELLO

ENGINEERING DIVISION

REVISIONS
A. MOUSAVI
03/27/26J.KWOK3060 Saturn Street, Suite 250Brea, CA 92821Tel: (714) 940-0100 bowman.com J.KWOK
Bowman

PRECISE GRADING AND FENCING IMPROVEMENT PLAN

EXISTING RESTROOM SITE LOCATION PLAN
4C-4
LEGEND:

MATCHLINE SEE BOTTOM RIGHT

MATCHLINE SEE TOP LEFT

CONSTRUCTION NOTESREMOVALS

PAVEMENT AND OTHER RELATED WORK

LANDSCAPING AND WATER/IRRIGATION IMPROVEMENTS

FENCING NOTES
PLAN

PLAN SHADE STRUCTURE NOTES

Page 327 of 399 ends

CHET HOLIFIELD PARK COMMUNITY GARDENS5
UNDER THE SUPERVISION OF:

CITY OF MONTEBELLO

ENGINEERING DIVISION

REVISIONS
A. MOUSAVI
03/27/26J.KWOK3060 Saturn Street, Suite 250Brea, CA 92821Tel: (714) 940-0100 bowman.com J.KWOK
Bowman

STRIPING PLAN
C-5SIGNING & STRIPING PLAN AND DETAILS

ACCESSIBLE PARKING STALL AND LOGO

WHEELSTOP

SITE ENTRANCE SIGN

ACCESSIBLE PARKING SIGN
PARKING ONLYMINIMUMFINE $250VANACCESSIBLESTRIPING AND SIGNING NOTES:
5 SIGN POST FOUNDATION DETAIL

VEHICLE STALL
12C-5
11C-5
13C-5
14C-5
15C-5
16C-5
SIGN NOTES:

Page 328 of 399 ends

ITEM # 15

APPROVAL OF MINUTES: MARCH 25, 2026, CITY COUNCIL MEETING

Page 329 of 399 ends

DRAFT

CITY OF MONTEBELLO

REGULAR MEETING

MINUTES

WEDNESDAY, MARCH 25, 2026 AT 6:00 PM

CITY HALL COUNCIL CHAMBERS
1600 WEST BEVERLY BOULEVARD

MONTEBELLO, CALIFORNIA

OPENING CEREMONIES

CALL TO ORDER - 6:00 P.M.

Mayor Tamayo called the meeting to order at 6:03 p.m.

ROLL CALL

Members present were Mayor Tamayo, Mayor Pro Tem Romero, Councilmember Peralta, Councilmember Alonzo, and Councilmember Melendez. City Clerk Jimenez and City Treasurer Matanga were also present.

City Attorney Arnold Alvarez-Glasman, City Manager Raul Alvarez, Assistant City Manager Angelica Palmeros, Records Coordinator Alejandro Rodarte, and Department Directors Kimberly Guillen, Michael Solorza, Joseph Palombi, Ramon Figueroa, John Soria, David Sosnowski, Cesar Roldan, Fire Chief Pelaez, and Police Chief Lopez were present.

ANNOUNCEMENT OF CLOSED SESSION ITEMS

City Attorney Alvarez-Glasman announced the Closed Session Item.

PUBLIC COMMENTS ON CLOSED SESSION ITEMS
At this time, the public may submit a speaker card to the City Clerk staff for Closed Session items, prior to the beginning of this statement. Speakers will be called in the order received. Please be aware that the maximum time allotted for members of the public to speak on Closed Session items shall not exceed three (3) minutes per person. State Law prohibits the City Council from taking action or entertaining extended discussion on a topic not listed on the agenda. Please show courtesy to others and direct all of your comments to the Mayor and City Council.

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March 25, 2026: City Council Meeting Minutes Page 2 of 11

None.

CLOSED SESSION
The City Attorney shall provide a briefing on the item listed for Closed Session as follows:

Mayor Tamayo recessed t
he meeting into Closed Session at 6:04 p.m. to consider the following Closed Session items:

1. CONFERENCE WITH LEGAL COUNSEL – ANTICIPATED LITIGATION Government Code Section 54956.9(d)(2)
Significant exposure in one case

REGULAR SESSION

CLOSED SESSION REPORT

Mayor Tamayo reconvened the meeting at 7:06 p.m.

All five members were present to discuss all Closed Session items. City Attorney Arnold Alvarez-Glasman provided the following report to City Council: Item No. 1, a briefing was provided to City Council, no action was taken, and nothing to further to report.

INVOCATION

Led by City Treasurer Matanga.

PLEDGE OF ALLEGIANCE

Led by Lucia Rodriguez.

CORRECTIONS TO THE AGENDA - CITY MANAGER

City Manager Raul Alvarez pulled Item No. 11 from the agenda for further review.

CEREMONIAL ITEMS/PRESENTATIONS

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March 25, 2026: City Council Meeting Minutes Page 3 of 11

2. CITIZEN OF THE MONTH - PABLO CASTORENA
Presented by Mayor Tamayo.

3. PROCLAMATION FOR NATIONAL VIETNAM WAR VETERANS DAY
Presented
by Mayor Tamayo.

4. PROCLAMATION FOR WOMEN'S HISTORY MONTH
Presented by Mayor Tamayo.

5. PROCLAMATION FOR NATIONAL DEVELOPMENT DISABILITIES MONTH Presented by Mayor Tamayo.

PUBLIC COMMENTS ON NON-AGENDA ITEMS (30 MINUTES)
At this time, the public may submit speaker card(s) to the City Clerk staff, for both agenda and non-agenda items, prior to the beginning of this statement; Public Hearing items do not require a speaker card.

The City Council will address non-agenda items during this section and speakers will be called in the order received. Those persons not accommodated during this 30-minute period will have an opportunity to speak under “Public Comments – Continued”, after all scheduled matters have been considered. Public Hearing, Regular Business and/or Consent Calendar items will be addressed at the time that matter of business is heard, in the order received.

Please be aware that the maximum time allotted for members of the public to speak shall not exceed three (3) minutes per speaker. State Law prohibits the City Council from taking action or entertaining extended discussion on a topic not listed on the agenda. Please show courtesy to others and direct all of your comments to the Mayor and City Council.

The City Clerk’s Office acknowledged eleven(11) members of the public wishing to address the City Council. Speakers were provided three minutes to address the City Council and said speaker cards are on file at the City Clerk’s office.

STAFF COMMUNICATIONS ON ITEMS OF COMMUNITY INTEREST

None.

REGULAR BUSINESS

6. WAIVE SECOND READING AND ADOPTION OF ORDINANCE NOS. 2487, 2488, 2489, AND 2490, AMENDING PROVISIONS OF TITLE 17 (ZONING) OF THE CITY OF MONTEBELLO MUNICIPAL CODE,

RELATED TO MIXED-USE DEVELOPMENT STANDARDS, OBJECTIVE DESIGN STANDARDS FOR

RESIDENTIAL AND MIXED-USE DEVELOPMENTS, SITE PLAN REVIEW STANDARDS, AND REZONING OF CERTAIN PROPERTIES CONSISTENT WITH THE MONTEBELLO 2040 GENERAL PLAN AND THE CITY’S HOUSING ELEMENT; AND APPROVE AND AUTHORIZE THE CITY MANAGER

TO EXECUTE COVENANTS AND AGREEMENTS FOR THE PRESERVATION AND PROTECTION OF

THE ARMENIAN GENOCIDE MARTYRS MONUMENT AND THE MONTEBELLO SCOUT HOUSE

RECOMMENDATION: It is recommended that the City Council:

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March 25, 2026: City Council Meeting Minutes Page 4 of 11

1. Waive second reading of Ordinance No. 2487, amending Chapter 17.22 titled Commercial Zones Generally of the Montebello Municipal Code (“MMC”) to establish new mixed-use development standards applicable to the C-1 (Neighborhood Commercial) and C-2 (General Commercial) zoning districts, along with related updates incorporating mixed-use development provisions into Chapter 17.22; and

2. Waive second reading of Ordinance No. 2488, amending Title 17 – Zoning of the MMC to establish Chapter 17.21 titled Objective Design Standards, to provide new objective design standards for residential and mixed-use development projects; and

3. Waive second reading of Ordinance No. 2489, amending Chapter 17.74 titled Site Plan Review of the MMC to update thresholds for when a site plan review is required, remove provisions that allow the combination of multiple discretionary entitlement approvals under a single application, and include an exception that would allow certain qualifying mixed-use or residential projects to be reviewed administratively; and

4. Waive second reading of Ordinance No. 2490, approving the rezoning of certain properties to ensure consistency with the land use designations established by the Montebello 2040 General Plan and the opportunity sites identified in the City’s 6th Cycle Housing Element (2021-2029); and

5. Determine and find that the proposed amendments to Title 17 of the MMC and rezoning of certain properties are within the scope of, and consistent with, the 2040 General Plan, for which the City Council certified a Final Environmental Impact Report (“Final EIR”) on April 10, 2024 (State Clearinghouse No.2023050665), in compliance with the California Environmental Quality Act (“CEQA”), and

6. Approve and authorize the City Manager to execute the Covenant and Agreement for the preservation and protection of the Armenian Genocide Martyrs Monument in a form approved by the City Attorney; and

7. Approve and authorize the City Manager to execute the Covenant and Agreement for the preservation and protection of the Montebello Scout House in a form approved by the City Attorney; and

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

Planning Manager Viviana Esparza provided a presentation of the item.

The City Clerk’s Office acknowledged nineteen (19) members of the public wishing to address the City Council. Speakers were provided three minutes to address the City Council and said speaker cards are on file at the City Clerk’s office.

Councilmember Peralta clarified that the proposed zoning action does not approve or advance any specific project. She emphasized that any future development on sites subject to rezoning would still require City Council approval and would return to the Council for consideration.

Director Palombi confirmed that the action before the City Council is limited to zoning and policy changes and does not include approval of any development project. He explained that any future development proposal would be required to undergo a formal application process, including review for consistency with State law and the Montebello Municipal Code, environmental review, public noticing, and public hearings before both the Planning Commission and City Council.

Councilmember Peralta inquired whether approval of the item would require the City to immediately issue a Request for Proposals (RFP), bind the City to any development, or otherwise obligate the City to take action. Director Palombi responded that the City Council retains full discretion, and that approval of the item does not obligate the City to move forward with any development.

Councilmember Peralta requested that Director Palombi elaborate on the enforcement of covenants and the viewshed ordinance, specifically how these tools would protect the Armenian Genocide Martyrs Monument and the Montebello Scout House. She also asked whether such covenants could be legally challenged.

Director Palombi explained that the covenants and agreements would run with the land and be recorded against the property with the Los Angeles County Registrar-Recorder’s Office. He stated that any development proposal would be required to adhere to the conditions outlined in those covenants, which would remain in effect in perpetuity. While acknowledging that covenants can be legally challenged, he stated that they are a strong and commonly used tool across the State and would remain in full force and effect.

He further explained that the viewshed ordinance provides additional layers of protection by preserving views to and from significant landmarks and cultural sites, including the Armenian Genocide Martyrs Monument. He noted that the site falls within a designated viewshed area. Additionally, under the California Environmental Quality Act (CEQA), the City is required to evaluate whether a project would substantially degrade visual character or harm a historic resource. He stated that all of these protections would be analyzed if and when a development proposal is submitted. He also clarified that

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March 25, 2026: City Council Meeting Minutes Page 5 of 11

while the City is not obligated to build on the site, it is required to demonstrate sufficient capacity to meet housing obligations.

Councilmember Peralta referenced the RFP issued in 2022 for the Golf Course Master Plan and requested an update on its status. The City Manager stated that upon assuming his position, he reviewed the RFP and was not comfortable with the process as originally structured. He explained that the City has since placed the RFP on hold while coordinating with the State to determine next steps. He further noted that because the RFP remains active, staff is limited in what information can be disclosed; however, no proposals have been evaluated and no action has been taken. He confirmed that the City Council retains the authority to reject the RFP and direct staff to issue a new RFP incorporating additional considerations.

Councilmember Peralta stated that since the RFP was never brought before the City Council, the Council maintains full discretion regarding whether to proceed. She noted that the original RFP did not include a community-driven visioning process and expressed that the Council now has the opportunity to incorporate such a process into any future RFP.

City Manager Alvarez stated that one of the core principles he has advocated for is the development of a comprehensive community engagement process, similar to the engagement conducted during budget discussions. He emphasized that any future RFP should include robust input from the City Council, residents, stakeholders, and staff to guide decisions regarding the property.

Councilmember Peralta inquired whether the Housing Element requires any actions beyond issuing an RFP, such as selecting a developer or advancing a project. Director Palombi responded that there are no such requirements and that the City retains full discretion on how to proceed, consistent with State law and the Municipal Code.

Councilmember Peralta questioned why the rezoning is being considered at this time, noting that the Housing Element has already been certified. She asked whether the rezoning is necessary to maintain compliance with State requirements.

Director Palombi explained that when the Housing Element was approved in 2022 and certified by the State, the City made commitments to rezone certain properties identified in the site inventory. He explained that while the City is not required to construct housing units, it must demonstrate adequate zoning capacity to accommodate its Regional Housing Needs Allocation (RHNA).

He further explained that the City was required to complete the rezoning within a statutory timeframe, originally from February 2022 to February 2025, which was later extended to February 2026 after the City met the criteria for a one-time extension. He noted that although the deadline has passed, the City has maintained communication with the California Department of Housing and Community Development (HCD), which issued a corrective action letter in October 2025. He stated that HCD is monitoring whether the City follows through on its commitments.

Councilmember Peralta asked whether it would be possible to amend the sixth-cycle Housing Element to remove the golf course site from the housing inventory. Director Palombi stated that the City cannot amend the sixth-cycle RHNA allocation at this time.

Councilmember Peralta acknowledged that the City will soon begin planning for the seventh-cycle Housing Element and asked whether alternative sites, such as the Beverly Boulevard Adventist site or corridors along Whittier Boulevard and Washington Boulevard, could be considered in the future to replace the golf course site. Director Palombi confirmed that during the seventh-cycle planning process, the City may evaluate alternative locations; however, the City must still demonstrate realistic capacity to accommodate the required number of housing units.

City Manager Alvarez emphasized that the action before the Council is a zoning amendment necessary to align with the previously adopted Housing Element (2022) and General Plan (2024), and represents a required step to remain compliant with State law. He noted that failure to act could result in the City being out of compliance and subject to regulatory consequences.

Councilmember Peralta inquired about the legal implications of excluding the golf course site from the rezoning. Director Palombi stated that doing so would create significant risk to the City’s Housing Element compliance and could result in regulatory or legal action under State housing law.

Councilmember Melendez acknowledged staff’s efforts and community participation but expressed opposition to the item unless the golf course site was excluded.

Councilmember Alonzo also acknowledged staff’s work and noted that while the City must remain compliant, there are valid concerns regarding the protection of historical resources.

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March 25, 2026: City Council Meeting Minutes Page 6 of 11

Mayor Pro Tem Romero inquired about the Scout House covenant and whether it would continue to provide protection if the associated Boy Scout troop were to dissolve. City Manager Alvarezstated that the covenant, as currently written, protects the Scout House; however, if the organization dissolves, the covenant protections would no longer apply.

Mayor Tamayo discussed the covenants and stated that multiple layers of protection exist for the Armenian Genocide Martyrs Monument, including its designation as a State historic landmark, the viewshed ordinance, and the covenant. She suggested assigning the covenant to a long-standing organization, such as the Lions Club of Montebello, rather than Scout Troop 330.

Councilmember Peralta proposed several conditions, including: suspension of the existing RFP; development of a comprehensive community visioning process; incorporation of community-defined standards into future RFPs; completion of an independent traffic and infrastructure study; preservation and definition of open space; and exploration of alternative housing sites during the seventh-cycle Housing Element process.

City Manager Alvarez confirmed the proposed conditions and clarified that formal suspension of the RFP would require a future agenda item.

Councilmember Peralta made a motion to approve the ordinance with the proposed conditions. The motion was seconded by Mayor Tamayo and subsequently failed by the following vote:

MOVED: Peralta SECONDED: Tamayo APPROVED: 2-3-0-0
AYES: Tamayo, Peralta
NOES: Romero, Melendez, Alonzo
ABSTAIN: None
ABSENT: None

Councilmember Peralta then made a new motion to introduce the ordinance as amended, incorporating revisions to the zoning map to remove the golf course, covenant provisions, and the conditions discussed. The motion was seconded by Mayor Pro Tem Romero; the motion was approved unanimously.

7. APPROVE PURCHASE AND SALE AGREEMENT NO. 4485 WITH TUVF – MONTEBELLO, LLC FOR ACQUISITION OF REAL PROPERTY LOCATED AT 602-610 WEST WHITTIER BOULEVARD (LOS ANGELES COUNTY ASSESSOR’S PARCEL NOS. 6346-027-001, 6346-027-002, 6346-027-006, AND 6346-027-019) (THE “PROPERTY”)

RECOMMENDATION: It is recommended that the City Council:

1. Find and determine that acquisition of the Property is in conformance with the City’s General Plan pursuant to Government Code Section 65402 because it furthers the purpose of the community driven vision, direction and policy guidance set in the Montebello General Plan through the preservation of buildings within the community and how they are built, which promote economic development, land use, community design, and housing to achieve the community vision; and

2. Find and determine that the approval of the Purchase and Sale Agreement is exempt from the California Environmental Quality Act (“CEQA”) pursuant to (i) CEQA Guidelines Section 15061(b)(3) – Common Sense Exemption in that it can be seen with certainty that there is no possibility that the approval of the Purchase and Sale Agreement may have a significant effect on the environment and is not a project under CEQA Guidelines Section 15378(a)(1) and none of the exceptions to the Categorical Exemptions under CEQA Guidelines Section 15300.2 apply; and

3. Approve the Purchase and Sale Agreement (“Agreement”) between the City of Montebello and TUVF – Montebello, LLC, for the acquisition of 602, 604, 608, and 610 West Whittier Boulevard in the amount of $3,150,000 plus Capitalized Costs totaling $63,784 as defined in the October 21, 2025, PUT Agreement; and

4. Authorize the City Manager to execute the Agreement and all related escrow and closing documents necessary to consummate the transaction, in a form approved by the City Attorney; and

5. Authorize the Finance Director to appropriate and disburse funds necessary to complete the acquisition and associated closing costs and costs related to anticipated maintenance and repairs; and,

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March 25, 2026: City Council Meeting Minutes Page 7 of 11

6. Amend the Fiscal Year 2025-26 budget by increasing appropriations by $3,280,000 in Account No. 600- 90-900-6088 (Transit, Transportation, Administration, Property Purchase); and,

7. Take such additional and/or related action that may be desirable.

Councilmember Melendez motioned, seconded by Councilmember Peralta, to approve the item; the motion was approved unanimously.

8. PRESENTATION OF COMMUNITY BUDGET FORUMS AND BUDGET SURVEY FEEDBACK, FISCAL YEAR 2026-27 BUDGET DEVELOPMENT

RECOMMENDATION: It is recommended that the City Council:

1. Receive and file the Fiscal Year 2026-27 Community Budget Forum and Budget Survey feedback; and,

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

Director
of Finance Michael Solorza provided a presentation of the item.

Councilmember Melendez motioned, seconded by Mayor Pro Tem Romero, to approve the item; the motion was approved unanimously.

CONSENT CALENDAR
All matters listed under the Consent Calendar are considered to be routine. Any items a member wishes to discuss, including any items the public submitted speaker cards for, should be designated at this time. All other items may be approved in a single motion. Such approval will also waive the reading of any Ordinance.

City Manager Alvarez pulled Item No. 11 from the agenda for further review.

Councilmember Alonzo motioned, seconded by Councilmember Melendez, that Item No’s. 9-10 and 12-16, be approved; the motion passed unanimously.

9. APPROVE AGREEMENT NO. 4481 WITH AM SIGNAL FOR PURCHASE AND INSTALLATION OF THE

OPTICOM GPS SYSTEM

RECOMMENDATION: It is recommended that the City Council:

1. Approve Agreement No. 4481 with AM Signal for the purchase and installation of the Opticom GPS system; and

2. Authorize the City Manager to execute the agreement and all applicable exhibits, attachments, and related documents necessary to implement the project in good faith; and

3. Approve issuance of the agreement through the Purchasing Cooperative of America in accordance with Montebello Municipal Code Chapter 3.20.050(F) – Cooperative Purchases; and

4. Amend the adopted Fiscal Year 2025-26 budget by increasing appropriations by $287,354 in Account 215-99-7116 (Proposition C Local – Non-Departmental – Improvements Other Than Building); and

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

Councilmember Alonzo motioned, seconded by Councilmember Melendez, to approve the item; the motion passed unanimously.

10. APPROVE SENATE BILL 1 (SB1) FUND APPROPRIATION TO FISCAL YEAR 2025-26 SB1 RUBBERIZED ASPHALT STREET ENHANCEMENT PROJECT (CP 944)

RECOMMENDATION: It is recommended that the City Council:

1. Amend the Fiscal Year 2025-26 adopted budget to increase appropriations by $640,000 in Account No. 201-99-7116 (SB1/RMRA – Non-Departmental – Improvements Other Than Building); and

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March 25, 2026: City Council Meeting Minutes Page 8 of 11

2. Authorize the use of $640,000 in Senate Bill 1/RMRA funds for the FY 2025-26 SB1 Rubberized Asphalt Street Enhancement Project (CP 944); and

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

Councilmember Alonzo motioned, seconded by Councilmember Melendez, to approve the item; the motion passed unanimously.

11. APPROVE AGREEMENT NO. 4484 WITH VOLTAIRE ENGINEERING, INC. FOR CHET HOLIFIELD COMMUNITY GARDEN PROJECT (CP 945)

RECOMMENDATION: It is recommended that the City Council:

1. Approve Agreement No. 4484 with Voltaire Engineering for the Chet Holifield Community Garden Project (CP 945) as the most responsive, responsible bidder in the amount of $292,556; and

2. Approve a construction contingency in the amount of $27,444; and

3. Amend the Fiscal Year 2025-26 budget by increasing appropriations by $100,000 in Account No. 100-70- 700-6040.10 (General – Parks and Recreation – Recreation Administration – Contract Services Outside Contracts); and

4. Authorize the City Clerk’s Office to release all other bidders’ bonds; and

5. Authorize the City Manager to execute the agreement and all change orders in good faith; and

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

City Manager Raul Alvarez pu
lled Item No. 11 from the agenda for further review.

12. APPROVE AN INCREASE TO PURCHASE ORDER WITH COMMLINE INC. FOR PUBLIC SAFETY VEHICLE

OUTFITTING SERVICES

RECOMMENDATION: It is recommended that the City Council:

1. Approve an increase to the existing purchase order with Commline Inc. in an amount not-to-exceed $60,000 for the outfitting of public safety vehicles; and

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

Councilmember Alonzo motioned, seconded by Councilmember Melendez, to approve the item; the motion passed unanimously.

13. ADOPT RESOLUTIONS FOR THE GENERAL MUNICIPAL ELECTION TO BE HELD AND CONDUCTED ON NOVEMBER 3, 2026

RECOMMENDATION: It is recommended that the City Council:

1. Approve Resolution No. 26-16 calling for the holding of a General Municipal Election to be held on Tuesday, November 3, 2026, for the election of certain officers as required by the provisions of the laws of the State of California relating to General Law Cities; and

2. Approve Resolution No. 26-17 requesting the Board of Supervisors of the County of Los Angeles to render full services to the City relating to a General Municipal Election to be held and conducted on Tuesday, November 3, 2026; and

3. Approve Resolution No. 26-18 requesting the Board of Supervisors of the County of Los Angeles to consolidate a General Municipal Election to be held on Tuesday, November 3, 2026, with other Los Angeles County and State of California elections to be held on the date pursuant to § 10403 of the Elections Code; and

4. Approve Resolution No. 26-19 adopting regulations for candidates for elective office pertaining to candidate statements submitted to the voters at an election to be held on Tuesday, November 3, 2026; and

5. Approve Resolution No. 26-20 providing for a procedure for determining by lot a tie among candidates at the November 3, 2026, General Municipal Election in accordance with Elections Code Section 15651.

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Councilmember Alonzo motioned, seconded by Councilmember Melendez, to approve the item; the motion passed unanimously.

14. APPROVE SUBMISSION OF AN APPLICATION FOR THE CALIFORNIA GOVERNOR'S OFFICE OF

EMERGENCY SERVICES (CAL OES) STATE AND LOCAL CYBERSECURITY GRANT PROGRAM

RECOMMENDATION: It is recommended that the City Council:

1. Approve submission of an application for the California Governor’s Office of Emergency Services (Cal OES) State and Local Cybersecurity Grant Program; and

2. Authorize the City Manager to conduct all negotiations and execute and submit documents reasonably- necessary for the completion of the awarded project; and

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

Councilmember Alonzo motioned, seconded by Councilmember Melendez, to approve the item; the motion passed unanimously.

15. APPROVAL OF MINUTES: MARCH 11, 2026, CITY COUNCIL MEETING

RECOMMENDATION: It is recommended that the City Council:

1. Approve said Minutes as is.

Councilmember Alonzo motioned, seconded by Councilmember Melendez, to approve the item; the motion passed unanimously.

16. PAYMENT OF BILLS: ADOPT RESOLUTION NO. 26–21 APPROVING THE CITY WARRANT REGISTER OF DEMANDS DATED MARCH 25, 2026.

RECOMMENDATION: It is recommended that the City

1. Adopt Resolution No. 26-21 approving the Warrant Register dated March 25, 2026.

Councilmember Alonzo motioned, seconded by Councilmember Melendez, to approve the item; the motion passed unanimously.

PUBLIC COMMENTS - CONTINUED

AB 1234 TRAVEL REPORTS
Members will provide a brief report on meetings attended at the expense of the local agency as required by Government Code Section 53232.3(d).

None.

COUNCIL/AGENCY ORALS
Announcements and requests for future agenda items.

• Scarlet Peralta, Councilmember

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March 25, 2026: City Council Meeting Minutes Page 10 of 11

• Ric Alonzo, Councilmember

• Salvador Melendez, Councilmember

• Danielle Romero, Mayor Pro Tem

• Georgina Tamayo, Mayor

CLOSED SESSION - CONTINUED

ADJOURNMENT
The City of Montebello will adjourn to the next Regular Meeting on April 8, 2026, at 6:00 p.m., which can be live-streamed at https://www.montebelloca.gov (Click on Live Stream).

I, Kimberly Guillen, Director of City Clerk Services for the City of Montebello, hereby certify that a copy of this agenda has been posted on or before Sunday, March 22, 2026, no later than 6:00 p.m.

Kimberly Guillen, Director of City Clerk Services

Mayor Pro Tem Romero
recognized National Medal of Honor Day and expressed remarks in honor of the occasion.

Mayor Tamayo adjourned the meeting at 10:08 p.m.

THE MINUTES OF MARCH 25, 2026, ARE HEREBY APPROVED AND ADOPTED ON THIS 8TH DAY OF APRIL 2026.

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EXHIBIT - CITY OF MONTEBELLO FORECASTED AGENDA
Please note, the attached exhibit is a draft version that is to be used for reference purposes only; agenda items, information, and dates are subject to change. The exhibit will be placed at the end of the Agenda Packet.

• CITY OF MONTEBELLO FORECASTED AGENDA

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ITEM # 16

PAYMENT OF BILLS: ADOPT RESOLUTION NO. 26-23 APPROVING THE CITY WARRANT REGISTER OF DEMANDS DATED APRIL 8, 2026

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RESOLUTION NO 26-23

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MONTEBELLO

APPROVING AND ALLOWING CERTAIN CLAIMS AND DEMANDS

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MONTEBELLO HEREBY RESOLVES, FINDS, AND DECLARES AS FOLLOWS:

SECTION 1. That the reference is hereby made to that certain Reg ister of Audited Demand No.1609, consisting of 9 pages, and including:

Warrant No.

General: Check No. 610437 through 610594
ACH No. 10523 through 10662
Successor Check No. 1545

On file in the office of the City Clerk, the same having been audited and approved by the Assistant Director of Finance as required by law.

SECTION 2. That the said City Council having examined each such demand does hereby approve and direct the payment of same, as set forth in said Register, except the following Warrant No.

______________________________

SECTION 3. That the City Clerk shall certify to the passage and adoption of this Resolution and that the same shall be in full force and effect.

APPROVED AND ADOPTED ON THIS 8th OF APRIL 2026.

_______________________________
Georgina Tamayo, Mayor

ATTEST: APPROVED AS TO FORM:

_______________________ ________________________________ Christopher Jimenez, City Clerk Arnold M. Alvarez-Glasman, City Attorney

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RESOLUTION NO. 26-23

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• Exhibit A – Warrant Register

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS:

CITY OF MONTEBELLO )

I, Christopher Jimenez, City Clerk of the City of Montebello, County of Los Angeles, State of California, hereby certify that th e foregoing Resolution No. 26-23 was passed and adopted by the City Council of the City of Montebello, signed by the Mayor and attested by the City Clerk at a regular meet ing of said Council held on the 8TH day of April 2026 and that said Resolution was adopted by the following vote, to-wit:

AYES:

NOES:

ABSTAIN:

ABSENT:

The undersigned, City Clerk of the City of Montebello, does hereby attest and certify that the foregoing Resolution is a true, full, and correct copy of a resolution duly adopted at a meeting of said City which was duly convened and held on the date stated thereon, and that said document has not been amended, modified, repealed or rescinded since its date of adoption and is in full force and effect as of the date hereof.

DATE: __
Christopher Jimenez, City Clerk

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EXHIBIT A
WARRANT # DATE AMOUNT ACCOUNT DESCRIPTION VENDOR NAME
10523 03/19/2026 $4,995.41 TRAINING 3163 BANK OF AMERICA 10524 03/19/2026 $62.12 ADVERTISING/PRINTING SERVICES 3163 BANK OF AMERICA 10525 03/19/2026 $40.77 SUPPLIES 3163 BANK OF AMERICA
10526 03/19/2026 $120.58 SUPPLIES 3163 BANK OF AMERICA
10527 03/19/2026 $600.97 ADVERTISING/PRINTING SERVICES 3163 BANK OF AMERICA 10528 03/19/2026 $225.00 TRAINING 3163 BANK OF AMERICA
10529 03/19/2026 $4,262.49 SUPPLIES 3163 BANK OF AMERICA 10530 03/19/2026 $1,962.44 SUPPLIES 3163 BANK OF AMERICA 10531 03/19/2026 $7,300.31 UNIFORM EXPENSE 3163 BANK OF AMERICA 10532 03/19/2026 $540.00 DUES & SUBSCRIPTIONS 3163 BANK OF AMERICA 10533 03/19/2026 $4,711.56 TRAINING 3163 BANK OF AMERICA 10534 03/19/2026 $4,021.23 SUPPLIES 3163 BANK OF AMERICA 10535 03/19/2026 $1,084.96 SUPPLIES 3163 BANK OF AMERICA 10536 03/19/2026 $9,623.54 TRAINING 3163 BANK OF AMERICA 10537 03/19/2026 $3,795.95 SUPPLIES 3163 BANK OF AMERICA 10538 03/19/2026 $3,944.38 SUPPLIES 3163 BANK OF AMERICA 10539 03/19/2026 $2,519.50 SUPPLIES 3163 BANK OF AMERICA 10540 03/19/2026 $5,139.49 TRAINING 3163 BANK OF AMERICA 10541 03/19/2026 $546.20 SUPPLIES 3163 BANK OF AMERICA
10542 03/19/2026 $1,557.06 SUPPLIES 3163 BANK OF AMERICA 10543 03/19/2026 $503.66 SUPPLIES 3163 BANK OF AMERICA
10544 03/19/2026 $598.10 SUPPLIES 3163 BANK OF AMERICA
10545 03/19/2026 $587.90 SUPPLIES 3163 BANK OF AMERICA
10546 03/19/2026 $109.71 SUPPLIES 3163 BANK OF AMERICA
10547 03/19/2026 $2,229.11 TRAINING 3163 BANK OF AMERICA 10548 03/19/2026 $516.55 SUPPLIES 3163 BANK OF AMERICA
10549 03/19/2026 $272.77 SUPPLIES 3163 BANK OF AMERICA
10550 03/19/2026 $344.18 DUES & SUBSCRIPTIONS 3163 BANK OF AMERICA 10551 03/19/2026 $102.34 SUPPLIES 3163 BANK OF AMERICA
10552 03/19/2026 $381.47 SUPPLIES 3163 BANK OF AMERICA
10553 03/19/2026 $101.97 TRAINING 3163 BANK OF AMERICA
10554 03/19/2026 $125.76 MAIL/ POSTAL EXPENSE 3163 BANK OF AMERICA 10555 03/19/2026 $355.01 VEHICLE MAINTENANCE/EXPENSES 3163 BANK OF AMERICA 10556 03/19/2026 $686,209.86 PERS GROUP INSURANCE PAYABLE 17 CAL PERS 10557 03/19/2026 $3,665.00 RETIREMENT 3730 AT RETIREMENT SERVICES LLC 10558 03/19/2026 $3,752.12 RETIREMENT 58990 VISION SERVICE PLAN City of Montebello
Register of Demands No. 1609
From Payment Date 03/13/26 - To Payment Date 03/26/26
1

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EXHIBIT A
WARRANT # DATE AMOUNT ACCOUNT DESCRIPTION VENDOR NAME
City of Montebello
Register of Demands No. 1609
From Payment Date 03/13/26 - To Payment Date 03/26/26
10559 03/19/2026 $4,358.49 FRINGE BENEFITS 58990 VISION SERVICE PLAN 10560 03/19/2026 $58,644.57 CONTRACT SERVICES 3333 A & A FLEET PAINTING INC 10561 03/19/2026 $11,971.12 ADVERTISING/PRINTING SERVICES 2689 ACRO PRINTING INC 10562 03/19/2026 $5,953.73 SUPPLIES 2586 AMAZON CAPITAL SERVICES INC 10563 03/19/2026 $5,173.34 VEHICLE MAINTENANCE/EXPENSES 47980 AMERICAN MOVING PARTS 10564 03/19/2026 $30.00 CARPOOL INCENTIVE 289 ANDREA ANDRADE 10565 03/19/2026 $40.00 CARPOOL INCENTIVE 61470 ERIKA L ANDRADE 10566 03/19/2026 $800.00 CONTRACT SERVICES 2365 LETICIA TORRES 10567 03/19/2026 $145,417.60 CONTRACT SERVICES 74870 AVAIL TECHNOLOGIES INC 10568 03/19/2026 $40.00 CARPOOL INCENTIVE 4827 RIJUL BHASKAR 10569 03/19/2026 $6,812.50 CONTRACT SERVICES 3130 BLAIS & ASSOCIATES LLC 10570 03/19/2026 $40.00 CARPOOL INCENTIVE 29020 RAFAEL DE LA TORRE 10571 03/19/2026 $1,096.52 CONTRACT SERVICES 3982 EVERNORTH CARE SOLUTIONS, INC. 10572 03/19/2026 $40.00 CARPOOL INCENTIVE 3706 ALEX GILLMAN 10573 03/19/2026 $40.00 CARPOOL INCENTIVE 3123 NEIRA YESSIE GRANADOS 10574 03/19/2026 $40.00 CARPOOL INCENTIVE 3681 LIZETTE GUERRERO 10575 03/19/2026 $1,135.53 SUPPLIES 2059 HASA INC
10576 03/19/2026 $2,034.61 VEHICLE MAINTENANCE/EXPENSES 270 HARBOR DIESEL AND EQUIPMENT INC 10577 03/19/2026 $6,120.16 CONTRACT SERVICES 43860 MYERS & SONS HI-WAY SAFETY INC 10578 03/19/2026 $4,096.00 CONTRACT SERVICES 2793 IBE DIGITAL 10579 03/19/2026 $11,593.69 VEHICLE MAINTENANCE/EXPENSES 29680 INLAND KENWORTH INC 10580 03/19/2026 $800.00 CONTRACT SERVICES 1612 JCL TRAFFIC SERVICES 10581 03/19/2026 $40.00 CARPOOL INCENTIVE 3707 KEVORK KALAYCI 10582 03/19/2026 $6,920.08 MACHINERY & EQUIPMENTS 26080 L.N. CURTIS AND SONS 10583 03/19/2026 $5,502.49 SUPPLIES 26670 LIFE-ASSIST INC 10584 03/19/2026 $12,500.00 CONTRACT SERVICES 4931 LINCOLN CONCEPTS 10585 03/19/2026 $30.00 CARPOOL INCENTIVE 4439 DANESSA DANETTE LLANES 10586 03/19/2026 $3,653.75 CONTRACT SERVICES 3489 MARK THOMAS & COMPANY INC 10587 03/19/2026 $525.00 UNION DUES 64800 MONTEBELLO POLICE MANAGEMENT ASSOCIATION 10588 03/19/2026 $4,849.98 VEHICLE MAINTENANCE/EXPENSES 1385 MUNCIE RECLAMATION AND SUPPLY COMPANY 10589 03/19/2026 $576.60 CONTRACT SERVICES 53120 NATIONAL CONSTRUCTION RENTALS 10590 03/19/2026 $14,262.80 CONTRACT SERVICES 35250 NATIONWIDE ENVIRONMENTAL SERVICES 10591 03/19/2026 $40.00 CARPOOL INCENTIVE 2203 SAMANTHA NEVAREZ 10592 03/19/2026 $3,233.19 CONTRACT SERVICES 2940 OCEAN BLUE ENVIRONMENTAL SERVICES INC 10593 03/19/2026 $40.00 CARPOOL INCENTIVE 138 BRIANNON PADILLA 10594 03/19/2026 $2,019.00 EDUCATION REIMBURSEMENT 3291 JOSEPH PALOMBI 10595 03/19/2026 $20.00 CARPOOL INCENTIVE 3198 SUSAN PEEBLES 2

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EXHIBIT A
WARRANT # DATE AMOUNT ACCOUNT DESCRIPTION VENDOR NAME
City of Montebello
Register of Demands No. 1609
From Payment Date 03/13/26 - To Payment Date 03/26/26
10596 03/19/2026 $40.00 CARPOOL INCENTIVE 4327 ROSEMARY PERICH 10597 03/19/2026 $367.75 UNIFORM EXPENSE 56260 PRUDENTIAL OVERALL SUPPLY 10598 03/19/2026 $3,111.79 UNIFORM EXPENSE 2594 THE SAUCE CREATIVE SERVICES CORP 10599 03/19/2026 $40.00 CARPOOL INCENTIVE 69960 NICOLE I SAUCEDO 10600 03/19/2026 $20.00 CARPOOL INCENTIVE 2985 KEVIN SAYCOCIE 10601 03/19/2026 $238.34 SUPPLIES 2686 THE SHERWIN-WILLIAMS CO 10602 03/19/2026 $347.43 TRAVEL & MEETINGS 3610 SARBJEET SINGH 10603 03/19/2026 $20.00 CARPOOL INCENTIVE 4109 ISELA SIORDIA 10604 03/19/2026 $40.00 CARPOOL INCENTIVE 3001 MICHAEL SOLORZA 10605 03/19/2026 $90.74 SUPPLIES 31270 STARBOARD TACK SUPPLY INC 10606 03/19/2026 $40.00 CARPOOL INCENTIVE 3053 MICHAEL TELLES 10607 03/19/2026 $996.69 SUPPLIES 3110 TOMAS ALVARADO
10608 03/19/2026 $272.83 SUPPLIES 45120 ULINE INC
10609 03/19/2026 $62.18 SUPPLIES 9470 W W GRAINGER INC DBA: GRAINGER 10610 03/19/2026 $1,309.43 SUPPLIES 3088 WAXIE SANITARY SUPPLY 10611 03/26/2026 $750.00 SUPPLIES 3163 BANK OF AMERICA
10612 03/26/2026 $30.83 SUPPLIES 3163 BANK OF AMERICA
10613 03/26/2026 $569.14 VEHICLE MAINTENANCE/EXPENSES 3163 BANK OF AMERICA 10614 03/26/2026 $2,157.63 TRAVEL & MEETINGS 3163 BANK OF AMERICA 10615 03/26/2026 $151.75 PERMITS AND FEES 3163 BANK OF AMERICA 10616 03/26/2026 $825.63 SUPPLIES 3163 BANK OF AMERICA
10617 03/26/2026 $20.00 SUPPLIES 3163 BANK OF AMERICA
10618 03/26/2026 $4,105.79 SUPPLIES 3163 BANK OF AMERICA 10619 03/26/2026 $1,639.63 SUPPLIES 3163 BANK OF AMERICA 10620 03/26/2026 $598.54 SUPPLIES 3163 BANK OF AMERICA
10621 03/26/2026 $1,998.09 SUPPLIES 3163 BANK OF AMERICA 10622 03/26/2026 $330.55 SUPPLIES 3163 BANK OF AMERICA
10623 03/26/2026 $1,329.98 FUEL 3163 BANK OF AMERICA
10624 03/26/2026 $10.00 SUPPLIES 3163 BANK OF AMERICA
10625 03/26/2026 $4,761.49 SUPPLIES 3163 BANK OF AMERICA 10626 03/26/2026 $3,201.37 SUPPLIES 3163 BANK OF AMERICA 10627 03/26/2026 $1,628.63 CONTRACT SERVICES 3163 BANK OF AMERICA 10628 03/26/2026 $216.08 DUES & SUBSCRIPTIONS 3163 BANK OF AMERICA 10629 03/26/2026 $51.99 DUES & SUBSCRIPTIONS 3163 BANK OF AMERICA 10630 03/26/2026 $344.81 SUPPLIES 3163 BANK OF AMERICA
10631 03/26/2026 $374.00 OTHER GROUP INSURANCE PAYABLE 58990 VISION SERVICE PLAN 10632 03/26/2026 $4.00 OTHER GROUP INSURANCE PAYABLE 58990 VISION SERVICE PLAN 3

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EXHIBIT A
WARRANT # DATE AMOUNT ACCOUNT DESCRIPTION VENDOR NAME
City of Montebello
Register of Demands No. 1609
From Payment Date 03/13/26 - To Payment Date 03/26/26
10633 03/26/2026 $940.00 OTHER GROUP INSURANCE PAYABLE 58990 VISION SERVICE PLAN 10634 03/26/2026 $1,563.47 VEHICLE MAINTENANCE/EXPENSES 3333 A & A FLEET PAINTING INC 10635 03/26/2026 $3,363.97 CONTRACT SERVICES 4773 A&D SIGNS CORP 10636 03/26/2026 $9,390.00 CONTRACT SERVICES 38010 ADVANCED AVANT-GARDE CORPORATION 10637 03/26/2026 $6,992.44 MACHINERY & EQUIPMENTS 20350 ALLSTAR FIRE EQUIPMENT INC 10638 03/26/2026 $23,866.75 SUPPLIES 2586 AMAZON CAPITAL SERVICES INC 10639 03/26/2026 $70,276.24 CONTRACT SERVICES 3016 ANTARES GOLF LLC 10640 03/26/2026 $391,367.50 IMPROVEMENTS OTHER THAN BUILDING - PAVING THE WAY 2239 CEM CONSTRUCTION CORP 10641 03/26/2026 $4,014.71 SUPPLIES 10000 CLEAN SWEEP SUPPLY CO INC 10642 03/26/2026 $2,000.00 MACHINERY & EQUIPMENTS 72 COGRAN SYSTEMS LLC 10643 03/26/2026 $6,803.00 CONTRACT SERVICES 2624 CRAFCO INC 10644 03/26/2026 $4,723.84 OTHER GROUP INSURANCE PAYABLE 4110 DELTA DENTAL OF CALIFORNIA 10645 03/26/2026 $688.84 SUPPLIES 2059 HASA INC
10646 03/26/2026 $700.00 CONTRACT SERVICES 4774 CATHERIN PARRA HAYNES DBA FRANKLIN HAYNES MARIONETTES 10647 03/26/2026 $5,377.85 CONTRACT SERVICES 15070 LEXIPOL LLC 10648 03/26/2026 $5,440.00 CONTRACT SERVICES 16760 LIEBERT CASSIDY WHITMORE 10649 03/26/2026 $83,690.06 CONTRACT SERVICES 5133 LOS ANGELES CENTERS FOR ALCOHOL AND DRUG ABUSE 10650 03/26/2026 $2,800.00 CONTRACT SERVICES 1585 DR ANGELICA LOZA-GOMEZ MD PC 10651 03/26/2026 $872.50 CONTRACT SERVICES 26880 SEBASTIAN WATERWORKS INC 10652 03/26/2026 $1,485.72 SUPPLIES 56260 PRUDENTIAL OVERALL SUPPLY 10653 03/26/2026 $10,780.00 CONTRACT SERVICES 4984 RENATO ROJAS OCAMPO DBA THEBUSDOCTOR1 LLC 10654 03/26/2026 $398.85 TRAVEL & MEETINGS 3584 BRENDA RODRIGUEZ 10655 03/26/2026 $115.24 SUPPLIES 2686 THE SHERWIN-WILLIAMS CO 10656 03/26/2026 $115,341.67 IMPROVEMENTS OTHER THAN BUILDING - PAVING THE WAY 3908 SOUTHERN CALIFORNIA PRECISION CONCRETE, INC. 10657 03/26/2026 $1,049.51 SUPPLIES 31270 STARBOARD TACK SUPPLY INC 10658 03/26/2026 $20,833.33 MISCELLANEOUS EXPENSE 4761 TREND SPORTS II LLC 10659 03/26/2026 $8,531.24 FURNITURE & FIXTURES PURCHASES 45120 ULINE INC 10660 03/26/2026 $86.88 SUPPLIES 19070 WALTERS WHOLESALE ELECTRIC CO 10661 03/26/2026 $4,349.34 SUPPLIES 3088 WAXIE SANITARY SUPPLY 10662 03/26/2026 $200.00 CONTRACT SERVICES 328 WRITER ANNE COMMUNICATIONS ACH TOTAL $1,897,540.28
610437 03/19/2026 $11,690.50 MACHINERY & EQUIPMENTS 1720 PLANETBIDS, LLC 610438 03/19/2026 $2,099.00 ADVERTISING/PRINTING SERVICES 3492 DP TRADING 610439 03/19/2026 $28,245.87 CONTRACT SERVICES 4686 A.O. REED & CO LLC 610440 03/19/2026 $28,407.40 CONTRACT SERVICES 4776 ADMINSURE INC 4

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EXHIBIT A
WARRANT # DATE AMOUNT ACCOUNT DESCRIPTION VENDOR NAME
City of Montebello
Register of Demands No. 1609
From Payment Date 03/13/26 - To Payment Date 03/26/26
610441 03/19/2026 $394,596.75 IMPROVEMENTS OTHER THAN BUILDING 199 ALL AMERICAN ASPHALT 610442 03/19/2026 $40.00 CARPOOL INCENTIVE 5277 JAIME ALMEIDA-SOTOMAYOR 610443 03/19/2026 $0.00 UTILITY SERVICES 39550 AT&T
610444 03/19/2026 $10,510.05 UTILITY SERVICES 39550 AT&T 610445 03/19/2026 $42.74 UTILITY SERVICES 39550 AT&T
610446 03/19/2026 $2,486.95 SUPPLIES 4873 ATLAS COMMERCIAL PRODUCTS DBA EVENTSTABLE 610447 03/19/2026 $37.12 VEHICLE MAINTENANCE/EXPENSES 74990 AUTOZONE INC 610448 03/19/2026 $128,211.61 CONTRACT SERVICES 4831 BOWMAN CONSULTING GROUP LTD 610449 03/19/2026 $3,544.00 SUPPLIES 3121 C & O MFG
610450 03/19/2026 $230.21 UTILITY SERVICES 47580 CALIFORNIA WATER SERVICE COMPANY 610451 03/19/2026 $37,901.19 VEHICLE PURCHASES 5115 CART MART INC. 610452 03/19/2026 $7,000.00 CONTRACT SERVICES 4833 CENTER FOR TRANSPORTATION AND THE ENVIRONMENT INC 610453 03/19/2026 $4,037.35 SUPPLIES 5252 CENTURY, LLC
610454 03/19/2026 $21.19 UTILITY SERVICES 36610 CITY OF PICO RIVERA 610455 03/19/2026 $14,902.21 CONTRACT SERVICES 52710 CLEAN ENERGY FUELS 610456 03/19/2026 $5,375.00 CONTRACT SERVICES 4026 CODE CONSULTING GROUP, LLC 610457 03/19/2026 $108,073.59 VEHICLE MAINTENANCE/EXPENSES 69970 COMMLINE INC 610458 03/19/2026 $1,817.32 VEHICLE MAINTENANCE/EXPENSES 950 CUMMINS INC 610459 03/19/2026 $14,472.15 CONTRACT SERVICES 4846 CWE 610460 03/19/2026 $69,939.95 IMPROVEMENTS OTHER THAN BUILDING 5206 ELECNOR BELCO ELECTRIC, INC. 610461 03/19/2026 $5,442.13 MACHINERY & EQUIPMENTS 5345 EVERGREEN TRADE, INC. DBA CALIFORNIA MEDICAL EQUIPMENT 610462 03/19/2026 $27.14 MACHINERY & EQUIPMENTS 22400 FEDERAL EXPRESS CORPORATION 610463 03/19/2026 $168.60 EDUCATION REIMBURSEMENT 4447 YVETTE FERNANDEZ 610464 03/19/2026 $6,256.20 CONTRACT SERVICES 2827 FOUR STAR INVESTIGATIONS, LLC 610465 03/19/2026 $1,465.45 UNIFORM EXPENSE 55650 GALLS LLC 610466 03/19/2026 $2,944.37 VEHICLE MAINTENANCE/EXPENSES 33720 GILLIG LLC 610467 03/19/2026 $1,722.47 SUPPLIES 455 GOLDEN STATE FASTENERS & SUPPLY INC 610468 03/19/2026 $1,188.60 VEHICLE MAINTENANCE/EXPENSES 33460 GOODYEAR TIRE & RUBBER COMPANY 610469 03/19/2026 $359.63 TRAINING 3528 ESTEFANIA HERNANDEZ 610470 03/19/2026 $20.00 CARPOOL INCENTIVE 5008 LAURIE HERNANDEZ 610471 03/19/2026 $12.44 CONTRACT SERVICES 4933 HIRSCH PIPE & SUPPLY CO INC 610472 03/19/2026 $32,400.00 CONTRACT SERVICES 5289 INSIGHT STRATEGIES, INC. 610473 03/19/2026 $2,500.32 CONTRACT SERVICES 5199 INTANGLES USA INC 610474 03/19/2026 $1,789.00 CONTRACT SERVICES 5198 ION SECURITY & FIRE SYSTEMS INC. 610475 03/19/2026 $4,489.14 MACHINERY & EQUIPMENTS 993 IVA SOLUTIONS INC 610476 03/19/2026 $11,250.00 CONTRACT SERVICES 3302 JACOB GREEN & ASSOCIATES INC 610477 03/19/2026 $390.00 CONTRACT SERVICES 3572 JIM WARINO 5

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EXHIBIT A
WARRANT # DATE AMOUNT ACCOUNT DESCRIPTION VENDOR NAME
City of Montebello
Register of Demands No. 1609
From Payment Date 03/13/26 - To Payment Date 03/26/26
610478 03/19/2026 $750.00 CONTRACT SERVICES 2769 KATALINA BELTRAN 610479 03/19/2026 $12,028.00 IMPROVEMENTS OTHER THAN BUILDING 3716 KOA CORPORATION 610480 03/19/2026 $425.00 EDUCATION REIMBURSEMENT 5326 DIEGO LUCAS 610481 03/19/2026 $96.00 UTILITY SERVICES 1627 MARCOM COMMUNICATIONS SYSTEMS 610482 03/19/2026 $56,518.00 CONTRACT SERVICES 2144 MARIPOSA LANDSCAPES INC 610483 03/19/2026 $800.00 VEHICLE MAINTENANCE/EXPENSES 31790 MIGUEL ZAVALA DBA MZ AUTO GLASS 610484 03/19/2026 $990.82 TRAVEL & MEETINGS 790 CITY OF MONTEBELLO PETTY CASH 610485 03/19/2026 $310.00 GENERAL GOVERNMENT 1994 VIRGINIA MORENO 610486 03/19/2026 $5,754.47 VEHICLE MAINTENANCE/EXPENSES 2480 SOCAL AUTO & TRUCK PARTS INC 610487 03/19/2026 $6,398.75 CONTRACT SERVICES 5280 NATIONAL HOSE TESTING SPECIALTIES, INC. 610488 03/19/2026 $4,410.00 VEHICLE MAINTENANCE/EXPENSES 1625 NATIONWIDE TRANSIT SALES INC 610489 03/19/2026 $375.00 CONTRACT SERVICES 26370 NAVARROS TOWING SERVICE 610490 03/19/2026 $336.69 VEHICLE MAINTENANCE/EXPENSES 70510 CSK AUTO INC 610491 03/19/2026 $1,740.70 SUPPLIES 15620 OFFICE DEPOT INC 610492 03/19/2026 $559.00 TRAVEL & MEETINGS 5380 JOHN PAPADAKIS 610493 03/19/2026 $40.00 CARPOOL INCENTIVE 5274 BRIAN PEREZ 610494 03/19/2026 $20.00 CARPOOL INCENTIVE 5191 JILLIAN PICADO 610495 03/19/2026 $706.00 CONTRACTORS 5376 FERNANDO REYNA 610496 03/19/2026 $50.00 TRAINING 51460 RIO HONDO COMMUNITY COLLEGE 610497 03/19/2026 $900.00 CONTRACT SERVICES 3896 ROBERT J ORTIZ 610498 03/19/2026 $3,564.00 TRAINING 2459 OSAEL ROMERO
610499 03/19/2026 $8,469.47 VEHICLE MAINTENANCE/EXPENSES 3095 RUSH TRUCK CENTERS OF CALIFORNIA INC 610500 03/19/2026 $7,518.33 UTILITY SERVICES 14730 SAN GABRIEL VALLEY WATER CO 610501 03/19/2026 $1,079.01 CONTRACT SERVICES 5186 SECURE-A-DOOR 610502 03/19/2026 $1,757.57 VEHICLE MAINTENANCE/EXPENSES 54300 SHAK ENTERPRISES INC 610503 03/19/2026 $640.00 TRAVEL & MEETINGS 3456 JOHN SORIA 610504 03/19/2026 $5,755.71 UTILITY SERVICES 51430 SOUTH MONTEBELLO IRRIGATION DISTRICT 610505 03/19/2026 $12,364.92 UTILITY SERVICES 45630 SOUTHERN CALIFORNIA EDISON 610506 03/19/2026 $920.00 DUES & SUBSCRIPTIONS 4160 SOUTHERN CALIFORNIA MUNICIPAL ATHLETIC FED 610507 03/19/2026 $264.66 CONTRACT SERVICES 3762 SUPERIOR PROTECTION SERVICES CA INC 610508 03/19/2026 $750.00 CONTRACT SERVICES 9270 TANK SPECIALIST OF CALIFORNIA 610509 03/19/2026 $734.83 SUPPLIES 2573 TELEFLEX LLC
610510 03/19/2026 $3,815.49 VEHICLE MAINTENANCE/EXPENSES 60710 THE AFTERMARKET PARTS COMPANY LLC 610511 03/19/2026 $17,025.00 CONTRACT SERVICES 71210 STAR-DUST TOURS INC 610512 03/19/2026 $2,455.00 CONTRACT SERVICES 3206 THE COUNSELING TEAM INTERNATIONAL 610513 03/19/2026 $34,311.40 FUEL INVENTORY 4844 THE JANKOVICH COMPANY LLC 610514 03/19/2026 $40.00 CARPOOL INCENTIVE 4781 TAM TIEU 6

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EXHIBIT A
WARRANT # DATE AMOUNT ACCOUNT DESCRIPTION VENDOR NAME
City of Montebello
Register of Demands No. 1609
From Payment Date 03/13/26 - To Payment Date 03/26/26
610515 03/19/2026 $7,608.00 CONTRACT SERVICES 4356 TRUVIEW BSI, LLC 610516 03/19/2026 $2,232.00 CONTRACT SERVICES 5322 TURBO DATA SYSTEMS, INC. 610517 03/19/2026 $5,146.66 CONTRACT SERVICES 20070 UC REGENTS 610518 03/19/2026 $688.59 CONTRACT SERVICES 3042 UNITED RENTALS (NORTH AMERICA) INC 610519 03/19/2026 $47,528.79 CONTRACT SERVICES 3406 UNIVERSAL PROTECTION SERVICES LP DBA ALLIED UNIVERSAL 610520 03/19/2026 $3,737.28 UTILITY SERVICES 72570 US TELEPACIFIC CORP 610521 03/19/2026 $5,315.06 VEHICLE MAINTENANCE/EXPENSES 25860 WAYNE HARMEIER INC 610522 03/19/2026 $30.00 CARPOOL INCENTIVE 5038 JESSIE WOO 610523 03/19/2026 $161.00 CONTRACT SERVICES 3006 ASBURY ENVIRONMENTAL SERVICES 610524 03/19/2026 $2,311.63 UTILITY SERVICES 39550 AT&T 610525 03/19/2026 $63.52 UTILITY SERVICES 39550 AT&T
610526 03/26/2026 $225.00 CONTRACT SERVICES 1674 1st JON INC 610527 03/26/2026 $70.00 CONTRACTORS 5386 RAUL ALFARO
610528 03/26/2026 $450.00 CONTRACT SERVICES 2853 ALTERNATIVE FUEL SOLUTIONS 610529 03/26/2026 $2,267.68 UTILITY SERVICES 38380 AT&T 610530 03/26/2026 $10,260.10 UTILITY SERVICES 39550 AT&T 610531 03/26/2026 $61.60 UTILITY SERVICES 39550 AT&T
610532 03/26/2026 $4,051.74 UTILITY SERVICES 1732 AT&T CORP 610533 03/26/2026 $3,957.98 CONTRACT SERVICES 16710 ATKINSON ANDELSON LOYA RUUD & ROMO 610534 03/26/2026 $17,204.85 MACHINERY & EQUIPMENTS 5335 BAUER COMPRESSORS, INC. 610535 03/26/2026 $713.26 UTILITY SERVICES 47580 CALIFORNIA WATER SERVICE COMPANY 610536 03/26/2026 $773.76 SUPPLIES 409 CARAVAN CANOPY INTL INC 610537 03/26/2026 $131.85 UTILITY SERVICES 55830 CHARTER COMMUNICATIONS 610538 03/26/2026 $1,200.00 TRAVEL & MEETINGS 803 CITY OF CULVER CITY ATTN: NESTOR DUCREUX 610539 03/26/2026 $14,630.31 CONTRACT SERVICES 52710 CLEAN ENERGY FUELS 610540 03/26/2026 $4,002.60 CONTRACT SERVICES 4468 COLLICUTT ENERGY SERVICES INC 610541 03/26/2026 $6,150.00 CONTRACT SERVICES 3879 CRIME SCENE STERI-CLEAN LLC DBA DIGNIFIED BIO-CLEANING 610542 03/26/2026 $5,563.10 VEHICLE MAINTENANCE/EXPENSES 950 CUMMINS INC 610543 03/26/2026 $1,255.00 ADVERTISING/PRINTING SERVICES 1354 DAILY JOURNAL CORPORATION 610544 03/26/2026 $804.32 VEHICLE MAINTENANCE/EXPENSES 990 DANIELS TIRE SERVICE 610545 03/26/2026 $43,469.20 OTHER GROUP INSURANCE PAYABLE 4110 DELTA DENTAL OF CALIFORNIA 610546 03/26/2026 $200.00 CONTRACT SERVICES 2709 ERNEST PERALTA 610547 03/26/2026 $10,078.55 MACHINERY & EQUIPMENTS 1168 EVERBRIDGE INC 610548 03/26/2026 $24.97 MACHINERY & EQUIPMENTS 22400 FEDERAL EXPRESS CORPORATION 610549 03/26/2026 $2,172.00 CONTRACT SERVICES 5362 FIRST PLACE GLASS WINDOWS & DOORS DBA JOSHUA'S WINDOWS & DOORS 610550 03/26/2026 $127.08 CONTRACT SERVICES 5256 FLOWATER, INC. 610551 03/26/2026 $2,084.02 VEHICLE MAINTENANCE/EXPENSES 29160 FORD OF MONTEBELLO 7

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EXHIBIT A
WARRANT # DATE AMOUNT ACCOUNT DESCRIPTION VENDOR NAME
City of Montebello
Register of Demands No. 1609
From Payment Date 03/13/26 - To Payment Date 03/26/26
610552 03/26/2026 $7.53 MAIL/ POSTAL EXPENSE 3167 GENERAL LOGISTICS SYSTEMS US INC 610553 03/26/2026 $1,097.39 VEHICLE MAINTENANCE/EXPENSES 3914 GRAFIX SYSTEMS 610554 03/26/2026 $3,685.00 SUPPLIES 5379 GREAT WESTERN INSTALLATIONS, INC. 610555 03/26/2026 $74,732.00 BUILDING IMPROVEMENTS 4196 HERRERAS COATING RESTORACION INC 610556 03/26/2026 $7,243.75 VEHICLE MAINTENANCE/EXPENSES 5357 INNOVATIVE SIGNS & DESIGNS, LLC 610557 03/26/2026 $1,000.00 CONTRACT SERVICES 4198 KEEN LOS ANGELES 610558 03/26/2026 $840.00 CONTRACT SERVICES 5006 LILIANA FUENTES DBA HAPPY FACES & BALLOON ART 610559 03/26/2026 $1,894.37 CONTRACT SERVICES 4355 LM INVESTIGATIONS LLC 610560 03/26/2026 $108.00 SUPPLIES 9200 LOS ANGELES COUNTY ASSESSOR OFFICE 610561 03/26/2026 $8,531.46 CONTRACT SERVICES 4810 LA COUNTY DEPARTMENT OF PUBLIC WORKS 610562 03/26/2026 $3,627.50 DUE TO LA COUNTY 692 LOS ANGELES COUNTY SUPERIOR COURT 610563 03/26/2026 $1,505.83 CONTRACT SERVICES 5383 MANCINO DOOR & WINDOW, INC. 610564 03/26/2026 $884.00 CONTRACT SERVICES 3429 MIGUEL SALMERON 610565 03/26/2026 $1,120.04 SUPPLIES 66340 BENNELLI LLC 610566 03/26/2026 $23,722.85 CONTRACT SERVICES 1597 PACIFIC COAST ELEVATOR CORP DBA: AMTECH ELEVATOR SERVICES 610567 03/26/2026 $989.00 DUES & SUBSCRIPTIONS 5385 GUIFANG PAN 610568 03/26/2026 $102,965.70 CONTRACT SERVICES 5233 PlayCore Wisconsin, Inc. DBA GameTime 610569 03/26/2026 $4,550.00 CONTRACT SERVICES 4402 PREMIER WALL SYSTEMS INC 610570 03/26/2026 $790.00 GENERAL GOVERNMENT 5389 VIRGINIA RAMIREZ 610571 03/26/2026 $260.00 CONTRACT SERVICES 4952 DEBORAH LYNN RIVERA 610572 03/26/2026 $1,200.00 CONTRACT SERVICES 3896 ROBERT J ORTIZ 610573 03/26/2026 $812.00 DUES & SUBSCRIPTIONS 5384 ROYAL PAPER BOX CO. OF CALIFORNIA 610574 03/26/2026 $25.76 UTILITY SERVICES 14730 SAN GABRIEL VALLEY WATER CO 610575 03/26/2026 $376.30 TRAINING 5391 CINDY SAPIEN
610576 03/26/2026 $1,476.73 VEHICLE MAINTENANCE/EXPENSES 54300 SHAK ENTERPRISES INC 610577 03/26/2026 $1,900.00 CONTRACT SERVICES 4173 SHIELD PEST MANAGEMENT LLC 610578 03/26/2026 $37,000.00 MACHINERY & EQUIPMENTS 3583 SHOCKWAVE ELECTRIC INC 610579 03/26/2026 $11,662.37 UTILITY SERVICES 45630 SOUTHERN CALIFORNIA EDISON 610580 03/26/2026 $14,719.40 UTILITY SERVICES 40520 SOUTHERN CALIFORNIA GAS CO 610581 03/26/2026 $480.00 CONTRACT SERVICES 4925 SOUTHSTAR ENGINEERING & CONSULTING INC 610582 03/26/2026 $425.00 CONTRACT SERVICES 4520 STARBIANO LLC 610583 03/26/2026 $211.00 TRAINING 4788 YEN SY
610584 03/26/2026 $10,803.40 VEHICLE MAINTENANCE/EXPENSES 60710 THE AFTERMARKET PARTS COMPANY LLC 610585 03/26/2026 $9,294.91 FUEL 4844 THE JANKOVICH COMPANY LLC 610586 03/26/2026 $80,759.58 CONTRACT SERVICES 1639 TRANSTECH ENGINEERS INC 610587 03/26/2026 $20,766.19 CONTRACT SERVICES 3406 UNIVERSAL PROTECTION SERVICES LP DBA ALLIED UNIVERSAL 610588 03/26/2026 $6,800.00 MACHINERY & EQUIPMENTS 3931 VERITONE, INC. 8

Page 396 of 399 ends

EXHIBIT A
WARRANT # DATE AMOUNT ACCOUNT DESCRIPTION VENDOR NAME
City of Montebello
Register of Demands No. 1609
From Payment Date 03/13/26 - To Payment Date 03/26/26
610589 03/26/2026 $5,276.38 VEHICLE MAINTENANCE/EXPENSES 25860 WAYNE HARMEIER INC 610590 03/26/2026 $57,258.40 CONTRACT SERVICES 40860 WEST COAST ARBORISTS INC 610591 03/26/2026 $4,612.68 SUPPLIES 67320 WINZER
610592 03/26/2026 $16,488.71 ADVERTISING/PRINTING SERVICES 61850 X-IGENT PRINTING INC 610593 03/26/2026 $34,937.07 CONTRACT SERVICES 3731 YUNEX LLC 610594 03/26/2026 $4,730.00 TRAVEL & MEETINGS 5350 PEDRO PEREZ JR.

CHECK TOTAL $1,909,103.26
1545 03/19/2026 $2,255.00 CONTRACT SERVICES 15180 SCS FIELD SERVICES SUCCESSOR TOTAL $2,255.00
GRAND TOTAL $3,808,898.54
9

Page 397 of 399 ends

EXHIBIT

CITY OF MONTEBELLO FORECASTED AGENDA

NOTE: The attached exhibit is a draft version that is to be used for reference purposes only; agenda items, information, and dates are subject to change. The exhibit will be placed at the end of the Agenda Packet.

Page 398 of 399 ends

Item # Description Session Department Presenter
Citizen of the Month - Lorena Pizana Presentation Public Affairs David S.

Public hearing Pursuant to Government Code Section 3502.3 Concerning Vacancies and Recruitment and Retention
Center Public Hearing HR Ramon F.

Approve Amendment No. 1 to Agreement No. 4282 with
Townsend Public Affairs Inc. to Modify the Compensation Structure for Grant Writing Services Consent Admin Angelica P.

Approve Modifications to the Table of Organization to
implement a Reorganization of the Public Safety
Administrative Staffing Structure within the Fire and Police Departments Consent Admin Angelica P.

Second Reading of Ordinance No. 2487, 2488, 2489, and
2490 Amending Provisions of Title 17 (Zoning) of the City of Montebello Municipal Code, Related to Mixed-Use
Development Standards, Objective Design Standards for
Residential and Mixed-Use Development Standards, and Site Plan Review Standards Consent Planning Joe P.

Minutes Consent. Admin Angelica P.

Reso No. ___ Warrant Register Consent. Finance Michael S.

City Council Forecasted Agenda Calendar - April
April 22, 2026 - Regular City Council Meeting
Updated

Page 399 of 399 ends

Montebello City CouncilApril 8, 2026

Montebello City Council
April 8, 2026