Agenda packet — Hollister City Council, April 18, 2022 (part 2 of 2)

G9.10 PROGRESS ESTIMATES AND INVOICES FOR WORK COMPLETED. Once each month, at a time, place and location mutually agreeable, the Contractor and Engineer shall meet to discuss the amount of work completed satisfactorily during the work period since the last invoice for partial payment was prepared. The first such estimate will be of the value of the work done after the Contractor commenced the performance of the contract, and every subsequent estimate, except the F.3.a
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final estimate, will be of the value of the work done after that included in the last preceding estimate.

Such estimates need not be based on strict measurements, but may be approximate only, and will be in due proportion to the whole amount of money, including payments previously made, that will have become due according to the contract when all work required under the contract shall have been completed. A draft invoice for work completed shall be prepared by the Contractor or Engineer as determined by the Engineer; the Engineer's judgment will be final if disputes occur regarding the amount of work completed or its value. Following the meeting, the Cont ractor shall formally submit the invoice for work completed in a form acceptable to the Engineer. The invoice will certify, and be supported by evidence if required by the Engineer, that the work invoiced has been done and that the materials listed have been incorporated into the work. The invoice may include the amount and value of such acceptable material as has been furnished and incorporated into the work. No payment or allowance shall be made for equipment or materials stored within the general work area or elsewhere but not yet satisfactorily incorporated in the work except as may be provided in the Special Provisions.

G9.11 RETENTION. In addition to amounts, if any, withheld pursuant to any other provision of these General Conditions, including the City's right to withhold for the estimated or actual costs of correcting defective work and amounts claimed by the City as liquidated damages or other offsets, the City will retain an amount equal to 5 percent of the estimated value of the work done as part security for the fulfillment of the Contract by the Contractor. Any time after 50 percent of the work has been completed, if the Engineer finds that satisfactory progress is being made, the City may (but need not) reduce the amount being retained from progress payments to any amount less than 5 percent of the value of the estimated value of said work and materials.

In addition, when the Engineer determines that the contract is 95 percent complete, the City may release a portion of total retention amount withheld, and continue to retain such lesser amount as the City determines is adequate security for the fulfillment of the balance of the work and other requirements of the contract, but in no event will said amount be reduced to less than 125 percent of the estimated value of the work yet to be completed as determined by the Engineer. In agreeing to any of the above referenced revised method(s) of progress paym ents, the City reserves the right to return to the original method of progress payments in the amount of 90 percent of work completed, if at any time, the Engineer finds that either the Contractor is not making satisfactory progress or there is a specific cause for greater withholding.

G9.12 PARTIAL PAYMENTS. Upon receipt of a progress payment invoice the Engineer/City will review it as soon as practicable for the purpose of determining whether or not it is proper in both form and content. If a progress payment invoice is determined not to be proper, such as not including schedule information or failure to submit a proper and adequate schedule as set forth in Section G8.05, it shall be returned to the Contractor as soon as practicable but in any event within seven (7) days after receipt together with a written statement why it is not proper. The City will make progress payments within thirty (30) days after receipt of an undisputed and properly submitted progress payment invoice. Attention is directed to Section 20104.50 of the Public Contract Code. No such payment will be made when, in the judgment of the Engineer, (a) the work is not proceeding in accordance with the provisions of the Contract; (b) the Contractor is not complying with the requirements of the Contract; or (c) when the total value of the work done as shown on the invoice does not exceed Three Hundred Dollars ($300.00).

No such invoice or payment will be construed to be an acceptance of any work or materials. Before any progress payment or the final payment is made, the Contractor may be required to submit satisfactory evidence that he is not delinquent in payments to its employees, subcontractors, suppliers or other creditors for labor and materials incorporated into the W ork.

Pursuant to Public Contract Code Section 20104.50, if the City fails to make a progress payment in a timely manner, it shall pay interest to the Contractor at the legal rate set forth in Section 685.010(a) of the California Code of Civil Procedure.

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G9.13 PAYMENT OF WITHHELD FUNDS. Pursuant to Public Contract Code Section 22300, the Contractor may request to deposit securities in escrow equivalent to the amount of funds withheld from progress payments by the City as described in Section G9.11, with the City or a bank acceptable to the City as a substitution for funds withheld by the City. Alternatively, the Contractor may request to have the City make payment of the funds withheld from progress payments as described in Section G9.11 directly to an escrow agent and direct the investment of such funds into securities. The Contractor shall be the beneficial owner of any securities and shall receive interest thereon. Upon the satisfactory completion of the contract, the Contractor shall receive all securities, interest and payments. The Contractor may make this request only upon the following conditions.

a. the request to substitute securities or to have payments made directly to an escrow agent shall be at the sole expense of the Contractor;

b. securities eligible for investment shall include securities pursuant to California Government Code section 16430, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letter of credit, or any other security mutually agreed upon by the City and Contractor;

c. the Contractor shall enter into an escrow agreement, which shall be substantially similar to the agreement form provided in Public Contract Code Section 22300;

d. the Contractor shall obtain the written consent of the surety to such agreement; and

e. the Contractor who elects or receive interest on funds withheld by the City shall, at the request of any subcontractor performing more than five percent (5%) of the Contractor's total bid, make the option available to the subcontractor to receive interest on any funds withheld in retention by the Contractor from the subcontractor. The subcontractor shall receive interest in accordance with Public Contract Code section 22300(d)(1). Alternatively, the Contractor who elects to substitute securities in lieu of retention by the City, shall by mutual consent between the Contractor and subcontractor allow any subcontractor performing more than five percent (5%) of the Contractor's total bid to substitute securities in lieu of funds withheld by the Contractor.

G9.14 PROMPT PAYMENT TO CONTRACTOR. The City will make progress payments within thirty (30) days after receipt of an undisputed and properly submitted progress payment invoice pursuant to Section 20104.50 of the Public Contract Code. No such payment will be made when, in the judgment of the Engineer, (a) the work is not proceeding in accordance with the provisions of the Contract; (b) the Contractor is not complying with the requirements of the Contract; or (c) when the total value of the work done as shown on the invoice does not exceed Three Hundred Dollars ($300.00). No such invoice or payment will be construed to be an acceptance of any work or materials. Before any progress payment or the final payment is made, the Contractor may be required to submit satisfactory evidence that he is not delinquent in payments to its employees, subcontractors, suppliers or other creditors for labor and materials incorporated into the work.

G9.15 FINAL PAYMENT. After the work has been accepted by the City, as provided in Section G7.26, "Acceptance of the Work," payment will be made to the Contractor in accordance with the provisions of this Section. Upon acceptance, the City will record a Notice of Completion covering the project.

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Within thirty-five (35) days after acceptance by the City, the Contractor shall prepare and submit a proposed final invoice in writing, prepared in a form acceptable to the Engineer. The proposed final invoice will show the proposed total amount of compensation payable to the Contractor, including an itemization of that amount segregated as to Contract item quantities, extra work and other bases for payment. The proposed final invoice will also show all deductions made or to be made for prior payments and amounts to be kept or retained under the Contract.

The Contractor shall also submit, at the same time as the proposed final invoice is submitted, a statement of all claims he has arising under or by virtue of the Contract, or a statement that he does not intend to file any such claims. All claims shall be submitted as specified herein. No claim for which a notice of potential claim or protest is required under Section G9.05, "Notice of Potential Claim," Section G4.09, "Protest Procedure," or Section G8.11, "Delays and Extension of Time," will be considered unless the Contractor has fully complied with the notice or protest requirements in said sections and the resolution process set out to Section G9.07.

Claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims.

The Engineer will review the proposed final invoice and claims and will submit its recommendation to the City as to the final estimate of the amount due the Contractor and the disposition of all claims. All prior invoices and payments are subject to correction in connection with review of the proposed final invoice.

The City will submit any changes or corrections to the proposed final invoice to the Contractor for its consideration. Within ten (10) days thereafter, the Contractor shall submit a final invoice, in a form acceptable to the Engineer, incorporating any changes or corrections made by the City, together with any additional claims resulting therefrom. Upon approval by the City, this will become the approved final invoice. The Contractor shall submit with the final invoice, certificates of any insurance required to be maintained after acceptance of the work.

If the Contractor files no claims within thirty (30) days after acceptance of the work by the City, and agreement is reached on all questions regarding the final invoice, the City will pay the entire sum found due upon the final invoice, except that the City will withhold sums sufficient to pay all unsettled claims for which stop payment notices have been filed pursuant to Section 9000, et seq., of the California Civil Code, together with the costs of administering such claims.

If the Contractor does file claims within thirty (30) days after acceptance of the work by the City, then upon final determination of all the Contractor’s claims, the City will pay the entire sum found due upon the final invoice, including the amount, if any, allowed on claims, except that the City will withhold sums sufficient to pay all unsettled claims and any amounts for which stop payment notices have been filed pursuant to Section 9000, et seq., of the California Civil Code, together with the costs of administering such claims.

Before final payment can be made, the Contractor shall furnish the Engineer with the following:

(a) All drawings, catalogues, instruction sheets and information as required by the Contract;

(b) One signed copy of the Release as discussed below in this Section and on a form furnished by the City; and

Final payment will be made within thirty (30) days after receipt of an approved final invoice and other required submittals referenced above and determination of all Contractor's claims, or sixty (60) days F.3.a
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after acceptance of the work by the City, whichever is later, provided, however, that if a final invoice has not been submitted and approved within sixty (60) days after acceptance of the work by the City, the City may elect to make payment of sums not in dispute without prejudice to the right of either the City or the Contractor in connection with any disputed sums.

The acceptance by the Contractor of final payment shall constitute a waiver and release of all claims by the Contractor against the City related to the work, except for claims previously made in writing and identified as unsettled by the Contractor at the time of submission of the final invoice. The making of final payment, however, shall not operate to release the Contractor or its sureties from obligations arising under this Contract, the Contract bonds and warranties as herein provided. Specifically, the making of final payment shall not constitute a waiver and release of claims by the City arising from (a) unsettled or future liens, (b) failure of the work to comply with the requirements of the Contract Documents, (c) the terms of any warranties required by or contained in the Contract Documents, (d) the right to any insurance proceeds or the right to make any insurance or bond claims, (e) any claims with respect to Contractor's obligation of indemnity provided for in the Contract Documents, or (f) any latent defects or fraud.

END OF GENERAL CONDITIONS
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THIS PAGE INTENTIONALLY

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EXHIBIT 9
Special Provisions
and/or
Technical Specifications

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DIVISION I - SPECIAL PROVISIONS
01010 PROJECT DESCRIPTION
The project will reconstruct Sally Street between Nash Road and Hawkins Street in the City of Hollister. The project also includes replacement of the water main within Sally Street and each intersection within the project. The project will reconstruct the street and curb ramps. New roadway improvements will be conformed to private driveways. 01011 SUMMARY OF WORK
Pavement reconstruction, sewer main replacement, storm drain improvements, con struction of concrete driveways, and pavement conforms.
01012 EQUIPMENT TO BE PROVIDED TO OWNER
(Not Used)
01013 WORK BY OTHERS
Others working on associated facilities and probably interfacing with the Contractor at some time during the execution of the work include:

1. City of Hollister Management Services Department Streets Division

2. City of Hollister Management Services Department Utilities Division

The Contractor shall cooperate to complete the necessary Work at a minimum cost and time delay for all involved. In the event of lack of agreement, the City will determine how and where the interface shall be made and his decision shall be final.
01014 DEFINITIONS

City: City of Hollister

Owner: City of Hollister

Engineer or
Design Consultant: Kimley-Horn and Associates, Inc.

Contractor: The individual, partnership, corporation, joint venture, or other legal entity having a contract with the City to perform the work.

Construction Manager: City of Hollister

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01015 WORK INVOLVING EXISTING SYSTEM

Operation of the existing water system shall not be jeopardized or materially reduced in efficiency as a result of the execution of Work. The Contractor will have to maintain existing services during construction at all times.

The Contractor must not plan work schedules until a written schedule has been approved, and work is fully coordinated with the City's operations. 01016 COORDINATION OF WORK

The Contractor shall maintain overall coordination for the execution of the Work pertaining to this project. Based on the Construction Schedule prepared in accordance with these Specifications, the Contractor shall obtain from each of his subcontractors a similar schedule which shall be integrated into the construction schedule. The Contractor shall then be responsible for all parties maintaining these schedules for coordinating required modifications. 01017 WORK SEQUENCE AND CONSTRAINTS

A. Within ten (10) working days upon receiving the completed (signed) Contract, the Contractor shall initiate the submittal and review process for all materials and equipment to be used on the project.

B. The City will issue the Notice to Proceed no later than twenty-eight (28) calendar days from the award of contract. The counting of working days will commence with the Notice to Proceed.

C. Within ten (10) working days, or at the pre-construction conference, whichever occurs first, the Contractor shall prepare a Work Plan for review and approval by the City and Engineer. The Work Plan shall describe all elements of the Work in sufficient detail to allow City and Engineer to evaluate the progression of planned activities at the Site.

D. Within sixty (60) working days after the Notice-to-Proceed has been issued, the project shall be completed. Liquidated damages accrue starting on the 1st day after the expiration of working days. Liquidated damages will be assessed using the Liquidated Damages table in Section 8-1.10A of the Caltrans Standard Specifications.

E. The Contractor shall be aware that there may be change orders involved with this Work. The Engineer has made every attempt possible to determine the extent and location of all existing facilities within the project area. However, F.3.a
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the inexact nature of existing knowledge and unavailable as-built plans may require the issuing of change orders to reflect changed conditions.

01020 CONSTRUCTION STAKES, LINES AND GRADES

The Work shall be executed in accordance with the lines and grades indicated in the Contract Documents. Distances and measurements, except elevations and structural dimensions, shall be made on horizontal planes. Contractor shall verify elevations and locations of structures a minimum of 72 hours prior to construction. Contractor shall notify the engineer of record if any field conditions are different than what is noted on the Contract Documents.

The City will not provide construction staking. The Contractor shall layout the striping based on the lines and dimensions provided in the plans. 01021 SITE WORK

Principal control points, including establishment of temporary bench mark, will be identified by the Contractor and shall be protected from disturbance. If the points are disturbed, any work that is governed by these monuments shall be held in abeyance until the points are re-established by the Contractor. The accuracy of all the Contractor's stakes, alignments, and grades is the responsibility of the Contractor. However, the City has the discretionary right to check the Contractor's stakes, alignments and grades at any time. Where such discretion is to be exercised by the City, he will notify the Contractor of his intention, stating the time at which the checking will commence. Any part of the work in progress, the results of which are predicated directly upon the Contractor's stakes, alignments, or grades to be checked, shall be held in abeyance until the City has notified the Contractor that the checking has been completed. The Contractor shall establish such control and reference points for line and grade as he may need and as will be required to properly lay out the Work.
01022 PARTIAL ACCEPTANCE OF WORK

After completion of certain portions of the Work, including all testing and other preparation necessary for operation of such portions by the City as herein specified, but prior to final completion of the Work, provisions may be made for partial acceptance in writing by the City for such portions only. The portions of the Work to be included for partial acceptance prior to final project completion will be noted at the preconstruction conference in accordance with Contractor's schedule, or by written notice to the Contractor at the earliest possible time.

The guarantee period for such portions of the Work shall commence with the date of their acceptance for use by the City. However, full payment for such portions F.3.a
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will not be made until final acceptance of the total Work.

Acceptance of any portion of the Work prior to acceptance of the whole shall not be construed as absolving the Contractor of responsibility for any item of construction or incidental work included in the Contract. Prior to such occupancy or use, the City will enter into a written agreement with the Contractor delineating the portions of the Work released to the City for occupancy or use and indicating what if any, work remains to be done within the occupied or released area. If such prior use increases the cost of or delays the Work, the Contractor shall be entitled to such extra compensation, or extension of time, or both, as may be determined by the City after consideration of recommendations by the City.

Should any portion of the Work in use be damaged thereby, the City shall bear the expense for repairing such damage. However, if the portion being so used should reveal deficiencies of materials or workmanship, it shall be the Contractor's responsibility to replace the defective construction.
01023 PARTIAL AND FINAL PAYMENT
Attention is directed to Subsection 9-3.2 PARTIAL AND FINAL PAYMENT of the standard specifications. Modify paragraph three to read:

From each progress payment, 5% will be deducted and retained by the agency.

The City will withhold 5% of the total Contract amount until acceptance of the performance of the Contract by the City Council.
01210 PRECONSTRUCTION CONFERENCE

Upon receipt of the completed (signed) Contract, the Contractor will arrange a meeting to be attended by the Contractor, City, Engineer, or their respective representatives, and others involved in the execution of the work.

The purpose of this conference shall be to establish a working understanding between the parties and to discuss the Construction Schedule, shop drawing submittals and processing, applications for payments and their processing, and such other subjects as may be pertinent for the execution of the Work. 01220 PROGRESS MEETINGS

The Contractor shall arrange and conduct progress meetings. These meetings shall be conducted at least once every week and shall be attended by the Contractor's superintendent and representatives of all subcontractors, utilities, and others that are active in the execution of the Work. The purpose of these meetings shall be to expedite the work of any subcontractor or other organization that is not up to schedule, resolve conflicts, and in general coordinate and F.3.a
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expedite the execution of the Work.

The agenda of progress meetings, provided by the Construction Manager, shall include review of progress and schedule, review payment request at monthly intervals, review of narrative report by the Contractor, review of the latest Construction Schedule update, and review of the record documents if necessary. 01221 SCHEDULE REVIEW

The Work and the Construction Schedule as identified in Section 6 of the standard specifications shall be reviewed to verify:

A. Start and finish dates of activities falling within Contract time.

B. Durations and progress of all activities are reasonable.

C. A two week minimum, 4 week maximum look ahead schedule shall be submitted and updated on a weekly basis by the contractor. 01222 REVISIONS TO CONSTRUCTION SCHEDULE
The Contractor shall submit a revised Construction Schedule within five days of the occurrence of any of the following:

A. When delay in completion of any activity or group of activities indicates an overrun of the Contract time or control point requirement, by 5 working days or ten percent (10 percent) of the remaining duration, whichever is less.

B. Delays in submittals, deliveries or work stoppages are encountered which make replanning or rescheduling of the work necessary.

C. The Schedule does not represent the actual prosecution and progress of the project as being performed in the field.

Acceptance of the revised Construction Schedule and all supporting data is contingent upon compliance with other related requirements specified before in this DIVISION I and any other previous agreements or requirements with or by the City.
01300 SUBMITTALS - SHOP DRAWINGS

In ample time for each to serve its purpose and function, the Contractor shall submit to the City for approval all schedules, reports, drawings, lists, literature samples, instructions, directions, guarantees, shop drawings, layout diagrams, catalog data, and test reports for all materials and equipment to be used for F.3.a
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completion of the work. All information to be provided in sufficient detail to show complete compliance with all specified requirements of the Contract Documents covering, but not limited to, 01310 Materials and Equipment List.

The Contractor, at his own expense, shall make such changes in the required drawings as may be necessary to conform to the Contract Documents. After completion of such checking, verification, and revising, the Contractor shall stamp and sign the drawings indicating his approval and submit the shop drawings and pertinent data to the City for review. Prior to the City's review of such drawings, any work which the contractor may do on the fabrications covered by the same shall be at his own risk as the City will not be responsible for any expense or delays incurred by the Contractor for changes to make the same conform to the Contract Documents.

Shop drawings and data shall be submitted to the City in such number of copies as will allow him to retain two (2) copies of each submittal; alternatively, Contractor may submit electronic PDF copies of such submittals in lieu of hard copies. The submittal shall clearly indicate the specific area of the Contract Documents for which the submittal is made. The additional copies received by him will be returned to the Contractor's representative at the job site. The City's notations of the action that he has taken will be noted on the returned copies.

The above drawings, lists, prints, samples, and other data shall become a part of the Contract Documents, and a copy of the same shall be kept with the job site Contract Documents, and the fabrications furnished shall be in conformance with the same. However, the City's review of the above drawings, lists, prints, specifications, samples or other data shall in no way release the Contractor from his responsibility for the proper fulfillment of the requirements of this Contract nor for fulfilling the purpose of the installation nor from his liability to replace the same, should it prove defective or fail to meet the specified requirements.

01310 MATERIALS AND EQUIPMENT LIST
Submittal Name Specification Section
Work Plan 01017
Work Schedule 02110
Class II Aggregate Base City of Hollister Std Specs Section 200 Pipe City of Hollister Std Specs Section 207
Concrete City of Hollister Std Specs Section 303
Asphalt Concrete City of Hollister Std Specs Section 203 8” Double Ball Flex-Tend Expansion Joint 03500
Inlet Grate City of Hollister Std Detail D-3-1

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01320 QUALITY CONTROL

All materials and equipment shall be new and of the specified quality and equal to the samples found to be acceptable by the City, if samples have been submitted.

The Work shall be done and completed in a thorough, workmanlike manner, notwithstanding any omission in the Contract Documents; and it shall be the duty of the Contractor to call the City's attention, apparent errors or omissions and request instructions before proceeding with the Work. The City may, by appropriate instructions, correct errors an d supply omissions, which instructions shall be as binding upon the Contractor as though contained in the original Contract Documents.
01321 SAMPLING

The Contractor shall furnish such samples of materials as are requested by the City, without charge. No material shall be used until the City has had the opportunity to test or examine such materials. Samples will be secured and tested whenever necessary to determine the quality of the material. Samples and test specimens prepared at the job site, such as concrete test cylinders, shall be taken or prepared by the City in the presence and with the assistance of the Contractor. 01322 INSPECTION

Materials, equipment, and workmanship shall be subject to the inspection of, and rejection by, the City or City’s designated Inspector, if not in conformance with the Contract Documents. Defective materials, equipment, or Work shall be removed from the premises by the Contractor, whether in place or not, and shall be replaced with new and acceptable materials, equipme nt, or work. Repair of defective materials, equipment, or work shall be subject to the City's acceptance.

On all questions concerning the acceptability of materials or equipment, classification of materials, or equipment, execution of the Work, and the determination of costs, the decision of the City shall be final and binding upon all parties.

The Contractor shall at all times maintain proper facilities and provide safe access to all parts of the Work, to the shops wherein the Work is in preparation, an d to all warehouses and storage yards wherein materials and equipment are stored, for purposes of inspection by the City. Should any Work be covered up before the City has had the opportunity to observe such work, it shall, if required by the City, be uncovered for examination at the Contractor's expense.

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01400 TEMPORARY FACILITIES

The Contractor shall provide all temporary facilities and utilities required for prosecution of the work, protection of employees and the public, protection of the work from damage by fire, weather or vandalism, protection dust emissions, protection from contaminated stormwater runoff from the Work site, and such other facilities as may be specified or required by any legally applicable law, ordinance, rule, regulation, or permit.
01401 ELECTRICAL SERVICE

The Contractor shall be responsible for obtaining adequate temporary electrical service, if required. The Contractor shall then provide adequate job site distribution facilities conforming to applicable codes and safety regulations.

Contractor shall comply with work day and work hour restrictions stipulated in the City Standard Specifications and Special Provisions contained herein. 01402 TEMPORARY LIGHTING

The Contractor shall provide temporary lighting in all work areas s ufficient to maintain a lighting level during working hours not less than the lighting level required by OSHA standards.
01403 HEATING AND VENTILATION (NOT USED)

The Contractor shall provide means for heating and ventilating all work areas as may be required to protect the Work from damage caused by freezing, high temperatures, and other weather conditions. The Contractor shall provide a safe environment for workers.

Unvented direct fired heaters shall not be used in areas where freshly placed concrete will be exposed to combustible gases until at least two hours after the concrete has attained its initial set.
01404 WATER

The City can provide construction water for a fee. Contractor shall make all arrangements for a construction water meter with the City Management Services Utilities Division and the City Administrative Services Finance Department. A reduced pressure principle backflow preventer assembly (Febco 825Y or approved equal) must be provided/installed by the Contractor with any temporary pipi ng, hoses, etc. Construction water may not be used for human consumption.

Contractor to provide potable water that shall be kept free from contamination F.3.a
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and shall conform to the requirements of the State and local authorities for potable water.

01405 SANITARY CONVENIENCES

The Contractor shall provide a suitable and adequate chemical toilet at the site of the work.
01414 WARNING DEVICES AND BARRICADES

The Contractor shall adequately identify and guard all hazardous areas and conditions by visual warning devices and, where necessary, physical barriers. Such devices shall, as a minimum, conform to the requirements of OSHA. A Traffic Control Plan is required to be submitted for review and approval by the City. 01415 HAZARDS IN PROTECTED AREAS

Excavation on the project site from which the public is excluded shall be marked or guarded in a manner appropriate for the hazard.
01416 PROTECTION OF EXISTING ITEMS

The Contractor shall protect all existing structures, and other items on the project site that are to be preserved, by substantial barricades or other devices commensurate with the hazard, from injury or destruction by vehicles, equipment, workmen, or other agents.
01417 PROJECT SECURITY

The Contractor shall provide means necessary to protect equipment and project site against fire, theft, and vandalism, and for the protection of the public against exposure to injury. Contractor to identify a location for a yard to store equipment and material.
01418 FIRE EXTINGUISHERS

Sufficient number of fire extinguishers of the type and capacity required to protect the Work and ancillary facilities, shall be provided in readily accessible locations. 01419 DUST CONTROL

Adequate steps, procedures, or means as are required to prevent abnormal dust conditions being caused by his operations in connection with the execution of the F.3.a
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Work. Control shall be by sprinkling, use of dust palliatives, tarps, modification of operations, or any other means acceptable to agencies having jurisdiction. Dust control is to be maintained at all times throughout the project including weekends, evenings, holidays, or those times when there is no work in progress. 01420 SPECIAL CONTROLS

The Contractor shall take all reasonable means to minimize inconvenience and injury to the public, or other agencies under his control. The Contractor shall limit his work and staging area to the minimum necessary and minimize disruption of any adjacent commercial, retail, recreational or residential facilities. 01422 ODOR CONTROL

The Contractor shall take whatever steps, procedures, or means as are required to prevent abnormal odors being caused by his operations. 01423 DRAINAGE CONTROL

In prosecuting the Work, care shall be taken to not disturb the pre-existing drainage pattern. Particular care shall be taken to direct and contain drainage water on City property, and collect and properly dispose of such water as part of the Work. Storm Water Management Plan is required as part of the Work Plan to be submitted to the Engineer for review and approval.

01424 EROSION CONTROL

Erosion control measures for wind, water, material stockpiles, and tracking shall be implemented at all times by the contractor and shall include source control, including protection of stockpiles, protection of slopes, protection of all disturbed areas, protection of accesses, and perimeter containment measures. Erosion control shall be placed prior to the commencement of work based upon location, site characteristics or time of year. The intent of erosion control measures shall be to keep all generated sediments from entering a swale, drainage way, watercourse, atmosphere, or migrate onto adjacent properties or onto the public right-of-way.
01502 CONTRACTOR'S CONTINUING OBLIGATION

Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. Neither recommendation of any progress or final payment by CITY, nor the issuance of a Notice of Completion, nor any payment by CITY TO CONTRACTOR under the Contract Documents, nor any use or F.3.a
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occupancy of the Work or any part thereof by CITY, nor any act of acceptance by CITY nor any failure to do so, nor any review and approval of a Shop Drawing or sample submission, nor the issuance of a notice of acceptability by CITY, nor any correction of defective Work by CITY will constitute an acceptance or Work not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents. 01503 CONTACT PERSONS FOR OUTSIDE AGENCIES

The following agencies shall be contacted as specified in SECTION 5-UTILITIES of the City of Hollister Standard Specifications.

CITY OF HOLLISTER DEPT CONTACT PERSON PHONE

Utilities Division Henry Gonzales (831) 636-4377
Operations & Maintenance Division Derrick Speights (831) 636-4370 Engineering Division Cristian Builes (831) 636-4340

01504 PROJECT CLOSEOUT

It is the intent of these Contract Documents that the Contractor shall deliver a complete and operable facility capable of performing its intended functions and ready for use.
01505 CLEANING

Throughout the period of construction the Contractor shall keep the Work site free and clean of all rubbish and debris, and shall promptly remove from the site, or from property adjacent to the site of the Work, all unused and rejected materials, surplus earth, concrete, and debris, excepting select material which may be required for refilling or grading.
01506 FINAL SITE CLEAN-UP

Upon completion of the Work, and prior to final acceptance, the Contractor shall remove from the vicinity of the Work all plant, surplus material, and equipment belonging to him or used under his direction during construction. 01507 WASTE DISPOSAL

The Contractor shall dispose of surplus materials, waste products, and debris and shall make necessary arrangements for such disposal.

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01510 PROJECT RECORD DOCUMENTS

The Contractor shall maintain at the site, available to the City and Engineer, one copy of the Contract Documents, Drawings, Shop Drawings, Change Orders, and other modifications in good order and marked (red line) to record all changes made during construction (as-built drawings). These documents shall be delivered to the City upon completion of the Work prior to the release of final progress payment (not retention).

During the progress meetings, such record documents shall be reviewed to ascertain that all changes have been recorded.
01520 TOUCH-UP AND REPAIR

The Contractor shall touch up or repair finished surfaces on structures, or installations that have been damaged prior to final acceptance. Surfaces on which such touch up or repair cannot be successfully accomplished shall be completely refinished or in the case of hardware and similar small items, the item shall be replaced.
01530 REUSE OF DOCUMENTS

Neither CONTRACTOR nor any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with CITY shall have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER; and they shall not reuse any of them on extensions of the Project or any other project without written consent of CITY and ENGINEER and specific written verification or adaptation by ENGINEER.

**END OF SECTION DIVISION I**

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DIVISION 2 – TECHNICAL SPECIFICATIONS

02100 MOBILIZATION/DEMBOBILIZATION

A. Description. The Contractor shall provide labor, materials and equipment to prepare the site for the timely start and efficient completion of all work. The contractor is responsible for obtaining suitable storage and equipment area for use during the Sally Street Calming Project. Coordinate suitable location on the Project Site with City staff. The storage yard shall be cleaned and restored to the condition prior to its use. All costs associated with this storage yard including setup, maintenance, dust control and restoration is the responsibility of the Contractor.

Contractor shall commence no later than 10 working days after issuance of Notice to Proceed. Contractor should anticipate working in wet weather months. No additional payment will be allowed for mobilization/demobilization beyond the initial bid item. This includes obtaining any necessary licenses and permits, providing required submittals, public notices, project schedule, material certificates, and attending pre-construction and progress meetings.

Demobilization work includes site cleanup, removing of equipment, personnel, temporary facilities, preparation of record drawings, and other construction resources at job completion.

B. Measurement and Payment: Measurement and payment for this item shall be as specified in the Items of Construction, Mobilization/Demobilization.

**END OF SECTION 02100**

02110 SCHEDULING

A. Description: The Contractor shall submit a complete, tentative project schedule at the time of the pre- construction meeting. A minimum of five (5) working days prior to beginning work, the Contractor shall submit to the City Engineer for approval a detailed written schedule of work. Following approval, the Contractor shall adhere diligently to the approved written schedule in the prosecution of the work.

B. Measurement and Payment: Measurement and payment for this item shall be as specified in the Items of Construction, Mobilization/Demobilization.

**END OF SECTION 02110**

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02120 SURVEYING AND CONSTRUCION STAKING
A. Description. The Contractor shall provide all surveying and construction staking necessary to construct the improvements as shown on the plans, specified herein and as directed by the Engineer.

The Engineer shall approve all staking layouts prior to construction of any improvement that requires staking.

B. Measurement and Payment: Payment for Surveying and Construction Staking is included in the various bid items and will not be considered for separate or additional payment.

**END OF SECTION 02120**

02200 TRAFFIC CONTROL SPECIFICATION
Public Convenience and Safety (Traffic Control) –
Public convenience and safety shall be according to Section 7-10 of the Standard Specifications for Public Works construction and regional supplement amendments.

The contractor shall submit traffic control plans for work to be done two weeks before starting of work, for the City engineer's approval. The contractor shall comply with the traffic control plans. Traffic control shall conform to California MUTCD, latest edition.

The contractor shall be fully responsible for the adequacy of any traffic plan used. Contractor shall notify the City at least two (2) working days before starting any construction detour.

A separate traffic control plan for any work on arterial and collector streets shall be submitted for approval prior to the start of any work on these streets. The contractor shall also submit separate traffic control plans for work within any major intersections, state rights -of-way, areas where schools are present and other congested areas. The traffic control plan shall include phasing, existing striping, and temporary striping during construction, and finished permanent striping.

All traffic control plans shall be prepared and signed by a licensed C31 contractor or qualified contractor with a general "A" license. The contractor shall employ full time dedicated personnel whose sole responsibility is to do traffic control only. The contractor is prohibited from using other crew personnel to perform this job.

It is the responsibility of the contractor performing work on a City street to install and maintain the approved traffic control devices and such additional traffic control devices (e.g. flag persons) as may be required to insure safe movement of traffic motorists, bicyclists, pedestrian and construction staking staff through and around the work area and provide maximum protection and safety to con struction workers.

The contractor shall be responsible for adequate barricading of the work area and controlling of traffic near the project as specified in sub Section 7-10 of the standard specifications or as directed by the engineer.

The contractor shall be responsible for preserving original locations and dimensions of all existing striping obliterated by the work. The contractor shall be responsible for maintaining sufficient striping control points to be able to restore lane dimensions. The contractor shall install and maintain temporary overlay yellow or white markers, whichever is applicable, where striping cannot be restored by the end of the workday. The contractor shall replace all roadway striping and pavement markings removed by the construction work.

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At least five (5) working days before commencing work, the contractor shall submit its construction schedule to the City for approval. This schedule shall allow residents or businesses along the streets to be worked, ample "on street" parking (if parking is allowed) within a reasonable distance from their homes or place of business. Based upon the construction schedule, the contractor shall notify residents and businesses of the proposed work, and post temporary "No Parking" signs at least 72 hour s in advance.

Notification shall be in the form of "door knocker" notices and must be in English and Spanish. The contractor shall submit a sample of the "no parking" sign and "door knocker" notices to the City for approval.

All "No Parking signs" shall be mounted on "A-frames" only. Signs taped on traffic cones, trees or other structures shall not be permitted.

The City reserves the right to observe the traffic control plans in use and to make changes as field conditions warrant. Any changes will supersede the plans and will be done solely at the contractor's expense.

The contractor shall arrange with Recology, San Benito County to maintain trash pick-up services for those property owners affected by the work. The contractor shall notify the transit agencies of any delays to their buses. The contractor shall notify all schools (public and/or private) where the work may affect school operations.

Contractor is required to fill up and submit the traffic control estimate form. Payment will be adjusted based on the streets completed from this list.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and all necessary traffic control as required by the City is considered included in the contract price paid for Traffic Control and Construction Area Signs and no additional compensation will be allowed.

**END OF SECTION 02200**

02370 REMOVAL OF USA AND CONSTRUCTION MARKINGS

A. General: Remove all street and sidewalk marking used to identify the location of utility services under Underground Service Alert (USA) program and construction related markings, including but not limited to horizontal and vertical grade markings, survey stationin g, offsets, curb lines, and other layout lines.

B. Method and Materials: Prior to removal, perform a test section to demonstrate that the removal method selected completely removes markings and does not damage the pavement or sidewalk. Engineer shall approve marking removal method.

C. Schedule: Remove markings within one week after the completion of the work or as determined by the Engineer.

D. Compliance with National Pollution Discharge Elimination System (NPDES) Act.: Comply with federal, state and local requirements of the NPDES Act and the Regional Water Quality Control Board. Prevent material generated by the removal operations from entering the storm drain system by covering or barricading storm drains. Vacuum and dispose of material off-site in accordance with Section 300-1.3 of the Standard Specifications.

E. Failure to Remove Markings: Street and sidewalk markings not removed within the required time may be removed or caused to be removed by the City. The City will charge the Contractor a fee up to three times F.3.a
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the actual cost for removing the markings. This fee will cover the cost of removals and compliance with the NPDES and administration overhead costs.

F. Payment: Payment for this work is included in the various bid items and will not be considered for separate or additional payment.

**END OF SECTION 02370**

02400 STORM WATER BEST MANAGEMENT PRACTICES

A. Description: The Contractor will provide all labor, materials and equipment to protect and secure the site with the appropriate Storm Water Best Management Practices (BMPs) to prevent pollutants from escaping and entering the storm drain system and to keep all substances used in or resulting from the work out of the gutters, storm drains and creeks by utilizing Storm Water Best Management Practices (BMPs) measures as approved by the City of Hollister. BMPs shall comply with the CASQA Construction BMP Handbook, unless otherwise approved by the City. The Contractor will maintain said BMPs throughout the duration of the Project, including but not limited to the following BMPs:

1. Sediment Control
a. SE-10 "Storm Drain Inlet Protection"

2. Waste Management and Materials Pollution Control
a. WM-3 "Stockpile Management"
b. WM-4 "Spill Prevention"
c. WM-5 "Solid Waste Management"
d. WM-6 "Hazardous Waste Management
e. WM-8 "Concrete Waste Management

3. Non-Storm Water Management Control
a. NS-9 "Vehicle and Equipment Fueling"
b. NS-10 "Vehicle and Equipment Maintenance"

4. Employee and subcontractor training and instruction.

B. Implementation: It shall be the Contractor's responsibility to monitor and maintain all BMP measures on a daily or more frequent basis, including non-work days and especially during storms. Special attention shall be given to dry cleanup of spills, proper disposal of concrete and paint, shoveling dirt and debris from gutters, sweeping roads within the project limits, as well as, roads entering and exiting the p roject limits. In addition all catch basins (both new and existing) at the project site, and which are determined by the Engineer to have been affected by the construction, shall be cleaned out by the contractor at the end of the project.

The Contractor shall comply with all Local, State, and Federal laws regarding storm water compliance.

Further, it is the Contractor's responsibility to field verify the location of all storm drain inlets and facilities, and to protect and secure said storm drain inlets and facilities with the appropriate storm water BMPs to prevent pollutants from escaping the site and entering the storm drain system. Nothing in the Plans and Specifications shall relieve the Contractor of these responsibilities.

C. Measurement: Quantities for the Storm Water Best Management Practices will be based on the installation and maintenance thereof for all storm water BMP measures listed in the plans, specifications, and all relevant documents and standards related to storm water management for the Project as required by and to the satisfaction of the Engineer.

D. Payment: Payment for this work is included in the various bid items and will not be considered for separate or additional payment.

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** END OF SECTION 02400 **

03200 HOT MIX ASPHALT CONCRETE
Furnish and install hot mix asphalt concrete with a maximum aggregate size of ½”. Comply with the City Specifications for all material requirements.

**END OF SECTION 03200**

03250 GEOSYNTHETIC FABRIC
Furnish and install geosynthetic fabric as shown on the plans. Geosynthetic fabric shall be fiberglass with integrated tack film (TF) paving grid HMA reinforcement system, as specified below.

PART 1 GENERAL

SECTION INCLUDES

1. Asphalt HMA reinforcement system.

REFERENCES
 Asphalt Institute Handbook.
 AASHTO Standard Specification for Highway Bridges.
 ASTM D276 – Standard Test Methods for Identification of Fibers in Textiles.  ASTM D4595 – Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method.  ASTM D4694 – Standard Test Method for Deflections with a Falling-Weight-Type Impulse Load Device.
 ASTM D4759 – Standard Practice for Determining the Specification Conformance of Geosynthetics.  ASTM D5340 – Standard Test Method for Airport Pavement Condition Index Surveys.  ASTM D5261 – Standard Test Method for Measuring Mass per Unit Area of Geotextiles.  ASTM D6637 – Standard Test Method for Determining Tensile Properties of Geogrids by the Single or Multi-Rib Test Method; 2001.
 DIN EN ISO 10319 (2008-10) – Geosynthetics - Wide-Width Tensile Test (ISO 10319:2008).  FHWA Federal Highway Administration – Design Guidelines.

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 Section 96, Caltrans Standard Specifications, latest edition

SYSTEM DESCRIPTION
Flexible Pavements: Provide GlasGrid HMA reinforcement system installed between asphalt layers in a pavement structure to distribute the load, reinforce the pavement and reduce cracking distresses.

Rigid or Composite Pavements: Provide GlasGrid HMA reinforcement system installed between freshly leveled asphalt overlay to absorb the strain and stress energy developed by traffic-induced working HMA cracks, concrete joint and slab shrinkage and expansion due to thermal changes

SUBMITTALS
Submit under provisions of Section 01 30 0 0.

Submittals of “Shop and Setting Drawings”, “Working Drawings”, “Catalogue Data” and “Certifications” for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows:

Catalog data and recent certification, performed at most 1 year prior to the submittal, showing that the asphalt reinforcement grid and tack coat meets the specified requirements.

No sample of the tack coat is required.

Manufacturer’s installation instructions and general recommendations.

Product Data: Manufacturer’s data sheets on each product to be used, including:

Preparation instructions and recommendations.

Storage and handling requirements and recommendations.

Samples: Enough material should be supplied to prepare two samples of each type of fiberglass HMA reinforcing grid specified. Each sample shall be 305 mm by 203 mm (12” by 8”) and include a minimum of 5 ribs.

Certification: Shall provide minimum average roll values, provide annual letter of c ompliance from accredited third-party testing facility, and tests used to determine those properties.

Additional information as requested by the Engineer to fully evaluate the product.

QUALITY ASSURANCE
Manufacturer Qualifications:

Manufacturer with at least 20 years of documented experience in the manufacture and installation of fiberglass HMA reinforcing grids to reduce thermal or load associated cracking distress, and in the manufacture of integrated tack film that meets the specification.

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Manufacturer with documented evidence of an established quality control program to assure products with consistent compliance with the requirements of this specification. Such a program would be ISO 9001:2008 Registration.

Annual conformance testing performed by an accredited third-party testing facility.

Installer Qualifications:

Firm with documented experience in the installation of fiberglass HMA reinforcement grid systems with integrated tack film, with at least two projects of similar construction and scope.

Include brief description of each project by name, and phone number of owner’s representative knowledgeable in each listed project.

Pre-Construction Meeting:

Prior to construction of HMA reinforcing reinforcement system, conduct a meeting at the site with the materials supplier, the installer, and the Contractor to review the preparation and installation requirements.

Notify the Owner and the Engineer at least 3 days in advance of the time of the meeting.

DELIVERY, STORAGE, AND HANDLING
Store products in manufacturer’s unopened packaging until ready for installation.

Store in a dry, covered location that is free of dust, dirt, and moisture. Prevent excessive mud, fluid concrete, asphalt, or other deleterious materials from coming in contact with HMA reinforcing grid materials.

Store at temperatures above minus 29°C (minus 20°F) and 75°C (167°F) and maximum relative humidity of 85%.

PROJECT CONDITIONS
Do not place grid reinforcement when the asphalt surface is wet, or contaminated with oil, soil or excessive dust.

Do not place asphalt during wet or freezing weather that prevents conformance with specified requirements.

Do not install asphalt on the grid reinforcement when the underlying asphalt surface is cooler than 10°C (50°F), warmer than 60°C (140°F), or in the case of new asphalt, prior to the asphalt cooling to 43°C (110°F) at least once previously.

PART 2 PRODUCTS

MATERIALS
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The HMA reinforcement grid shall consist of a high strength, fiberglass grid custom knitted and coated with a high temperature non-asphaltic elastomeric polymer and self-adhesive glue.

The grid is combined with a multilayer tack film designed to enhance the bond between layers of hot mix asphalt and replace conventional tack coats.

In addition, the HMA reinforcement grid shall have and adhere to the following Minimum Average Roll Values (MARV) for material properties and should adhere to the strength properties in Table 1 and the performance requirements of Table 2.

Table 1 Material and Strength Properties

PRODUCT
PROPERTIES METHOD UNITS Type 2
Ma
t
e
r
i
a
l

P
r
o
p
e
r
t
i
e
s

Aperture Size (Center
to Center) mm (inch) 25 x 25
(1.0 x 1.0)
Percent Open Area CW-02215 MOD.1 % Greater than or
equal to 50
Fiberglass Coating Elastomeric
Polymer
Polymer Tack Film Integrated on Grid % 100
Mass / Unit Area ASTM D5261 g/m²
(oz/yd²)
432
(12.7)
Roll Width m
(ft.)

1.5 (4.9)
St
r
e
n
g
t
h

P
r
o
p
e
r
t
i
e
s
Fiberglas Coating
Softening Point ASTM D36 °C
(°F)
Greater than 232
(450)
Tensile Strength
(MD x CD) ASTM D6637 kN/m
(lb./in)
100 x 100
(571 x 571)
Tensile Strength
@2% ASTM D6637 kN/m
(lb./in)
80 x 80
(456 x 456)
Elongation at
Break ASTM D6637 (%) Less than
3 1 - Army Corp of Engineers test method correlated to light emitted through fabric.

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Table 2 Product Performance Requirements

TEST DESCRIPTION TEST METHOD

METHOD OF

MEASURE PERFORMANCE
Pe
r
f
o
r
m
a
n
c
e

R
e
q
u
i
r
e
m
e
n
t
s

Coating Softening
Temperature vs. HMA
Asphalt Binder
Compaction Temperature
Temperature
Comparison
Job Mix Formula
Compaction
Temperature
Requirement
Coating Softening Point
> HMA Compaction
Temperature
Field Millability and
Recyclability Validation
Field Milling of
Asphalt with GlasGrid
References or Reports Documented Experience
Asphalt : Grid composite
stiffness for durability of
composite layers over life
of pavement during
individual and long term
deformation
3Pt Beam Test at 70°F,
Grid with polymer tack
at mid depth relative to
a control with polymer
tack film – cyclic
stress controlled
Haversquare loading
Minimum
Improvement
Factor vs. Control
> 5x
Fatigue and Reflective
Cracking MMLS3 Scaled APT 1
Testing vs. Control
Fatigue and
Reflective Cracking
Testing
> 3x
Full Scale Plate Load
Testing
Plate Load Testing vs.

Control
Pavement Composite
Modulus >2x
1 : APT – Accelerated Pavement Testing
PART 3 EXECUTION

PREPARATION
Do not begin GlasGrid HMA reinforcing system until existing pavement condition has been evaluated and all repairs have been completed.

Seal cracks greater than 6 mm (1/4”) with an acceptable crack filler. Repair wider cracks using a method that provides a level surface. All holes shall be filled with hot asphalt and compacted level with adjacent surfaces.

Surfaces shall be mechanically cleaned by sweeping and vacuuming and be free of oil, vegetation, sand, dirt, water, gravel, and other contaminants prior to placement of HMA reinforcing grid.

If subgrade preparation is the responsibility of others, notify Engineer of unsatisfactory preparation. Do not begin work until unsatisfactory conditions have been rectified.

Cracks shall be marked and recorded prior to and after the true and leveling course. Identifying and preserving the crack location will ensure that the grid is properly centered on each crack when full grid coverage of the site is not specified.

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INSTALLATION
Storage of Material:

Prior to use, store reinforcement grid rolls in unopened packaging vertically (on end) under dry, covered conditions free from dust, dirt, and moisture to prevent roll distortion and contamination.

Store the product at temperatures above minus 29°C (-20°F) with a relative humidity of less than 85%.

Install GlasGrid HMA reinforcing grid system in accordance with manufacturer’s installation guidelines.

Leveling Course:

Leveling course shall have a surface temperature warmer than 10°C (50°F), cooler than 60° C (140° F) and will have cooled to 43°C (110°F) at least once previously.

Crack areas showing excessive surface irregularities shall be leveled prior to placement.

Slab joint showing upward tenting shall be saw-cut to relieve pressure prior to leveling.

HMA Reinforcement Grid Placement:

Surface temperature shall be between10°C (50°F) and 60°C (140°F) prior to placing the grid reinforcement.

The placement surface must be dry. Since moisture affects the adhesion of the grid to the pavement surface, grid placement should not be undertaken if rain is likely to fall prior to covering the grid with an asphalt mat overlay. Grid that is placed and will not adhere due to moisture shall be removed and replaced at the Contractor’s expense.

HMA reinforcement grid shall be laid out by mechanical means or by hand using sufficient pressure to eliminate ripples. Remove any ripples by pulling the grid tight. Cutting of the grid may be done on tight radii to prevent ripples.

Lap transverse joints in the direction of the paving 76 mm to 152 mm (3-6”); longitudinal joints shall be overlapped 25 mm to 50 mm (1-2”) or as recommended by the manufacturer, whichever is greater.

After placement, activate self-adhesive glue by rolling with a rubber coated drum roller or a pneumatic tire roller until proper adherence occurs. In no instance shall steel -wheeled or vibratory rollers be used. Rolling shall continue until the adhesive is activated and the grid is bonded to the truing and leveling course. Generally, this can be accomplished in one or two roller passes. During rolling operations, roller tires shall be kept clean to the satisfaction of the Engineer. Reinforcement shall be laid and rolled over ironworks (i.e., manhole covers, drainage grates, etc.). Once the grid has been rolled, these portions of the mats covering the ironworks shall be removed by cutting the reinforcement grid with a utility knife or other similar tool.

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Construction and emergency vehicles will be allowed to run on the reinforcement grid after rolling. However, any damaged or de-bonded sections of the grid resulting from these vehicles, as determined by the Engineer, shall be immediately replaced with new grid sections, taking care to place the adhesive backing down and to overlap the grid already in place. As befo re, replacement sections shall be rolled in accordance with manufacturer’s recommendations. Grid shall be rolled until the adhesive is activated and the replacement grid section is bonded to the truing and leveling course. Any dirt, dust or other contamina nts deposited on the grid-covered truing and leveling course by the construction equipment, maintenance vehicles, or emergency vehicles shall be removed by mechanical sweeping or vacuuming the surface. No additional payment will be made to replace sections of grids damaged by construction equipment, maintenance vehicles, or emergency traffic. No payment will be made to sweep or vacuum the surface, or to remove contaminates deposited by such traffic.

Protect the asphalt reinforcing grid until placement of the finished asphalt topping. Repair damaged sections prior to placement of finished asphalt topping.

Asphalt Placement
Place the asphaltic overlay course the same day the HMA reinforcing grid is placed.

Overlay course shall be a minimum compacted thickness of 40 mm (1-1/2”) In order to activate the tack film, the surface temperature must be 21°C (70°F) and the asphalt mix being placed over the HMA reinforcing grid must be placed at a minimum temperature of 140°C (285°F).

When a tack coat is specified, the approved tack coat should be used beneath the HMA reinforcing grid system.

FIELD QUALITY CONTROL
Testing and Inspection shall be provided by an independent laboratory provided by the Contractor and acceptable to the Engineer.

Perform adhesion tests in accordance with the following:

Place a 1 m² (1 sq. yd.) of HMA reinforcing grid on a properly prepared leveling course.

Activate self-adhesive glue by rolling with a rubber-tired roller or by applying adequate pressure to fully activate the pressure-sensitive adhesive.

Use a calibrated spring balance by inserting the hook of the balance under the center of the grid and pulling upward until the grid starts to pull away from the surface.

A 9 kg (20 pound) pull is required without pulling the grid free or creating ripples in the grid.

Consult grid manufacturer if grid does not meet this pull rating and do not place asphalt topping until an acceptable adhesion is achieved.

Frequency of Tests:

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Adhesion Test: Provide a minimum of one test per 300 m² (3,000 sq. ft.) o f surface area.

MANUFACTURER’S FIELD SERVICES
A manufacturer’s representative shall be present on site for the initial start of the installation of the HMA reinforcing grid

PROTECTION
Protect installed product until completion of project.

Repair or replace damaged products before Substantial Completion.

**END OF SECTION 03250**

03275 BASE FAILURE REPAIR
Base failure areas are not shown on the plans and will be marked in the field by the Engineer.

Coordinate your work with the Engineer to allow them to walk the project locations after cold planing activities have occurred.

Remove existing asphalt concrete and PCC pavement and underlying base rock to the depth and dimensions shown on the plans and replace with HMA. The Engineer determines the exact limits of base failure repair. The minimum width of roadway section to be removed shall not be less than 4 feet unless otherwise noted on the plans.

HMA for pavement failure repair must be Type A.

Asphalt binder for the HMA must be PG 64-10. The minimum asphalt binder content must be 5.0 percent.

If you request and if authorized, you may reduce the minimum asphalt binder content.

The aggregate for the HMA must comply with the 3/4-inch HMA Types A and B grading.

Place base failure repair under the Method construction process (Caltrans Standard Specifications).

Remove existing roadway section by grinding with a milling machine capable of cutting to a neat line or by sawcutting. Do not damage any pavement that is to remain in place. Minimize the disturbance of materials to be left in place during removal or roadway sections.

Remove failed pavement and base rock to the required depth, then grade, water, and thoroughly compact the material remaining in place to a minimum of 95% relative compaction.

Dispose of removed material.

Apply tack coat to the bottom base rock and all vertical surfaces of the existing roadway section within the base failure repair area. Follow the Tack Application Rates table using "Planed P CC and HMA (AC) surfaces" from Caltrans Standard Specifications.

The surface must be:

1. Textured uniformly

2. Compacted firmly

3. Without depressions, humps, and irregularities
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If the base is excavated beyond the specified plane, replace it with HMA. The City does not pay for this HMA. Damage to pavement which is to remain in place shall be repaired to a condition satisfactory to the Engineer, or the damaged pavement shall be removed and replaced with new HMA if ordered by the Engineer. Repairing or removing and replacing pavement damaged outside the limits of pavement to be reconstructed shall be at the Contractor's expense.

Perform base failure repair as shown on the plans. Repair work should confirm to the cold planned surface, so that entire roadway receives final lift of pavement.

**END OF SECTION 03275**

03400 UTILTIY ADJUSTMENTS AND COORDINATION
The Contractor is responsible for the protection and adjustment of all utilities within the project limits.

Coordinate with private utilities to facilitate the adjustment of their facilities. Coordinate with the Engineer prior to adjusting any City-owned utilities.

CITY OWNED UTILITIES

The Contractor is responsible for adjustment of all City-owned utilities, including:

Water
Sewer
Storm Drain
Monuments

Coordinate with the Engineer to invite the appropriate City utility representatives to the Pre - Construction Meeting. Coordinate all utility work prior to starting work with utility owner. Do not perform work on any utility without receiving advance approval from owner. Furnish standard details to owner for confirmation of approach.

All work on City-owned facilities must comply with the City of Hollister Standard Plans.

**END OF SECTION 03400**

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EXHIBIT 10
Bonds
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10-2

LABOR AND MATERIAL BOND

BOND NO. __________________________________

PREMIUM INCLUDED IN PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:

That we, _____________________________________________________________, as Principal, and _______________________________________________________________, a corporation organized and doing business under and by virtue of the laws of the State of ___________________________________ and duly licensed to conduct a general surety business in the State of California as Surety, are held and firmly bound unto the _______________________________________ as Obligee, in the penal sum of ________________________________________________ ($ ____________________) DOLLARS, for which payment , well and truly to be made, we find ourselves, our heirs, executors and successors, jointly and severally firmed by these presents.

THE CONDITION OF THE OBLIGATION IS SUCH THAT:

Whereas, the above-named Principal, has entered into an agreement which is made a part of this bond, with the __________________________________________________, State of California, as Obligee, for the designated public improvements identified as ______________________________________________________________, as required by the Government Code of California.

Whereas, under the terms of said agreement, principal is required before entering upon the performance of the work, to file a good and sufficient payment bond with the _____________________________________________ to secure the claims to which reference is made in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code of the State of California.

Now therefore, said principal and the undersigned, as surety, are held firmly bound unto the ______________________________________ and all contractors, subcontractors, laborers, materialmen and other persons employed in the performance of the aforesaid agreement and referred to in the aforesaid Civil Code of the State of California for material furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor that said surety will pay the same in an amount not exceeding the penal sum hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the penal sum thereof, costs and reasonable expenses and fees, including reasonable attorney’s fees, incurred by __________________________________________________ in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgement therein rendered.

It is hereby expressly stipulated and agree that this bond shall inure to the benefit of any and all persons, companions, and corporations entitled to file claims under Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code, so as to give right of action to them or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

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

In witness whereof, this instrument has been duly executed by the principal and surety above names, on _________________________________________.

PRINCIPAL: SURETY

_________________________________________ ___________________________________________ Attorney-in-Fact
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10-3

PERFORMANCE BOND
BOND NO. ____________________________
$_______________________ premium is for a
term of _________________________ year(s)
KNOW ALL MEN BY THESE PRESENTS:

THE CONDITION OF THE OBLIGATION IS SUCH THAT:

Whereas the Obligee and Principal have entered into an agreement whereby Principal agrees to install and complete certain designated public improvements, which agreement, identified as ___________________________ __________________________________________________, is hereby referred to and made a part hereof, and Whereas, said Principal is required under the terms of said agreement to furnish a bond for the faithful performance of said agreement.

Now therefore, the condition of this obligation is such that if the above bounden Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, well and truly keep and perform the covenants, conditions and provisions in the said agreement and any alteration thereof made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning, and shall indemnify and save harmless Obligee, its officers, agents, and employees, as therein stipulated, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the penal sum specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney’s fees, incurred by Obligee in successfully enforcing such obligation, all to be taxed as costs and included in any judgement rendered.

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

In witness whereof, this instrument has been duly executed by the principal and surety above names, on _________________________________________.

PRINCIPAL: SURETY
_________________________________________ ___________________________________________ Attorney-in-Fact
F.3.a
Packet Pg. 276

10-1

BID BOND

KNOWN ALL PERSONS BY THESE PRESENTS that, hereinafter called the PRINCIPAL, AND , a corporation duly organized under the laws of the State of having its PRINCIPAL place of business at , in the State of and authorized to do business in the State of California, hereinafter call the SURETY, are held and firmly bound unto the City of Hollister, hereinafter called the OBLIGEE, on order, in the sum of Dollars ($ ) (being at least ten percent (10%) of the total amount of PRINCIPAL’s bid) lawful money of the United States, for the payment of which we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these present.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT:

WHEREAS, the PRINCIPAL has submitted its Bid for the project entitled:
____________________________________________________________ to the OBLIGEE, said Bid, by reference thereto; being hereby made a par hereof.

NOW THEREFORE, if said Bid is rejected or, in the alternative, if said Bid is accepted and the PRINCIPAL signs and delivers a contract and furnishes a Performance bond and Payment Bod, in the form and within the time required by the Bid and the Contract Documents, then this obligation shall become null and void, otherwise the same shall remain In full force and effect and upon default of the PRINCIPAL shall be forfeited to the OBLIGEE, it being expressly understood and agreed that the liability of the SURETY for any and all default of the PRINCIPAL shall be the amount of this obligation as herein stated, as liquidated damages. Such forfeiture and liquidated damages under this bond shall be without prejudice to the OBLIGEE’s right to pursue any excess actual damages from the PRINCIPAL for breach of contract or otherwise.

The SURETY, for value received, hereby agrees that the obligations of said SURETY and its bond shall not be impaired or affected by any extension of the time within which the OBLIGEE may accept such Bid, and the SURETY hereby waives notice of any such extension.

In the event suit is brought upon this bond by the OBLIGEE and judgment is recovered, the SURETY shall pay, in addition to the sum set forth above, all costs incurred by the OBLIGEE in such suit, including reasonable attorney’s fees and expert witness fees, to be fixed by the court.

Singed this ____ day of , 2020

PRINCIPAL

BY:

SURETY

BY:

Note: Signatures of person executing for SURETY must be notarized and evidence of corporate authority attached.

F.3.a
Packet Pg. 277

EXHIBIT 11
Insurance Certificates
(to be included after award of contract)

F.3.a
Packet Pg. 278

4637 CHABOT DRIVE, STE 300 PLEASANTON, CA 94588
PHONE: 925-398-4840
WWW.KIMLEY-HORN.COM

SALLY STREET

TRAFFIC CALMING
(CIP 2201)

CALIFORNIAHOLLISTER
197008113
03/25/2022
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
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COVER SHEET

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SALLY STREET TRAFFIC CALMING

PROJECT LOCATION

NOT TO SCALENORTH
CIP 2201
Sheet List Table
Sheet Number Sheet Title
C-001 COVER SHEET
C-002 GENERAL NOTES
C-003 CONSTRUCTION DETAILS
C-004 TYPICAL SECTIONS
C-100 HORIZONTAL CONTROL
C-200 INTERSECTION DETAILS
C-201 INTERSECTION DETAILS
C-300 GRADING DETAILS
C-301 GRADING DETAILS
C-400 PLAN AND PROFILE
C-401 PLAN AND PROFILE
C-402 PLAN AND PROFILE
C-403 PLAN AND PROFILE
C-404 PLAN AND PROFILE
C-500 PAVING PLAN
C-501 SIGNING AND STRIPING
C-502 SIGNING AND STRIPING
C-503 SIGNING AND STRIPING

PROJECT

LOCATION
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HAYDEN STREET

OLIVE STREET

PARK STREET

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Kimley >>> Horn
No. 63394

4637 CHABOT DRIVE, STE 300 PLEASANTON, CA 94588
PHONE: 925-398-4840
WWW.KIMLEY-HORN.COM

SALLY STREET

TRAFFIC CALMING
(CIP 2201)

CALIFORNIAHOLLISTER
197008113
03/25/2022
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
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C-002

GENERAL NOTES

1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY STANDARD DETAILS AND SPECIFICATIONS, 2018 CALTRANS STANDARD SPECIFICATIONS, THE

FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION AND DETAIL SHALL BE FOLLOWED.

2. THE CONTRACTOR SHALL COMPLY WITH CITY “GENERAL NOTES” FOR CONSTRUCTION, IF EXISTING AND REQUIRED BY THE CITY. SEE CITY DESIGN STANDARDS, APPENDIX A. FOR

INSTANCES WHERE THEY CONFLICT WITH THESE KH GENERAL NOTES, THEN THE MORE RESTRICTIVE SHALL APPLY.

3. THE CONTRACTOR SHALL FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY

AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE AUTHORITIES' SPECIFICATIONS AND REQUIREMENTS.

4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS.

5. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK.

NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER AND IF APPLICABLE THE CITY. NO CONSIDERATION WILL BE

GIVEN TO CHANGE ORDERS FOR WHICH THE CITY, ENGINEER, AND OWNER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES

WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA

BEFORE COMMENCING WORK TO HAVE THEM LOCATE THEIR EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AN ADEQUATE MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION.

7. CONTRACTOR SHALL CALL 811 AN ADEQUATE AMOUNT OF TIME PRIOR TO COMMENCING CONSTRUCTION OR ANY EXCAVATION.

8. CONTRACTOR SHALL USE EXTREME CAUTION AS THE SITE CONTAINS VARIOUS KNOWN AND UNKNOWN PUBLIC UTILITIES.

9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY ADJUSTMENTS AND

RELOCATIONS OF EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS,

INCLUDING BUT NOT LIMITED TO, ADJUSTING EXISTING MANHOLES TO MATCH PROPOSED GRADE.

10. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS, APPROVALS, AND BONDS PRIOR TO CONSTRUCTION.

11. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE

CONTRACT DOCUMENTS INCLUDING PLANS, PROJECT AND CITY SPECIFICATIONS, AND

SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, AND INSPECTION REPORTS.

12. ALL SHOP DRAWINGS AND OTHER DOCUMENTS THAT REQUIRE ENGINEER REVIEW SHALL BE

SUBMITTED BY THE CONTRACTOR SUFFICIENTLY IN ADVANCE OF CONSTRUCTION OF THAT ITEM, SO THAT NO LESS THAN 10 BUSINESS DAYS FOR REVIEW AND RESPONSE IS AVAILABLE.

13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES,

JURISDICTIONAL AGENCIES, AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO USE OF THE FACILITY AND THE FINAL CONNECTION OF SERVICES.

14. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.

15. CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES.

16. CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL MATERIALS TESTING SHALL BE COORDINATED WITH

THE APPROPRIATE CITY INSPECTOR AND COMPLY WITH CITY STANDARD SPECIFICATIONS AND 2018 CALTRANS STANDARD SPECIFICATIONS. TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING MATERIALS. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR MATERIALS TESTING.

17. ALL COPIES OF MATERIALS TEST RESULTS SHALL BE SENT TO THE CITY AND ENGINEER DIRECTLY FROM THE TESTING AGENCY.

18. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING

PROCEDURES OF THE MATERIALS, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS.

19. ALL CONTRACTORS MUST CONFINE THEIR ACTIVITIES TO THE WORK AREA. NO ENCROACHMENTS OUTSIDE OF THE WORK AREA WILL BE ALLOWED. ANY DAMAGE RESULTING THEREFROM SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY TO REPAIR.

20. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, MANHOLES,

POLES, GUY WIRES, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, COMMUNICATION

BOXES/PEDESTALS, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES AT NO COST TO THE OWNER.

21. THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY OR PUBLIC IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO: FENCES,

WALLS, SIGNS, PAVEMENT, CURBS, UTILITIES, SIDEWALKS, GRASS, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, ETC.… TO ORIGINAL CONDITION OR BETTER AT NO COST TO THE OWNER.

22. SITE SAFETY IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.

23. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE

SAFETY OF THE CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE ENGINEER'S SEAL HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL REQUIRED SAFETY PROCEDURES AND PROGRAMS.

24. SIGNS RELATED TO SITE OPERATION OR SAFETY ARE NOT INCLUDED IN THESE PLANS.

25. CONTRACTOR STAGING AREA SHALL BE AGREED ON BY THE OWNER AND CONTRACTOR PRIOR TO BEGINNING OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL

PERMITTING REQUIREMENTS FOR THE CONSTRUCTION STORAGE AND STAGING OPERATIONS AND LOCATIONS.

26. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES".

27. TOP RIM ELEVATIONS OF ALL EXISTING AND PROPOSED MANHOLES SHALL BE COORDINATED

WITH TOP OF PAVEMENT OR FINISHED GRADE AND SHALL BE ADJUSTED TO BE FLUSH WITH THE ACTUAL FINISHED GRADE AT THE TIME OF PAVING.

28. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED VALVES, FIRE HYDRANTS, AND

OTHER UTILITY APPURTENANCES TO MATCH ACTUAL FINISHED GRADES AT THE TIME OF PAVING. CONTRACTOR SHALL COORDINATE WITH OTHER UTILITIES OWNERS TO HAVE NON-CITY OWNED UTILITIES ADJUSTED TO GRADE.

29. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SEQUENCING AND PHASING, AND

SHALL CONTACT THE APPROPRIATE CITY OFFICIALS, INCLUDING BUILDING OFFICIAL, ENGINEERING INSPECTOR, AND FIRE MARSHALL TO LEARN OF ANY REQUIREMENTS.

30. CONTRACTOR IS RESPONSIBLE FOR PREPARATION, SUBMITTAL, AND APPROVAL BY THE CITY

OF A TRAFFIC CONTROL PLAN PRIOR TO THE START OF CONSTRUCTION, AND THEN THE IMPLEMENTATION OF THE PLAN.

31. CONTRACTOR SHALL KEEP A NEAT AND ACCURATE RECORD OF CONSTRUCTION, INCLUDING ANY DEVIATIONS OR VARIANCES FROM THE PLANS.

32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT PLANS TO THE

ENGINEER AND CITY IDENTIFYING ALL DEVIATIONS AND VARIATIONS FROM THESE PLANS MADE DURING CONSTRUCTION.

KIMLEY-HORN GENERAL NOTES GENERAL NOTES

1. ALL WORK MUST COMPLY WITH THE CITY OF HOLLISTER STREET & SURFACE IMPROVEMENTS STANDARD DETAILS OR 2018 CALTRANS STANDARD SPECIFICATIONS AS SPECIFIED.

2. TRAFFIC CONTROL MUST BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION OF THE CA MUTCD. CONTRACTOR MUST HAVE AN APPROVED TRAFFIC CONTROL PLAN PRIOR TO BEGINNING WORK. PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN TO THE ENGINEER FOR REVIEW AND APPROVAL. UPDATE AND RESUBMIT AS NEEDED UNTIL THE PLAN IS APPROVED.

3. COMPLY WITH THE REQUIREMENTS FOR WATER POLLUTION CONTROL OUTLINED IN SECTION 13 OF THE 2018 CALTRANS STANDARD SPECIFICATIONS.

4. DO NOT APPLY THERMOPLASTIC STRIPING USING HAND CART METHODS. THERMOPLASTIC

TRAFFIC STRIPES WILL BE MEASURED BY THE LINEAR FOOT REGARDLESS OF THE NUMBER OF INDIVIDUAL STRIPES COMPRISING THE DETAIL (E.G. DETAIL 29 PLACED BETWEEN STATION 1+00 AND STATION 2+00 WILL BE MEASURED AS 100 LINEAR FEET EVEN THOUGH IT CONSISTS OF 400 LINEAR FEET OF STRIPE).

5. PREPARE A LEAD COMPLIANCE PLAN TO COVER REMOVAL OF THE EXISTING STRIPING.

RESIDUE FROM THE REMOVAL OF PAINTED OR THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS CONTAINS LEAD FROM THE PAINT OR THERMOPLASTIC. THE AVERAGE LEAD CONCENTRATIONS ARE LESS THAN 1,000 MG/KG TOTAL LEAD AND 5 MG/L SOLUBLE LEAD.

THIS RESIDUE:
a. IS A NONHAZARDOUS WASTE
b. DOES NOT CONTAIN HEAVY METALS IN CONCENTRATIONS EXCEEDING THE THRESHOLDS ESTABLISHED BY THE HEALTH AND SAFETY CODE AND 22 CA CODE OF REGS
c. IS NOT REGULATED UNDER THE FEDERAL RESOURCE CONSERVATION AND RECOVERY ACT (RCRA), 42 USC§ 6901 ET SEQ. MANAGEMENT OF THIS MATERIAL

EXPOSES WORKERS TO HEALTH HAZARDS THAT MUST BE ADDRESSED IN YOUR LEAD COMPLIANCE PLAN.

6. PROPOSED FEE IS CONSIDERED TO BE FULL COMPENSATION FOR PERFORMING ALL WORK AS SHOWN ON THE PLANS AND AS REQUIRED BY THE SPECIFICATIONS. NO ADDITIONAL PAYMENTS WILL BE MADE.

7. ALL CONSTRUCTION MUST BE TO THE CITY OF HOLLISTER STANDARDS AND ACCEPTED BY THE PUBLIC WORKS INSPECTOR. STANDARD PLANS ARE AVAILABLE AT THE OFFICE OF THE PUBLIC WORKS INSPECTOR.

8. CONTRACTOR SHALL MEET WITH CITY OF HOLLISTER AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION, 24 HOURS NOTICE REQUIRED ON ALL INSPECTIONS.

9. CONTRACTOR IS RESPONSIBLE TO MAKE ALL ARRANGEMENTS FOR SITE INSPECTIONS AND

INSURE THAT ALL CURRENT STANDARDS FOR THE CITY OF HOLLISTER ARE FOLLOWED PRIOR TO THE BEGINNING ANY PHASE OF CONSTRUCTION WORK.

10. CONSTRUCTION SHALL BE LIMITED TO BETWEEN THE HOURS OF 7:00 A.M. AND 6:00 P.M.,

MONDAY THRU FRIDAY AND INSPECTION REQUESTS SHALL BE LIMITED TO NORMAL CITY BUSINESS HOURS: 8:00 A.M. TO 5:00 P.M., MONDAY THRU FRIDAY.

11. TIE OUT ALL MANHOLES, WATER VALVE COVERS, CLEAN OUTS, PULL BOXES, 5G BOXES, AND MONUMENTS, THEN PROVIDE DATA TO THE CITY REPRESENTATIVE 14 DAYS PRIOR TO ANY SURFACE TREATMENT.

12. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN A MINIMUM OF 14 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. DO NOT START WORK WITHOUT TRAFFIC CONTROL PLAN APPROVED BY THE CITY.

13. CONTRACTOR SHALL PROTECT MONUMENTS IN PLACE AND SHALL NOTIFY THE CITY INSPECTOR IF ANY ARE IDENTIFIED WITHIN THE LIMITS OF THE WORK.

14. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING PAINT OR THERMOPLASTIC OUTSIDE

OF PAVEMENT REHABILITATION LIMITS, OR LIMITS OF PROPOSED STRIPING AS SHOWN ON SS-SHEETS.

15. TREATMENT AND EXACT REPAIR LIMITS SHALL BE MARKED AND CONFIRMED, IN THE FIELD BY THE ENGINEER OR CITY INSPECTOR PRIOR TO CONSTRUCTION.

16. AREAS OF BASE FAILURE REPAIR TO BE MARKED IN THE FIELD BY THE ENGINEER. CONTACT THE ENGINEER ONE WEEK PRIOR TO REQUEST FIELD MARKINGS. BASE FAILURE REPAIR AREAS TO BE MARKED AFTER COLD PLANING HAS OCCURRED.

17. AREAS OF BASE FAILURE REPAIR UNDER AC TO BE SAWCUT AND REMOVED OR TO BE REMOVED BY GRINDING.

18. UNLESS OTHERWISE NOTED, ALL UTILITIES ARE TO REMAIN. ALL UTILITY COVERS WITHIN SLURRY LIMITS ARE NOT SHOWN ON THESE PLANS. PROTECT ALL EXISTING UTILITY COVERS

WITHIN SLURRY LIMITS PRIOR TO SLURRY AND RESTORE TO ORIGINAL CONDITION AFTER SLURRY SEAL.

19. SLURRY SEAL FOR ENTIRE ROADWAY WIDTH FROM EXISTING LIP OF GUTTER.

20. APPLY TACK COAT TO ALL SURFACES TO RECEIVE HMA.

21. COORDINATE WITH CITY WATER AND SEWER UTILITY SERVICES TO LOWER AND RAISE MANHOLES AND VAULTS. COORDINATE WITH PG&E ON ADJUSTMENTS FOR GAS-RELATED UTILITIES.

22. THE CONTRACTOR IS RESPONSIBLE FOR ALL ADJUSTMENTS TO STORM DRAIN MANHOLES AS PART OF THE PROJECT.

ABBREVIATIONS

AC ASPHALT CONCRETE

AB AGGREGATE BASE

BOW BACK OF WALK

BEG BEGIN

CIP CAST IRON PIPE

C&G CURB AND GUTTER

EP EDGE OF PAVEMENT
EX. EXISTING

EG EXISTING GRADE

FL FLOWLINE

FS FINISHED SURFACE

GV GAS VALVE

HP HIGH POINT

HMA HOT MIX ASPHALT

INV INVERT

LF LINEAR FEET

LIP LIP OF GUTTER

LP LOW POINT

LT LEFT

ME MATCH EXISTING

MH MANHOLE

PCC PORTLAND CEMENT CONCRETE

STA STATION

STRC STRUCTURE

PVC POLYVINYL CHLORIDE PIPE

RT RIGHT

R/W RIGHT-OF-WAY

SS SANITARY SEWER

SW SIDEWALK

TC TOP OF CURB

TG TOP OF GRATE
TYP. TYPICAL

VAR VARIES

VG VALLEY GUTTER

SIGN SCHEDULE
R81 (CA)BIKE LANE SIGN 2 --24"x18"
R81A(CA)AHEAD SIGN 2 --12"x5"
R81B(CA)END SIGN 2 --8"x5"
W2-6

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INTERSECTION SYMBOL
SIGN
12 -- 30"x30"
W16-12P TRAFFIC CIRCLE SIGN 12 --24"x18"
R2-1(25)25 MPH SPEED LIMIT
SIGN 2 --30"x36"
W17-1 SPEED HUMP SIGN 6 --30"x30"
TOTAL 38 ##--

STRIPING SCHEDULE
4145
8340
2015
1100
215

PAVEMENT MARKING SCHEDULE
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SHOWN PER PLAN.

FLEXIBLE ENGINEERED RUBBER
CURB, RADIUS AS SHOWN PER PLAN.

BRICK PAVERS

ROUNDABOUT REGULATORY SIGN AS
DIRECTED BY CITY ENGINEER. SEE
DETAILS 3 & 7 (TYP.) THIS SHEET

DIMENSION CONTROL OF
TRAFFIC CIRCLE PER PLAN.
1'

SECTION B-B
N.T.S
STRIPING DETAIL 24 PER
CALTRANS STANDARD PLAN A20B.

BB
4'
3"21"
NOTES:

1. 15" STANDARD SETBACK, 22" IF SIGN IS MORE THAN 15" WIDE UNLESS OTHERWISE NOTED PER PLANS.

2. 2" GALVANIZED METAL POST, FHWA (BREAKAWAY) APPROVED SUCH AS 14G, QUICK PUNCH OR EQUAL.

3. HEAVY DUTY GALVANIZED STEEL SLEEVE SUCH AS PACIFIC PRODUCTS OR APPROVED EQUAL.

3.1. STEEL: ASTM A500 GRADE B; GALVANIZING: ASTM 123.

3.2. 2
12" X 2 12" X 24" ONE-PIECE ANCHOR WITH POINTED END, 316" MINIMUM WALL THICKNESS.

3.3.716" HOLES, ALL 4 SIDES AT 1" BELOW TOP. NO HOLES ARE ALLOWED IN THE UNDERGROUND PORTION OF SLEEVE.

3.4. ATTACH SIGN POST TO SLEEVE WITH A
38" DRIVE RIVET WITH A T1" WASHER, OR APPROVED EQUAL.

4. INSTALL SAFEPACE EVOLUTION (YELLOW) 12 ELECTRONIC FEEDBACK SIGN WITH SOLAR PANEL OR APPROVED EQUAL.

TRAFFIC CIRCLE REGULATORY SIGN

SPEED CUSHION
7'L x 6'W x 3"H WITH MUTCD ARROW
TRAFFIC LOGIX SC-070603-M OR
APPROVED EQUAL (TYP.)

SPEED CUSHION
7'L x 6'W x 3"H WITH (2) MUTCD
TRAFFIC LOGIX SC-070603-2M-TW

OR APPROVED EQUAL
NOTES:

1. PLAN STATION PROVIDED AT CENTERLINE OF SPEED CUSHION

2. INSTALL PER MANUFACTURED SPECIFICATIONS
4637 CHABOT DRIVE, STE 300 PLEASANTON, CA 94588
PHONE: 925-398-4840
WWW.KIMLEY-HORN.COM

SALLY STREET

TRAFFIC CALMING
(CIP 2201)

CALIFORNIAHOLLISTER
197008113
03/25/2022
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
18 Pl
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DATE

KHA PROJECT
No.REVISIONS DATE BY

DRAWING NUMBER

SHEET NUMBER
OF

CONSTRUCTION DETAILS
C-003
N.T.S.5RUBBER CURB TRAFFIC CIRCLE DETAIL
N.T.S.3SIGN INSTALLATION DETAIL
N.T.S.

TRAFFIC CIRCLE REGULATORY SIGN DETAIL 7
4'8'8'
N.T.S.4GREEN PAVEMENT ENHANCEMENT BIKE CONFLICT STRIPING NOTES:
* DIMENSIONS NOTED ON PLANS
1TRUNCATED DOMES
N.T.S.6RUBBER CURB DETAIL
3 N.T.S.2SPEED CUSHION
NOTES:

1. COMBINE 36" LENGTH SEGMENTS TO ACHIEVE CURBING AS SHOWN ON PLANS.

2. ALL DIMENSIONS SHALL BE MEASURED TO CURB TC UNLESS OTHERWISE INDICATED.

3. INSTALL CURB USING LAG BOLTS, PER MANUFACTURER'S RECOMMENDATIONS.

4. RUBBER CURB SHALL INCLUDE YELLOW SAFETY PAINT.

RUBBERFORM RF-ERC36S OR

APPROVED EQUAL
5"
6"
36"

CURB TC

2. 0
'

3. 0
'

M
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3. 0
'

M
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F.3.b
Packet Pg. 281
7 r:l'n Know what's below.
~ Call before you dig.

I
II
L
/ / / I
l I I I i I t--C _____ _j
I I •
I I
II
CA MUTCD W2-6

TRAFFIC
CIRCLE
CA MUTCD W16-12P
Kimley >>> Horn
No. 63394
* r.o

GREEN THERMOPLASTIC
6" WHITE THERMOPLASTIC
' "' <D
0 it) .,.,
N
@
@
0 @@@@
@@@@
@@@@
@@@@
@ 0 @

0.45"
AT TOP

1.20" 0.9"

AT BASE

TRUNCATED DOME PLAN

TRUNCATED DOMES BY
ARMOR TILE, ADA-C-3660
I c.:,
I
NOTES: TRUNCATED DOME SECTION

1. CONTRACTOR TO REFERENCE MANUFACTURERS GUIDELINES
FOR INSTALLATION OF TRUNCATED DOMES.

2. COLOR TO BE YELLOW UNLESS NOTED OTHERWISE
-----0 N.T.S.

4637 CHABOT DRIVE, STE 300 PLEASANTON, CA 94588
PHONE: 925-398-4840
WWW.KIMLEY-HORN.COM

SALLY STREET

TRAFFIC CALMING
(CIP 2201)

CALIFORNIAHOLLISTER
197008113
03/25/2022
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
18 Pl
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DATE

KHA PROJECT
No.REVISIONS DATE BY

DRAWING NUMBER

SHEET NUMBER
OF

TYPICAL SECTIONS
C-004
4 WIDTH PER PLAN
COLD PLANE ASPHALT CONCRETE AND OVERLAY (0.29' DEPTH) - TYPICAL SECTION

BASE FAILURE REPAIR - AC PAVEMENT

0.29' GRIND AND HMA OVERLAY

WITH GEOSYNTHETIC PAVEMENT
INTERLAYER PER DETAIL 10
EX. GUTTER LIP (TYP.)
EX. ACNOTES:

1. 0.29' GRIND AND 0.29' HMA OVERLAY.

EX. CURB & GUTTER (TYP.)

NATIVE MATERIAL
EX. AGGREGATE BASE
OG

0.29' COLD PLANE

4.0' MIN OR AS DIRECTED BY ENGINEER

EXIST AC

EXIST AB

REMOVE AC TO

TOP OF AB LAYER

HMA TO MATCH
Exist GRADE
(DEPTH VARIES)
RECOMPACT TO 95%FAILED BASE OR

NATIVE MATERIAL
NTS
NTS

1.0% Min TO

4.0% MAX

1.0% Min TO

4.0% MAX
9 8

HMA OVERLAY WITH GEOSYNTHETIC PAVEMENT INTERLAYER

OG OR SURFACE AFTER

GRIND OR COLD PLANE
FG

GEOSYNTHETIC

PAVEMENT INTERLAYER

0.16' HMA FINAL LIFT

0.13' HMA LEVELING COURSE
NTS 10
F.3.b
Packet Pg. 282
C
r:l'n Know what's below ..
~ Call before you dig.

Kimley >>> Horn
No. 63394
C/V\\..

OF C~l..1'
Home1owo, Cal
_ Esr. 1en
\----\-----

LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
LENGTH
547.91
475.33
460.06
132.28
132.27

51.20 31.53

98.70 180.24
143.53
102.50

59.22 BEARING
S2°55'56.40"W
S2°53'48.59"W
S2°56'00.15"W
S4°03'25.38"W
S4°18'41.02"W
S4°18'48.83"W
S4°16'22.82"W
S4°16'22.82"W
S4°16'17.18"W
S4°17'23.29"W
S4°17'28.81"W
S4°19'30.61"W
L1 L2
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L12
4637 CHABOT DRIVE, STE 300 PLEASANTON, CA 94588
PHONE: 925-398-4840
WWW.KIMLEY-HORN.COM

SALLY STREET

TRAFFIC CALMING
(CIP 2201)

CALIFORNIAHOLLISTER
197008113
03/25/2022
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
18 Pl
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KHA PROJECT
No.REVISIONS DATE BY

DRAWING NUMBER

SHEET NUMBER
OF
NOTES

1. THIS MAP REPRESENTS A TOPOGRAPHIC SURVEY PERFORMED BY KELLEY ENGINEERING & SURVEYING IN JANUARY 2021.

2. THIS MAP PORTRAYS THE SITE AT THE TIME OF THE SURVEY AND DOES NOT SHOW

SOILS OR GEOLOGIC INFORMATION, UNDERGROUND CONDITIONS, EASEMENTS,

ZONING OR REGULATORY INFORMATION OR ANY OTHER ITEMS NOT SPECIFICALLY REQUESTED BY THE CLIENT.

3. BOUNDARY LOCATIONS SHOWN HEREON WERE DETERMINED WITH RECORD DATA

SUPPLEMENTED BY A FIELD SURVEY OF EXISTING MONUMENTATION AND PHYSICAL IMPROVEMENTS. THIS TOPOGRAPHIC MAP DOES NOT CONSTITUTE A BOUNDARY SURVEY. AS A TITLE REPORT WAS NOT PROVIDED, THERE MAY BE EASEMENTS OR

OTHER RIGHTS, RECORDED OR UNRECORDED, AFFECTING THE SUBJECT PROPERTY, WHICH ARE NOT SHOWN HEREON.

4. DISTANCES AND DIMENSIONS SHOWN ARE EXPRESSED IN FEET AND DECIMALS THEREOF, UNLESS OTHERWISE NOTED.

5. PROJECT BENCHMARK: HORIZONTAL CONTROL IS NAD 83 CALIFORNIA STATE PLANE ZONE 4 BASED ON GPS MEASUREMENTS AND POST PROCESSING WITH NATIONAL GEODETIC SURVEY'S ONLINE POSITIONING USER SERVICE.

VERTICAL CONTROL IS NAVD 88 BASED ON GPS MEASUREMENTS AND POST

PROCESSING WITH NATIONAL GEODETIC SURVEY'S ONLINE POSITIONING USER SERVICE REFERENCING THE LATEST GEIOD MODEL.

POINTS 2 AND 7 IN THE CAD FILE WERE MEASURED WITH GPS AND POST PROCESSED TO CREATE A BASE LINE ON NAD 83.

6. LOCATION OF UNDERGROUND UTILITIES WAS NOT WITHIN THE SCOPE OF THIS SURVEY. THE EXISTENCE, LOCATION AND ELEVATION OF ANY UNDERGROUND FACILITIES ARE SHOWN IN A GENERAL WAY ONLY. NOT ALL UTILITIES MAY BE SHOWN.

UNDERGROUND UTILITY LOCATIONS, WHERE SHOWN, ARE BASED ON FIELD LOCATION

OF OBSERVED UTILITIES AND SCHEMATICS OF UNDERGROUND UTILITIES PROVIDED BY THE UTILITY OWNERS. UNDERGROUND PIPE SIZES SHOWN ARE BASED ON

SCHEMATIC INFORMATION PROVIDED AND/OR VISUAL OBSERVATION FROM THE SURFACE AND MAY BE APPROXIMATE. UTILITY MAPS WERE PROVIDED BY THE OWNERS OF THE FOLLOWING UTILITIES: CITY OF HOLLISTER DEPARTMENT OF WATER. UTILITY MAPS WERE REQUESTED BUT NOT PROVIDED BY THE OWNERS OF THE FOLLOWING UTILITIES: PACIFIC GAS AND ELECTRIC.

7. THE EXISTENCE, LOCATION AND DEPTH OF ALL UTILITIES MUST BE VERIFIED BY

POSITIVE LOCATION (POTHOLING) BY THE CONSTRUCTION CONTRACTOR PRIOR TO

EXCAVATION OR ANY CONSTRUCTION WHICH MAY BE AFFECTED BY THE LOCATION OR ELEVATION OF THE UTILITY.

HORIZONTAL CONTROL
5 C-100
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F.3.b
Packet Pg. 283

MONUMENT TABLE
POINT# NORTHING EASTING STATION OFFSET ELEVATION
0 2200011.11 5859425.34 0+00.01 0.19' LT 291.89
® 2199463.94 5859397.08 5+47.91 0.05' RT 294.23
© 2198989.34 5859373.11 10+23.17 0.01' RT 296.88
(D) 2198529.76 5859349.25 14+83.37 0.31' RT 299.95
© 2198214.85 5859326.38 17+99.11 0.03' RT 301.65
® 2197905.25 5859303.16 21+09.58 0.13' RT 303.56
© 2197762.12 5859292.47 22+53.11 0.07' RT 304.15
L -----~-,--------,-.-~------r-,-;;::-
0 1+00 2+00 °' 3+00 ____ _l_____:+----4+00 5+oo ~ ___ 6_+ro_o 7+00 °' 8+00 ----1------___i__ -1--- •
L ___ _
•
oo _____ E_ ~3..,.+_oo __ 14+00 15+00 _ __r 16+00 re:;+00 _ '°18+00 ----1------__j_1~1------1 -L:::S+oo -------------__ 2_0~---- .. ·,•-•-·,·---·-·-·-···········-
r:l'n Kn □w what's below.
~ Call before you dig.

Kimley >>> Horn FESS/
. F Al
No. 63394
@ EX. SURVEY MONUMENT
9+00
---•---+---1~---11+00 12
•
-:-:-·-·,•.·:-:.:.: .... D ■ ■ □

GRAPHIC SCALE IN FEET
0 2040 80
1 1~~1 1

0+00

5.0'

3. 0
'

5. 0
'

6.1'
HA
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SALLY STREET

6.0'

6.0'
1 3
.
2 '
11 .
5 '

6. 2
'
11 .
5 '

6. 0
'

4. 0
'
TY
P
.

R2' (TYP.)16.0' (TYP.)

2.7'
2 .
0 '

3.0'
10 .
9 '

10.0'
5+00 6+00

3. 0
'

5. 8
'

3.0'

3.2'

3.0'

5.0'

SALLY STREET
HA
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6.0'

6. 0
'

5. 0
'

5.0'

5. 0
'

5. 5
'

5. 0
'

4.2 '

0.5'

6.0'

11.1'
11 .
8 '
10 .
9 '

12.5'

2.1'

2. 9
'

2.1'
3 .
0 '

2.1'

10.9'

11.3'
11 .
3 '
11 .
6 '

10.4'

2. 0
'
4637 CHABOT DRIVE, STE 300 PLEASANTON, CA 94588
PHONE: 925-398-4840
WWW.KIMLEY-HORN.COM

SALLY STREET

TRAFFIC CALMING
(CIP 2201)

CALIFORNIAHOLLISTER
197008113
03/25/2022
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
18 Pl
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DATE

KHA PROJECT
No.REVISIONS DATE BY

DRAWING NUMBER

SHEET NUMBER
OF
C-200

INTERSECTION DETAILS
N
O
R
T
H
NOTES

1. THE CONTRACTOR SHALL CALL USA AT LEAST 2 DAYS BEFORE

STARTING CONSTRUCTION FOR LOCATING UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS. VERIFY UTILITY LOCATIONS PRIOR TO PERFORMING WORK. THE CONTRACTOR SHALL TAKE DUE

PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES WITHIN AND

ADJACENT TO THE PROJECT AREA, INCLUDING BOTH THOSE SHOWN AND NOT SHOWN IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES.

2. TIE OUT ALL MANHOLES, WATER VALVE COVERS, CLEANOUTS, PULL BOXES, 5G BOXES, AND MONUMENTS, THEN PROVIDE DATA TO THE CITY REPRESENTATIVE 14 DAYS PRIOR TO ANY SURFACE TREATMENT.

3. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN A MINIMUM OF 14 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. DO NO START WORK WITHOUT TRAFFIC CONTROL PLAN APPROVED BY THE CITY.

4. CONTRACTOR SHALL PROTECT SURVEY MONUMENTS IN PLACE AND

SHALL NOTIFY THE CITY INSPECTOR IF ANY ARE IDENTIFIED WITHIN THE LIMITS OF THE WORK.

5. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING PAINT OR

THERMOPLASTIC OUTSIDE OF PAVEMENT REHABILITATION LIMITS, OR LIMITS OF PROPOSED STRIPING AS SHOWN ON STRIPING SHEETS.

6. TREATMENT AND EXACT LIMITS SHALL BE MARKED AND CONFIRMED, IN THE FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION.

7. SEE STRIPING SHEETS FOR STRIPING AND PAVEMENT MARKING PLANS.

8. OBLITERATE ALL EXISTING STRIPING AND CLEAN EXISTING SURFACE WITHIN WORK LIMITS PRIOR TO WORK.

9. AT LOCATIONS WHERE R/W IS NOT IDENTIFIED, EXISTING BACK OF WALK SHALL BE ASSUMED AS RIGHT OF WAY LIMITS.

10. CONTRACTOR TO VERIFY ALL DEPTHS AND LOCATIONS OF UTILITIES

PRIOR TO CONSTRUCTION AND NOTIFY CITY ENGINEER OF ANY
POTENTIAL CONFLICTS.

11. UNLESS OTHERWISE NOTED, PEDESTRIAN CURB RAMPS TO BE CONSTRUCTED PER 2018 CALTRANS RSP A88A.

12. EXISTING SURFACE EQUIPMENT (TRAFFIC SIGNAL POLES, BOXES, FIRE HYDRANTS, JOINT UTILITY POLES, ETC.) TO REMAIN UNLESS OTHERWISE NOTED.

LEGEND

EXISTING SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING WATER LINE

PROPOSED WATER LINE

BENCHMARK NOTE
HORIZONTAL CONTROL IS NAD 83 CALIFORNIA STATE PLANE ZONE 4 BASED ON GPS

MEASUREMENTS AND POST PROCESSING WITH NATIONAL GEODETIC SURVEY'S ONLINE POSITIONING USER SERVICE.

VERTICAL CONTROL IS NAVD 88 BASED ON GPS MEASUREMENTS AND POST

PROCESSING WITH NATIONAL GEODETIC SURVEY'S ONLINE POSITIONING USER SERVICE REFERENCING THE LATEST GEIOD MODEL.

POINTS 2 AND 7 IN THE CAD FILE WERE MEASURED WITH GPS AND POST PROCESSED TO CREATE A BASE LINE ON NAD 83.

EXISTING UTILITY NOTE
THE EXISTING UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLERECORDS. THE CONTRACTOR MUST FIELD DETERMINE THE LOCATION ANDDEPTH OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION. REPORTDISCREPANCIES AND POTENTIAL CONFLICTS WITH PROPOSED UTILITIES TOENGINEER PRIOR TO INSTALLATION OF ANY PIPING.

MANY EXISTING UNDERGROUND UTILITIES EXISTIN THE AREA. THE UTILITIES SHOWN ON THISPLAN ARE FROM SURVEY AND AVAILABLE PLANSONLY - THE INFORMATION IS VERY UNLIKELY TOBE COMPLETE OR PRECISE. THE CONTRACTORIS RESPONSIBLE FOR DETERMINING THEHORIZONTAL AND VERTICAL LOCATION OF ALLUTILITIES SHOWN OR NOT SHOWN PRIOR TOCONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR ANY REPAIRS TO UTILITIESDUE TO DAMAGE DURING CONSTRUCTIONCONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES ON THE PLANS.

CAUTION!!

SAWCUT/PAVEMENT CONFORM PER
CITY OF HOLLISTER DETAIL A-6

SALLY STREET AND HAWKINS STREET A SALLY STREET AND HAYDON STREET B

CONSTRUCTION NOTES

EXISTING HARDSCAPE
PROP. HMA PAVEMENT (12" DEPTH)
LIMITS. MATCH EX. STREET SECTION

MEDIAN CURB
6 PROPOSED VALVE

PROPOSED TEE WITH THRUST BLOCKER
PROPOSED 90 DEG BEND WITH THRUST

BLOCKER

EXISTING WATER METER

EXISTING FIRE HYDRANT

EXISTING UTILITY POLE

PROTECT IN PLACE

EXISTING GAS LINE

EXISTING SURVEY MONUMENT

EXISTING STORM DRAIN MANHOLE

EXISTING SEWER MANHOLE

EXISTING WATER VALVE

TRAFFIC CIRCLE

DEMOLITION NOTES

EXISTING LANDSCAPE
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0 CONSTRUCT CASE B RAMP; PER CITY OF HOLLISTER STANDARD PLAN A-9-1. LIMITS OF WORK TO MATCH EXISTING BACK-OF-SIDEWALK

UNLESS OTHERWISE NOTED ON PLAN
0 MATCH EXISTING SIDEWALK AT NEAREST FULL PANEL PER CITY OF HOLLISTER STANDARD PLAN A-9-1 AND A-9-2
0 PROTECT IN PLACE EXISTING SIDEWALK
0 DEMOLISH EXISTING RAMP AND SIDEWALK AND INSTALL NEW SIDEWALK 0 CONSTRUCT CASE G RAMP; PER CITY OF HOLLISTER STANDARD PLAN A-9-1. LIMITS OF WORK TO MATCH EXISTING BACK-OF-SIDEWALK

UNLESS OTHERWISE NOTED ON PLAN
© DETECTABLE WARNING TRUNCATED DOMES PER DETAIL 1, SHEET C-003
0 CONSTRUCT RUBBER CURB MEDIAN ISLAND PER DETAIL 6, SHEET C-003
@ ADJUST MANHOLE TO GRADE
@ ADJUST SURVEY MONUMENT TO GRADE
0 EXISTING UTILITY BOX
® EXISTING INLET
0 EXISTING LIGHT POLE
© EXISTING FIRE HYDRANT
0 EXISTING SIGN
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4637 CHABOT DRIVE, STE 300 PLEASANTON, CA 94588
PHONE: 925-398-4840
WWW.KIMLEY-HORN.COM

SALLY STREET

TRAFFIC CALMING
(CIP 2201)

CALIFORNIAHOLLISTER
197008113
03/25/2022
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
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INTERSECTION DETAILS
N
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R
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BENCHMARK NOTE

MANY EXISTING UNDERGROUND UTILITIES EXIST
IN THE AREA. THE UTILITIES SHOWN ON THIS

PLAN ARE FROM SURVEY AND AVAILABLE PLANS

ONLY - THE INFORMATION IS VERY UNLIKELY TO
BE COMPLETE OR PRECISE. THE CONTRACTOR

IS RESPONSIBLE FOR DETERMINING THE

HORIZONTAL AND VERTICAL LOCATION OF ALL

UTILITIES SHOWN OR NOT SHOWN PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY REPAIRS TO UTILITIES

DUE TO DAMAGE DURING CONSTRUCTION

CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES ON THE PLANS.

CAUTION!!

SALLY STREET AND OLIVE STREET C

CONSTRUCTION NOTES

SALLY STREET AND PALM STREET D

SALLY STREET AND NASH ROAD E
7 PROTECT IN PLACE NOTES