1. Contractor may propose other record management and identification systems or protocols, intended to facilitate orderly transmittal of project information, storage and retrieval of such information, which Owner will review consistent with these stated objectives, and accept or reject in its sole discretion.
B. Documents Requiring Signatures. All documents requiring signatures for approval prior to implementing action, as stipulated in other portions of Contract Documents, shall require a manually signed, serialized letter delivered to the other party at its address for notice otherwise specified in the Contract Documents, either personally or by mail.
C. Electronic data transfer of such correspondence will serve to expedite preliminary concurrence of information, only. Receipt of “hard copy” signature on forms is required prior to implementing action or work as the conditions may require. For example, change orders and authorizations for extra cost, require signatures. A party may acknowledge receipt of PDF copies of required correspondence by e-mail, but in the absence of such acknowledgment, mail or personal delivery is required.
D. All emails shall be copied to Owner’s and Contractor’s Project Representative. Owner reserves the right to preclude e-mail communication, in whole or in part, as Project needs may require.
Communication between Owner and Contractor shall not be via Twitter, Facebook, or other types of instant text message systems. Any such communications shall be inadmissible for any purpose related to this Contract.
14.04 Suspension Of Work
A. Owner may, without cause, order Contractor in writing to suspend, delay or interrupt Work in whole or in part for such period of time as Owner may determine. An adjustment shall be made for increases in cost of performance of Work of the Contract Documents caused by any such suspension, delay or interruption, calculated using the measures set forth in Section 01 2600 (Modification Procedures). No adjustment shall be made to extent that performance is, was or would have been so suspended, delayed or interrupted by another cause for which Contractor is responsible.
14.05 Termination Of Contract For Cause
A. The Contractor shall be in default of the Contract Documents and Owner may terminate the Contractor's right to proceed under the Contract Documents, for cause, in whole or in part, should the Contractor commit a material breach of the Contract Documents and not cure such breach within ten (10) calendar days of the date of notice from Owner to the Contractor demanding such cure; or, if such breach is curable but not curable within such ten (10) day period, within such period of time as is reasonably necessary to accomplish such cure. (In order for the Contractor to avail itself of a time period in excess of 10 calendar days, the Contractor must provide Owner within the ten (10) day period with a written plan acceptable to Owner that demonstrates actual resources, personnel and a schedule to promptly to cure said breach, and then diligently commence and continue such cure according to the written plan).
B. In the event of termination by Owner for cause as provided herein, the Contractor shall deliver to Owner possession of the Work in its then condition, including but not limited to, all designs, engineering, Project records, cost data of all types, plans and specifications and contracts with vendors and subcontractors, all other documentation associated with the Project, and all Packet Page 374
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General Conditions 00 7200 - 23 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
construction supplies and aids dedicated solely to performing the Work which, in the normal course of construction, would be consumed or only have salvage value at the end of the construction period. The Contractor shall remain fully liable for the failure of any Work completed and materials and equipment provided through the date of such termination to comply with the provisions of the Contract Documents. The provisions of this Section shall not be interpreted to diminish any right which Owner may have to claim and recover damages for any breach of the Contract Documents or otherwise, but rather, the Contractor shall compensate Owner for all loss, cost, damage, expense, and/or liability suffered by Owner as a result of such termination and/or failure to comply with the Contract Documents.
C. In the event a termination for cause is later determined to have been made wrongfully or without cause, then the termination shall be treated as a termination for convenience, and the Contractor shall have no greater rights than it would have had following a termination for convenience. Any Contractor claim arising out of a termination for cause shall be made in accord with Article 12 herein. No other loss, cost, damage, expense or liability may be claimed, requested or recovered by the Contractor.
14.06 Termination Of Contract For Convenience
A. Owner may terminate performance of the Work under the Contract Documents in accordance with this clause in whole, or from time to time in part, whenever Owner shall determine that termination is in Owner’s best interest. Termination shall be effected by Owner delivering to the Contractor notice of termination specifying the extent to which performance of the Work under the Contract Documents is terminated, and the effective date of the termination.
B. Contractor shall comply strictly with Owner’s direction regarding the effective date of the termination, the extent of the termination, and shall stop work on the date and to the extent specified.
C. Contractor shall be entitled to a total payment on account of the Contract work so terminated measured by (i.) the actual cost to Contractor of Work actually performed, up to the date of the termination, with profit and overhead limited to twelve percent (12%) of actual cost of work performed, up to but not exceeding the actual contract value of the work completed as measured by the Schedule of Values and Progress Schedule, (ii.) offset by payments made and other contract credits. In connection with any such calculation, however, Owner shall retain all rights under the Contract Documents, including but not limited to claims, indemnities, or setoffs.
D. Under no circumstances may Contractor recover legal costs of any nature, nor may Contract recover costs incurred after the date of the termination.
14.07 Contingent Assignment Of Subcontracts
A. Contractor hereby assigns to Owner each Subcontract for a portion of the Work, provided that:
1. The assignment is effective only after Owner’s termination of Contractor’s right to proceed under the Contract Documents (or portion thereof relating to that Subcontract) as set forth herein.
2. The assignment is effective only for the Subcontracts which Owner expressly accepts by notifying the Subcontractor in writing;
3. The assignment is subject to the prior rights, if any, of the Surety, obligated by Document 00 6113.13 (Construction Performance Bond) provided under the Contract Documents, where the Surety exercises its rights to complete the Contract;
4. After the effectiveness of an assignment, Contractor shall, at its sole cost and expense (except as otherwise provided in this Document 00 7200), sign all instruments and take all actions reasonably requested by Owner to evidence and confirm the effectiveness of the assignment in Owner; and
5. Nothing in this Paragraph shall modify or limit any of Contractor’s obligations to Owner arising from acts or omissions occurring before the effectiveness of any Subcontract assignment, including but not limited to all defense, indemnity and hold-harmless obligations arising from or related to the assigned Subcontract.
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General Conditions 00 7200 - 24 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
14.08 Remedies And Contract Integration
A. Subject to Contract Documents provisions regarding Contractor claims, claim review, and claim resolution, and subject to the limitations therein, the exclusive jurisdiction and venue for resolving all claims, counter claims, disputes and other matters in question between Owner and Contractor arising out of or relating to Contract Documents, any breach thereof or the Project shall be the applicable court of competent jurisdiction located in the State and County where the Project is located. All Owner remedies provided in the Contract Documents shall be taken and construed as cumulative and not exclusive; that is, in addition to each and every other remedy herein provided; and in all instances Owner shall have any and all other equitable and legal rights and remedies which it would have according to law.
B. The Contract Documents, any Contract Modifications and Change Orders, shall represent the entire and integrated agreement between Owner and Contractor regarding the subject matters hereof and thereof and shall constitute the exclusive statement of the terms of the parties’ agreement. The Contract Documents, and any Contract Modifications and Change Orders, shall supersede any and all prior negotiations, representations or agreements, written or oral, express or implied, that relate in any way to the subject matter of the Contract Documents or written Modifications. Owner and Contractor represent and agree that, except as otherwise expressly provided in the Contract Documents, they are entering into the Contract Documents and any subsequent written Modification in sole reliance upon the information set forth or referenced in the Contract Documents or Contract Modifications; the parties are not and will not rely on any other information, which shall be inadmissible in any proceeding to enforce these documents.
C. Either party’s waiver of any breach or failure to enforce any of the terms, covenants, conditions or other provisions of the Contract Documents at any time shall not in any way affect, limit, modify or waive that party’s right thereafter to enforce or compel strict compliance with every term, covenant, condition or other provision hereof, any course of dealing or custom of the trade or oral representations notwithstanding.
D. Neither acceptance of the whole or any part of Work by Owner nor any verbal statements on behalf of Owner or its authorized agents or representatives shall operate as a waiver or modification of any provision of the Contract Documents, or of any power reserved to Owner herein nor any right to damages provided in the Contract Documents.
14.09 Interpretation.
A. Should any part, term or provision of this Agreement or any of the Contract Documents, or any document required herein or therein to be executed or delivered, be declared invalid, void or unenforceable, all remaining parts, terms and provisions shall remain in full force and effect and shall in no way be invalidated, impaired or affected thereby. If the provisions of any law causing such invalidity, illegality or unenforceability may be waived, they are hereby waived to the end that this Agreement and the Contract Documents may be deemed valid and binding agreements, enforceable in accordance with their terms to the greatest extent permitted by applicable law. In the event any provision not otherwise included in the Contract Documents is required to be included by any applicable law, that provision is deemed included herein by this reference (or, if such provision is required to be included in any particular portion of the Contract Documents, that provision is deemed included in that portion).
B. Contract Documents shall not be construed to create a contractual relationship of any kind between (1) Project Manager or any Owner’s representative and Contractor; (2) Owner and/or its Representatives and a Subcontractor, sub-Subcontractor, or supplier of any Project labor, materials, or equipment; or (3) between any persons or entities other than Owner and Contractor.
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General Conditions 00 7200 - 25 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
14.10 Patents
A. Fees or claims for any patented invention, article or arrangement that may be used upon or in any manner connected with performance of the Work or any part thereof shall be included in the Bid price for doing the Work. Contractor shall defend, indemnify and hold harmless Owner and each of its officers, employees, consultants and agents, including, but not limited to, the Board and each Owner’s Representative, from all damages, claims for damages, costs or expenses in law or equity, including attorney’s fees, arising from or relating to any claim that any article supplied or to be supplied under the Contract Documents infringes on the patent rights, copyright, trade name, trademark, service mark, trade secret or other intellectual property right of any person or persons or that the person or entity supplying the article does not have a lawful right to sell the same. Such costs or expenses for which Contractor agrees to indemnify and hold harmless the above indemnities include but are not limited to any and all license fees, whether such fees are agreed by any indemnitee or ordered by a court or administrative body of any competent jurisdiction.
14.11 Substitution For Patented And Specified Articles
A. Except as noted specifically in the instructions to Bidders or in Contract Documents, whenever in Specifications, material or process is designated by patent or proprietary name or by name of manufacturer, such designation shall be deemed to be used for purpose of facilitating description of material and process desired, and shall be deemed to be followed by the words “or Approved Equal” and Contractor may offer any substitute material or process that Contractor considers “equal” in every respect to that so designated and if material or process offered by Contractor is, in opinion of Owner, Equal in every respect to that so designated, its use will be approved. However, Contractor may utilize this right only by timely submitting Document 00 6325 (Substitution Request Form) as provided in Document 00 2113 (Instructions to Bidders). A substitution will be approved only if it is a true “or equal” item in every aspect of its design and quality, including but not limited to its dimensions, weights, service requirements, durability, functioning, impact on contiguous construction elements, overall schedule and design.
14.12 Interest Of Public Officers
A. No representative, officer, or employee of Owner no member of the governing body of the locality in which the Project is situated, no member of the locality in which Owner was activated, and no other public official of such locality or localities who exercises any functions or responsibilities with respect to the Project, during the tenure of the official or for one year thereafter, shall, as principal, agent, attorney or otherwise, be directly or indirectly interested, in the Contract Documents or the proceeds thereof.
14.13 Limit Of Liability
A. Owner, and each of its officers, board members, employees, consultants and agents including, but not limited to, project manager and each other owner representative, shall have no liability to contractor for special, consequential, or incidental damages, except to the limited extent that these contract documents or applicable public contracting statutes may specify their recovery.
ARTICLE 15 - WORKING CONDITIONS AND PREVAILING WAGES
15.01 Use Of Site/Sanitary Rules
A. All portions of the Work shall be maintained at all times in neat, clean and sanitary condition.
Contractor shall furnish toilets for use of Contractor’s and Subcontractors’ employees on the Site where needed, and their use shall be strictly enforced. All toilets shall be properly secluded from public observation, and shall be located, constructed and maintained subject to Owner’s approval.
B. Contractor shall confine construction equipment, the storage of materials and equipment and the operations of workers to the Site and land areas identified in and permitted by Contract Documents and other land and areas permitted by applicable laws and regulations, rights of way, permits and easements or as designated by Owner, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. Contractor shall assume full responsibility Packet Page 377
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General Conditions 00 7200 - 26 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
for any damage to any such land or area, any improvement located thereon, or to Owner or occupant thereof resulting from the performance of Work.
C. During the progress of the Work, Contractor shall keep the Site and the Project free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work, Contractor shall clean the site, remove all waste materials, rubbish and debris from and about the Site as well as all tools, appliances, construction equipment and machinery and surplus materials. Contractor shall leave the premises clean and ready for occupancy by Owner at Substantial Completion of Work. Contractor shall restore to original condition all property not designated for alteration by Contract Documents.
D. Contractor shall not load nor permit any part of any structure or pavement to be loaded in any manner that will endanger the structure or pavement, nor shall Contractor subject any part of Work or adjacent property to stresses or pressures that will endanger it. Contractor shall conduct all necessary existing conditions investigation regarding structural, mechanical, electrical or any other system existing, shall perform Work consistent with such existing conditions, and shall have full responsibility for insufficiencies or damage resulting from insufficiencies of existing systems, equipment or structures to accommodate performing the Work.
15.02 Protection Of Work, Persons, And Property
A. Contractor shall be responsible for initiating, maintaining and supervising all safety and site security precautions and programs in connection with Work, and shall develop and implement a site security and safety plan throughout construction. Contractor shall comply with all safety requirements specified in any safety program established by Owner, or required by state, federal or local laws and ordinances. Contractor shall be responsible for all theft or damage to Work, property or structures, and all injuries to persons, either on the Site or constituting the Work (e.g., materials in transit), arising from the performance of Work of the Contract Documents from a cause.
B. Contractor shall comply with all applicable laws and regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify Owners of adjacent property and of Underground Facilities and utility Owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property.
C. Contractor shall remedy all damage, injury or loss to any property referred to above in this Article, caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, supplier, or any other person or organization directly or indirectly employed by any of them to perform or furnish any Work or anyone for whose acts any of them may be liable. Contractor’s duties and responsibility for safety and for protection of Work shall continue until such time as all the Work is completed and Final Acceptance of the Work. Owner and its agents do not assume any responsibility for collecting any indemnity from any person or persons causing damage to Contractor’s Work.
D. Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs.
E. Owner may, at its option, retain such moneys due under the Contract Documents as Owner deems necessary until any and all suits or claims against Contractor for injury to persons or property shall be settled and Owner receives satisfactory evidence to that effect.
F. Work within the right-of-way lines of the city and/or Owner and/or State shall be done in accordance with the standards and specifications of the controlling agency. Permit for such work shall be obtained and paid for by the Contractor before executing the work within such right-of-ways.
15.03 Responsibility For Safety And Health
A. Contractor shall ensure that its and each tier of Subcontractors’ employees, agents and invitees comply with applicable health and safety laws while at the Site. These laws include the Occupational Safety and Health Act of 1970 and rules and regulations issued pursuant thereto, and Owner’s safety regulations as amended from time to time. Contractor shall comply with all Owner directions regarding protective clothing and gear.
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General Conditions 00 7200 - 27 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
B. Contractor shall be fully responsible for the safety of its and its Subcontractors’ employees, agents and invitees on the Site. Contractor shall notify Owner, in writing, of the existence of hazardous conditions, property or equipment at the Site that are not under Contractor’s control. Contractor shall be responsible for taking all the necessary precautions against injury to persons or damage to the property of Contractor, Subcontractors or persons from recognized hazards until the responsible party corrects the hazard.
C. Contractor shall confine all persons acting on its or its Subcontractors’ behalf to that portion of the Site where Work under the Contract Documents is to be performed, Owner-designated routes for ingress and egress thereto, and any other Owner-designated area. Except those routes for ingress and egress over which Contractor has no right of control, within such areas, Contractor shall provide safe means of access to all places at which persons may at any time have occasion to be present.
15.04 Emergencies
A. In emergencies affecting the safety or protection of persons or Work or property at the Site or adjacent thereto, Contractor, without special instruction or authorization from Owner, is obligated to act to prevent threat and damage, injury or loss, until directed otherwise by Owner. Contractor shall give Owner prompt written notice if Contractor believes that any significant changes in Work or variations from Contract Documents have been caused thereby. If Owner determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order or Construction Change Directive will be issued to document the consequences of such action.
15.05 Use Of Roadways And Walkways
A. Contractor shall not unnecessarily interfere with use of any roadway, walkway or other facility for vehicular or pedestrian traffic. Before beginning any interference and only with Owner’s prior concurrence, Contractor may provide detour or temporary bridge for traffic to pass around or over the interference, which Contractor shall maintain in satisfactory condition as long as interference continues. Unless otherwise provided in the Contract Documents, Contractor shall bear the cost of these temporary facilities.
15.06 Nondiscrimination
A. No person or entity shall discriminate in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sexual preference, or gender of such persons, except as provided in Section 12940 of the California Government Code. Every contractor for public works violating the provisions of Section 1735 of the California Labor Code is subject to all the penalties imposed for a violation of Chapter 1, Part 7, Division 2 of the California Labor Code.
15.07 Registration
A. Each bidder and any subcontractor listed in a bid proposal pursuant to California Public Contract Code Section 4104, must be currently registered with the Department of Industrial Relations and qualified to perform public work consistent with California Labor Code section 1725.5, except in limited circumstances as referenced in California Labor Code section 1771.1(a). No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.
15.08 Prevailing Wages And Working Hours
A. Contractor shall pay to persons performing labor in and about Work provided for in the Contract Documents an amount equal to or more than the general prevailing rate of per diem wages for (1) work of a similar character in the locality in which the Work is performed and (2) legal holiday and overtime work in said locality. The per diem wages shall be an amount equal to or more than the stipulated rates contained in a schedule that has been ascertained and determined by the Director Packet Page 379
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General Conditions 00 7200 - 28 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
of the State Department of Industrial Relations and Owner to be the general prevailing rate of per diem wages for each craft or type of workman or mechanic needed to execute this Contract.
Contractor shall also cause a copy of this determination of the prevailing rate of per diem wages to be posted at each Site.
B. Contractor shall forfeit, as a penalty to Owner, Fifty Dollars ($50.00) for each laborer, workman, or mechanic employed in performing labor in and about the Work provided for in the Contract Documents for each Day, or portion thereof, that such laborer, workman or mechanic is paid less than the said stipulated rates for any Work done under the Contract Documents by him or her or by any Subcontractor under him or her, in violation of Articles 1 and 2 of Chapter 1 of Part 7 of Division II of the California Labor Code. The sums and amounts which shall be forfeited pursuant to this Paragraph and the terms of the California Labor Code shall be withheld and retained from payments due to Contractor under the Contract Documents, pursuant to this Document 00 7200 and the California Labor Code, but no sum shall be so withheld, retained or forfeited except from the final payment without a full investigation by either the State Department of Industrial Relations or by Owner. The Labor Commissioner pursuant to California Labor Code §1775 shall determine the final amount of forfeiture.
C. Contractor shall insert in every subcontract or other arrangement which Contractor may make for performance of Work or labor on Work provided for in the Contract, provision that Subcontractor shall pay persons performing labor or rendering service under subcontract or other arrangement not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the Work is performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work fixed in the California Labor Code.
D. Contractor stipulates that it shall comply with all applicable wage and hour laws, including without limitation, California Labor Code §§ 1776 and 1810-1815. Failure to so comply shall constitute a default under this Contract.
E. Contractor and its Subcontractors shall be responsible for compliance with Labor Code §§ 1810- 1815.
1. Eight hours of labor performed in execution of the Contract constitutes a legal day’s work.
The time of service of any workman employed on the Project is limited and restricted to 8 hours during any one calendar day, and 40 hours during any one calendar week.
2. Contractor and its Subcontractors shall keep an accurate record showing the name of and actual hours worked each calendar day and each calendar week by each worker employed by him or her in connection with the Project. The record shall be kept open at all reasonable hours to the inspection Owner and to the Division of Labor Standards Enforcement.
3. Contractor or its Subcontractors shall, as a penalty to Owner, forfeit twenty-five dollars ($25) for each worker employed in the execution of the Contract Documents by the respective Contractor or Subcontractor for each calendar day during which the worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Labor Code §§ 1810-1815.
4. Work performed on the Project by employees of Contractor or its Subcontractors in excess of 8 hours per day, and 40 hours during any one week, shall be permitted upon compensation for all hours worked in excess of 8 hours per day at not less than 1 1/2 times the basic rate of pay.
F. Contractor and its Subcontractors shall be responsible for compliance with Labor Code Section 1776.
1. Contractor and Subcontractors must keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the Work of the Contract Documents. Each payroll record shall contain or be verified by a written declaration as required by Labor Code Section 1776.
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General Conditions 00 7200 - 29 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
2. The payroll records enumerated above must be certified and shall be available for inspection at all reasonable hours at the principal office of the Contractor as required by Labor Code Section 1776.
a. Contractor shall inform Owner of the location of records enumerated above, including the street address, city and county, and shall, within five working days, provide a notice of a change of location and address.
b. Contractor or Subcontractor has 10 days in which to comply subsequent to receipt of a written notice requesting the records enumerated above. In the event that the Contractor or Subcontractor fails to comply with the ten-day period, he or she shall, as a penalty to Owner on whose behalf the contract is made or awarded, forfeit $100.00 for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. Contractor is not subject to a penalty assessment pursuant to this Paragraph due to the failure of a Subcontractor to comply with this Paragraph.
3. Contractor at Owner’s request shall, also deliver certified payrolls to Owner with each Application for Payment as set forth above in this Document 00 7200 (General Conditions).
15.09 Compliance Monitoring By Department of Industrial Relations A. This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
15.10 Environmental Controls
A. Contractor shall comply with all rules, regulations, ordinances, and statutes that apply to any Work performed under the Contract Documents including, without limitation, any toxic, water, stormwater management and soil pollution controls and air pollution controls specified in California Government Code §11017. Contractor shall be responsible for insuring that Contractor’s Employees, Subcontractors, and the public are protected from exposure to airborne hazards or contaminated water, soil, or other toxic materials used during or generated by activities on the Site or associated with the Project.
15.11 Shoring Safety Plan
A. Any conflict between this Paragraph and Division 2 of the Specifications shall be resolved in favor of the most stringent requirement.
B. At least five Days in advance of any excavation five feet or more in depth, Contractor shall submit to Owner a detailed plan showing the shoring, bracing and sloping design (including calculations) and other provisions to be made for worker protection from the hazard of caving ground during the excavation, as required by California Labor Code §6705. A civil or structural engineer registered in California shall prepare and sign any plan that varies from the shoring system standards established by the State Construction Safety Orders.
C. During the course of Work, Contractor shall be responsible for determining where sloping, shoring, and/or bracing is necessary and the adequacy of the design, installation, and maintenance of all shoring and bracing for all excavation, including any excavation less than five feet in depth.
Contractor will be solely responsible for any damage or injuries that may result from excavating or trenching. Owner’s acceptance of any drawings showing the shoring or bracing design or Work schedule shall not relieve Contractor of its responsibilities under this Paragraph.
D. Appoint a qualified supervisory employee who shall be responsible to determine the sloping or shoring system to be used depending on local soil type, water table, stratification, depth, etc.
END OF DOCUMENT
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May 2025
Supplementary Conditions
lnsurance and lndemnification
00 7316 - 1 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
DOCUMENT 00 7316
SUPPLEMENTARY CONDITIONS – INSURANCE AND INDEMNIFICATION ARTICLE 1 - INSURANCE
1.01 At or before the date specified in Document 00 2113 (Instructions to Bidders), Contractor shall furnish to the City of Seaside (“Owner”) satisfactory proof that Contractor has taken out for the entire period covered by the Contract the following classes of insurance in the form and with limits and deductibles specified below, unless otherwise specified in Contract Documents:
A. Comprehensive General Liability Insurance covering claims for personal injury, bodily injury and property damage arising out of the Work and in a form providing coverage not less than that of a Standard Commercial General Liability lnsurance policy (“Occurrence Form”). Such insurance shall provide for all operations and include independent contractors, products liability, completed operations for one year after Final Completion and acceptance of the final payment for the Work, contractual liability, and coverage for explosion, collapse, and underground hazards. The limits of such insurance shall not be coverage of less than $2,000,000 each occurrence, $4,000,000 general aggregate limit, and $4,000,000 aggregate for products and completed operations. The policies shall be endorsed to provide Broad Form Property Damage Coverage.
B. Comprehensive Automobile Liability lnsurance covering all owned, non-owned, and hired vehicles.
Such insurance shall provide coverage not less than the standard Comprehensive Automobile Liability policy with limits not less than $1,000,000 each person Bodily lnjury, $1,000,000 each occurrence Bodily lnjury, and $1,000,000 each occurrence Property Damage.
C. All-Risk Course of Construction lnsurance including damage to property owned by Owner, Contractor or third parties caused by fire. lnsurance shall be in the amount of 100 percent of the completed value of the Work to be performed under this Contract. Deductible shall not exceed $10,000.00. Each loss shall be borne by Contractor.
D. Workers’ Compensation lnsurance for all persons whom the Contractor may employ in carrying out Work contemplated under Contract Documents, in accordance with the Act of Legislature of State of California, known as “Workers’ Compensation lnsurance and Safety Act,” approved May 26, 1913, and all acts amendatory or supplemental thereto, in the statutory amount.
E. [Option] Environmental lmpairment Liability lnsurance covering bodily injury and property damage utilizing an occurrence policy form, in an amount no less than [$1,000,000] combined single limit for each occurrence.
1.02 All policies of insurance shall be placed with insurers acceptable to Owner. The insurance underwriter(s) for all insurance policies except Workers’ Compensation shall have an A. M. Best Company rating of [A-, VIII] or better, unless otherwise specified in Contract Documents. Required minimum amounts of insurance may be increased should conditions of Work, in opinion of Owner, warrant such increase. Contractor shall increase required insurance amounts upon direction by Owner.
1.03 Required Endorsements: The policies required under Document 00 7200 (General Conditions) and this Document 00 7316 shall be endorsed as follows:
A. Name Owner, its elected and/or appointed governing body and boards, employees, representatives, consultants, and agents, and Project Manager as additional insureds, but only with respect to liability arising out of the activities of the named insured.
B. Each such policy shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limit of the insurance company’s liability required hereunder.
Should any of the policies identified herein contain a “cross-suits” exclusion, such exclusion must not apply to any additional insureds.
C. lnsurance shall be primary to Owner and no other insurance or self-insured retention carried or held by Owner shall be called upon to contribute to a loss covered by insurance for the named insured.
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Supplementary Conditions
lnsurance and lndemnification
00 7316 - 2 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
1.04 Certificates of insurance and endorsements shall have clearly typed thereon Owner Contract Number and title of Contract Documents. Written notice of cancellation, non-renewal, or reduction in coverage of any policy shall be mailed to Owner (Attention: Owner Risk Manager / Purchasing Agent) at the address listed in Document 00 5200 (Agreement), 60 Days in advance of the effective date of the cancellation, non-renewal, or reduction in coverage. Written notice of cancellation for non-payment shall be mailed within 10 Days of cancellation. Contractor shall maintain insurance in full force and effect during entire period of performance of Contract Documents. Contractor shall keep insurance in force during warranty and guarantee periods, except that Contractor may discontinue All-Risk Course of Construction lnsurance after Final Payment. At time of making application for extension of time, and during all periods exceeding the Contract Time resulting from any cause, Contractor shall submit evidence that insurance policies will be in effect during requested additional period of time. Upon Owner’s request, Contractor shall submit to Owner, within 30 Days, copies of the actual insurance policies or renewals or replacements.
1.05 Contractor shall pay all insurance premiums, including any charges for required waivers of subrogation or the endorsement of additional insureds. lf Contractor fails to maintain insurance, Owner may take out comparable insurance, and deduct and retain amount of premium from any sums due Contractor under Contract Documents.
1.06 lf injury occurs to any employee of Contractor, Subcontractor or sub-subcontractor for which the employee, or the employee’s dependents in the event of employee’s death, is entitled to compensation from Owner under provisions of the Workers’ Compensation lnsurance and Safety Act, as amended, or for which compensation is claimed from Owner, Owner may retain out of sums due Contractor under Contract Documents, amount sufficient to cover such compensation, as fixed by the Act, as amended, until such compensation is paid, or until it is determined that no compensation is due. lf Owner is compelled to pay compensation, Owner may, in its discretion, either deduct and retain from the Contract Sum the amount so paid, or require Contractor to reimburse Owner.
1.07 Nothing herein shall be construed as limiting in any way the extent to which Contractor or any Subcontractor may be held responsible for payment of damages resulting from their operations.
1.08 All Subcontractors shall maintain the same insurance required to be maintained by Contractor with respect to their portions of the Work unless otherwise indicated in Contract Documents, and Contractor shall cause the Subcontractors to furnish proof thereof to Owner within ten Days of Owner’s request.
1.09 The following provisions apply to any licensed professional engaged by Contractor to perform portions of the Work (“Professional”).
A. Each Professional shall maintain the following insurance, unless otherwise specified in Contract Documents:
1. Professional Liability lnsurance, insuring against professional errors and omissions arising from Professional’s Work on the Project, in an amount not less than [$1,000,000] combined single limit for each occurrence. lf Professional cannot provide an occurrence policy, Professional shall provide insurance covering claims made as a result of performance of Work on this Project and shall maintain such insurance in effect for not less than two years following Final Completion of the Project.
2. Professional shall satisfy all other provisions of this Document 00 7316 relating to that insurance, including without limitation providing required insurance certificates (containing the required endorsements) before commencing its Work on the Project.
Packet Page 383
May 2025
Supplementary Conditions
lnsurance and lndemnification
00 7316 - 3 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
ARTICLE 2 - RESPONSIBILITY OF CONTRACTOR AND INDEMNIFICATION
2.01 Owner and each of its officers, employees, consultants and agents including, but not limited to, the Board, Project Manager and each Owner’s Representative, shall not be liable or accountable in any manner for loss or damage that may happen to any part of the Work; loss or damage to materials or other things used or employed in performing the Work; injury, sickness, disease, or death of any person; or damage to property resulting from any cause whatsoever except their sole negligence, willful misconduct or active negligence, attributable to performance or character of the Work, and Contractor releases all of the foregoing persons and entities from any and all such claims.
2.02 To the furthest extent permitted by law (including without limitation California Civil Code §2782), Contractor shall assume defense of, and indemnify and hold harmless, Owner and each of its officers, employees, consultants and agents, including but not limited to the Board, Project Manager and each Owner’s Representative, from claims, suits, actions, losses and liability of every kind, nature and description, including but not limited to claims and fines of regulatory agencies and attorney’s fees and consultant’s fees, directly or indirectly arising out of, connected with or resulting from performance of the Work, failure to perform the Work, or condition of the Work which is caused in whole or part by any act or omission of Contractor, Subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, resulting from any cause whatsoever except their sole negligence, willful misconduct or active negligence.
2.03 With respect to third-party claims against Contractor, Contractor waives any and all rights to any type of express or implied indemnity against Owner and each of its officers, employees, consultants and agents including, but not limited to Owner, the Board, Project Manager and each Owner’s Representative. Owner shall provide timely notice to Contractor of any third-party claim relating to the Contract Documents, in accordance with Section 9201 of the California Public Contract Code.
2.04 Approval or purchase of any insurance contracts or policies shall in no way relieve from liability nor limit the liability of Contractor, its Subcontractors of any tier, or the officers or agents of any of them.
2.05 To the furthest extent permitted by law (including, without limitation, Civil Code §2782), the indemnities, releases of liability and limitations of liability, claims procedures, and limitations of remedy expressed throughout Contract Documents shall apply even in the event of breach of Contract, negligence (active or passive), fault or strict liability of the party(ies) indemnified, released, or limited in liability, and shall survive the termination, rescission, breach, abandonment, or completion of the Work or the terms of the Contract Documents. lf Contractor fails to perform any of these defense or indemnity obligations, Owner may in its discretion back charge Contractor for Owner’s costs and damages resulting therefrom and withhold such sums from progress payments or other Contract moneys which may become due.
2.06 The indemnities in the Contract Documents shall not apply to any indemnified party to the extent of its sole negligence or willful misconduct; nor shall they apply to Owner or other indemnified party to the extent of its active negligence.
END OF DOCUMENT
Packet Page 384
May 2025
City of Seaside
Fort Ord Military Reservation Property
Deconstruction and Demolition Project
Phase 1B (Re-Bid)
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Packet Page 385
May 2025
Phase 1B(Re-Bid)
DOCUMENT 00 9113
ADDENDA
CONTRACT NUMBER xx-xx
CITY OF SEASIDE
FORT ORD MILITARY RESERVATION PROPERTY
DEMOLITION PROJECT
PHASE 1B
located in
SEASIDE, CALIFORNIA, 93955
[DOCUMENT TO BE COMPLETED AS ADDENDA DURING BID PERIOD]
END OF DOCUMENT
Addenda 00 9113 - 1 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
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DIVISION 1 GENERAL REQUIREMENTS
SECTION 011100
SUMMARY
PART 1 – GENERAL
1.01 SUMMARY
A. Section includes Summary of Work and Work Restrictions including:
1. Work Covered By Contract Documents
2. Bid Items
3. Time of Completion / Liquidated Damages
4. Work Sequence
5. Work Days and Hours
6. Shutdown for Discovery of Cultural Resources
7. Partial Occupancy/Utilization Requirements
8. Contractor Use of Site
9. Project Site Maintenance
10. Construction Staking and Monument Protection
11. Protection of Existing Structures and Underground Facilities
12. Actual Damages for Permit Violations
13. Protection of Existing Trees During Construction
14. Construction Water
15. Work Performed by the Owner
16. Conditions of Use
17. Contractor’s Responsibilities
1.02 WORK COVERED BY CONTRACT DOCUMENTS
Work comprises of the construction of Owner’s Fort Ord Military Reservation Property Demolition Project Phase 1B in Seaside, California.
This project includes the work to furnish all labor, services, material, tools, equipment, supplies, transportation, utilities, skills, and all other items and facilities necessary for the completion of the Fort Ord Military Reservation Property Demolition Project Phase 1B. The Work generally consists of decontamination, demolition, removal, and proper disposal of select buildings, structures, parking lots, improvements, utilities, and select vegetation located at:
a. Select portions of the Fire Station lot located at 4400 General Jim Moore Boulevard, south of Lightfighter Drive (440 sq-ft structure, 5,600 sq-ft of asphalt concrete pavement, miscellaneous Portland cement concrete improvements, and associated base materials);
b. The abandoned Fast Food Restaurant and its property located at 4401 General Jim Moore Boulevard and Gigling Road (4,000 sq-ft structure and 56,000 sq-ft asphalt concrete pavement, miscellaneous Portland cement concrete improvements, associated base materials) and onsite utility demolition and removal (water services, sewer laterals, gas service);
c. The parking lot ‘A’ located at the westerly corner of Gigling Road and Malmedy Road (159,000 sq-ft asphalt concrete pavement, miscellaneous Portland cement concrete improvements, associated base materials) and onsite utility demolition and removal (storm drains and water services); d. The ‘Surplus II’ area north of Gigling Road, and between Malmedy Road and Arhem Road (42,000 sqft of asphalt concrete pavement, miscellaneous Portland cement concrete improvements, associated base materials), and various utility service removals (water, gas, telecom, sewer, electrical) assumed to be abandoned-in-place previously as part of the previous structure demolition projects; e. The Chapel and associated parking lot to the west located at the intersection of Malmedy Road and north of Colonel Durham Street (11,000 sq-ft asphalt concrete and 15,000 sq-concrete pavement, Packet Page 387
miscellaneous Portland cement concrete improvements, associated base materials, 8,000 sq-ft structure) and onsite utility demolition and removal (storm drains, water services, sewer laterals, gas service, electrical service, telecom service);
f. The parking lot ‘B’ located between Arnhem Road and Parker Flats Cut Off Road to the west and east, and Gigling Road and Colonel Durham Street to the south and north (92,000 sq-ft of asphalt concrete pavement, miscellaneous Portland cement concrete improvements, and associated base materials), and onsite utility demolition and removal (storm drains); and g. The ‘East Parker Flats Cut Off Road Demolition Area” area and including the 6th Ave. Parking Lot, north of Gigling Road, and between Parker Flats Cut Off Road to the west and 6th Avenue to the east (142,000 sq-ft of asphalt concrete pavement, miscellaneous Portland cement concrete improvements, and associated base materials), and various utility service removals (water services and mains, sewer mains and manholes, gas services) assumed to be abandoned-in-place previously as part of previous structure demolition projects.
The demolition work shall include removal and disposal of the subject structures in their entirety to include roof structures, exterior walls, interior walls, concrete slabs and foundations, windows, doors, plumbing, mechanical, communications, and electrical systems. The site work includes removal and disposal of asphalt concrete parking lots, concrete, retaining walls, steps, excavation and backfill/fill, disconnection, capping, removal, and disposal of water, wastewater, gas, and electrical utilities, rough grading for mitigating safety concerns and facilitating drainage, and hydroseeding for final soil stabilization.
The Work includes hazardous materials removal and proper disposal, including asbestos, lead-based paint and/or materials, lead-containing paint, universal waste, suspect polychlorinated biphenyls (PCBs), and other hazardous materials. The Project footprint also includes asbestos cement pipe (ACP) on-site and below-grade. Proper handling of all hazardous materials including pressure treated wood, biohazards, refrigerants, chemicals, gases, etc. shall be the contractor’s responsibility.
A. The Work of this Contract comprises construction of all the Work indicated, described in the Specifications, or otherwise required by the Contract Documents. Unless provided otherwise in the Contract Documents, all risk of loss to Work covered by Contract Documents shall rest with Contractor until Final Acceptance of the Work. Cost of maintenance of systems and equipment prior to Final Acceptance will be considered as included in prices Bid and no direct or additional payment will be made therefore.
B. For all Bid items, furnish and install all Work indicated and described in Specifications and all other Contract Documents. Work and requirements applicable to each individual Bid item, or unit of Work, shall be deemed incorporated into the description of each Bid item (whether Lump Sum or Unit Price). Any Bid item may be deleted from the Work and Contract Sum, in total or in part, prior to or after award of Contract without compensation in any form or adjustment of other Bid items or prices therefore.
C. Allowance Work shall be done as Change Orders and as specified in Section 01 2600 (Modification Procedures). Identify Allowance Items (See Document 00 4113 [Bid Form]) work on the Progress Schedules and on Applications for Payment. The Amount given on Document 00 4113 (Bid Form) under each Allowance Item is the sum of money set aside for each Allowance Item. These amounts shall be included in the Contract Sum on the Bid Form. If the cost of Work done under any Allowance Item is less than the amount given on the Bid Form under that Allowance Item, the Contract Sum shall be reduced by the difference between the amount given in the Bid Form and the cost of Work actually done.
1.03 BID ITEMS
GENERAL:
Bid Item 1 – Mobilization, Bonds, Permits, Insurance, and Demobilization – The lump sum bid price for this item shall constitute full compensation for mobilization and demobilization including but not limited to equipment shipping and delivery, equipment set up, materials shipping and delivery, obtaining jurisdictional permits, trash cleanup and debris removal (onsite, existing), removal of equipment, and project closeout. The Mobilization/Demobilization bid item shall not be in excess of six percent (6%) of the total bid schedule. Twenty-five percent (25%) of the total Mobilization / Demobilization bid price shall be considered the cost of Demobilization and will not be paid until completion of the work.
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Bid Item 2 – Traffic Control Planning and Implementation – The lump sum bid price for this item shall constitute full compensation for traffic control, including but not limited to preparation of temporary traffic control plans and temporary traffic detour plans, notifying and managing public and safety personnel (fire, police), notifying and managing utility services of controls and detours, parking restrictions, and providing flagmen, warning signs, cones, warning devices and other such labor, materials, and equipment, including any incidentals to perform and complete the Work in accordance with the Contract Documents. Temporary traffic control plans and/or temporary detour plans shall be prepared and signed by a licensed civil engineer.
Bid Item 3 – SWPPP Implementation, QSP SWPPP Reporting, and Water Pollution and Erosion Control BMPs – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment for erosion control; preparation, reporting, and documentation as required for SWPPP implementation, including any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 4 – Subsurface Utility Location and Potholing – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 5 – Permit and Testing Allowance - Reimbursement for the Actual Cost of Required Permits and Laboratory Testing– This reimbursement allowance is designated for reimbursement of actual costs of construction permits and laboratory testing. Permit will be required from the Monterey Bay Air Resources District (MBARD).
FIRE STATION (SITE 02):
Bid Item 6 – Structure/Building 4403A Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 7 – Asphalt Concrete Pavement Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per square-foot of asphalt concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 8 – Concrete Hardscape Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per cubic-yard of Portland cement concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 9 – Removal and Disposal of Base Materials Associated with Bid Items 7 and 8 – The unit bid price for this item shall be measured by tonnage of base materials removed and disposed of as verified by weight tickets and/or waste manifests, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 10 – Electrical Service Disconnection, Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 11 – Remove Chain Link Fence and Motorized Gate – The unit bid price for this item shall be per linear-foot of fencing removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 12 – Remove Existing Gravel Stairs and Softscape – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 13 – Remove Existing Gravel Stairs – The unit bid price for this item shall be per square-foot of gravel removed, and shall constitute full compensation for labor, materials, and equipment, and any Packet Page 389
incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 14 – Temporary Tree Protection Fencing – The unit bid price for this item shall be per linearfoot of fencing installed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 15 – Sawcut Existing Pavement – The unit bid price for this item shall be per linear-foot of sawcut, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 16 – Construct Type "A" Hot Mix Asphalt Dike – The unit bid price for this item shall be per linear-foot of dike constructed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 17 – Trench Backfill, and Final Minor Site Grading and Preparation – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 18 – Hydroseeding – The unit bid price for this item shall be per square-foot of hydroseeding completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
FAST FOOD RESTAURANT (SITE 03):
Bid Item 19 – Abandoned Fast Food Restaurant Structure/Building Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 20 – Proper Removal and Disposal of Asbestos-Containing Materials Associated with Bid Item No. 19 – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 21 – Proper Removal and Disposal of Lead-Based Paint and Lead-Containing Materials Associated with the Fast Food Restaurant Site – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 22 – Abatement and Disposal of other Hazardous Materials (PCBs, Heavy Metals, etc.) – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 23 – Waste Characterization Sampling and Segregation Activities (Hazardous Materials), As Required by Law for Materials Associated with Bid Items 19 thru 22 – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 24 – Asphalt Concrete Pavement Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per square-foot of asphalt concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 25 – Concrete Hardscape Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per cubic-yard of Portland cement concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
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Bid Item 26 – Removal and Disposal of Base Materials Associated with Bid Items 24 and 25 – The unit bid price for this item shall be measured by tonnage of base materials removed and disposed of as verified by weight tickets and/or waste manifests, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 27 – Water System Utilities (Including Asbestos-Cement Piping) and Appurtenances Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 28 – Water Straight-Line Repair Connection – The unit bid price for this item shall be per each repair completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals, including MCWD requirements, to perform and complete the Work in accordance with the Contract Documents.
Bid Item 29 – Sanitary Sewer System Utilities and Appurtenances Disconnection, Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 30 – Cut & Plug Sewer Lateral – The unit bid price for this item shall be per each repair completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals, including MCWD requirements, to perform and complete the Work in accordance with the Contract Documents.
Bid Item 31 – Stormwater Utilities Disconnection, Demolition, Removal, and Proper Disposal, Including Onsite Drainage Inlets, Cleanouts, and Manholes – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 32 – Construct Storm Drain Manhole (Per Detail 231 on Sheet C-43) – The unit bid price for this item shall be per each storm drain manhole constructed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals required to perform and complete the Work in accordance with the Contract Documents.
Bid Item 33 – Onsite Gas Service Demolition, Removal, and Proper Disposal (Disconnection by Others - PG&E) – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 34 – Demolition, Removal, and Disposal of Existing HVAC, Telecommunications, and Electrical Equipment Associated with Bid Item No. 19 – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 35 – Removal of Existing Landscaping, Including Trees, Bushes, Shrubs, and Unknown Vegetation Within Demolition Extents – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 36 – Grease Interceptor Removal and Proper Disposal – The unit bid price for this item shall be per each grease interceptor or grease trap removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 37 – Parking Lot Lights Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be for each overhead parking light removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
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Bid Item 38 – CMU Trash Enclosure Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per linear-foot of CMU enclosure removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 39 – Remove Existing Bollards – The unit bid price for this item shall be per each bollard removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 40 – Sawcut Existing Pavement – The unit bid price for this item shall be per linear-foot of sawcut, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 41 – Construct Type "A" Hot Mix Asphalt Dike – The unit bid price for this item shall be per linear-foot of dike constructed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 42 – Trench Backfill, and Final Minor Site Grading and Preparation – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 43 – Hydroseeding – The unit bid price for this item shall be per square-foot of hydroseeding completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 44 – Temporary Tree Protection Fencing – The unit bid price for this item shall be per linearfoot of fencing installed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
PARKING LOT ‘A’ (SITE 04):
Bid Item 45 – Water System Utilities (Including Asbestos-Cement Piping) and Appurtenances Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 46 – Water Straight-Line Repair Connection per Detail 1 on Sheet C-42 – The unit bid price for this item shall be per each repair completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals, including MCWD requirements, to perform and complete the Work in accordance with the Contract Documents.
Bid Item 47 – Stormwater Utilities Demolition, Removal, and Proper Disposal, Including Onsite Drainage Inlets, Cleanouts, and Manholes – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 48 – Storm Drain Disconnection from Storm Drain Manhole per Detail 4 on Sheet C-42 – The unit bid price for this item shall be for each storm drain disconnection completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 49 – Parking Lot Lights Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be for each overhead parking light removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 50 – Asphalt Concrete Pavement Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per square-foot of asphalt concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
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Bid Item 51 – Concrete Hardscape Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per cubic-yard of Portland cement concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 52 – Removal and Disposal of Base Materials Associated with Bid Items 50 and 51 – The unit bid price for this item shall be measured by tonnage of base materials removed and disposed of as verified by weight tickets and/or waste manifests, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 53 – Proper Removal and Disposal of Lead-Based Paint and Lead-Containing Materials Associated with the Parking Lot ‘A’ Site – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 54 – Abatement and Disposal of other Hazardous Materials (PCBs, Heavy Metals, etc.) – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 55 – Waste Characterization Sampling and Segregation Activities (Hazardous Materials), As Required by Law for Materials Associated with Bid Items 53 and 54 – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 56 – Sawcut Existing Pavement – The unit bid price for this item shall be per linear-foot of sawcut, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 57 – Construct Type "A" Hot Mix Asphalt Dike – The unit bid price for this item shall be per linear-foot of dike constructed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 58 – Demolish, Remove, and Properly Dispose of Existing Basketball Hoops The unit bid price for this item shall be per each basketball hoop removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 58 – Remove and Properly Dispose of Existing Chain Link Fence – The unit bid price for this item shall be per linear foot of fencing removed and associated posts and footings, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 60 – Removal of Existing Landscaping, Including Trees, Bushes, Shrubs, and Unknown Vegetation Within Demolition Extents – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 61 – Trench Backfill, and Final Minor Site Grading and Preparation – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 62 – Hydroseeding – The unit bid price for this item shall be per square-foot of hydroseeding completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
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Bid Item 63 – Trench Restoration, and Replace Curb, Gutter, and Sidewalk – The unit bid price for this item shall be per each location where trench restoration and curb, gutter, and sidewalk repairs are necessary (2 Location at the Parking Lot ‘A’ Site along Malmedy Road), and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 64 – Temporary Tree Protection Fencing – The unit bid price for this item shall be per linearfoot of fencing installed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
SURPLUS II AREA:
Bid Item 65 – Water System Utilities (Including Asbestos-Cement Piping) and Appurtenances Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 66 – Sanitary Sewer System Utilities and Appurtenances Disconnection, Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 67 – Abandoned Electrical Services and Appurtenances Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 68 – Abandoned Gas Services and Appurtenances Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 69 – Abandoned Telecom Servies and Appurtenances Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 70 – Asphalt Concrete Pavement Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per square-foot of asphalt concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 71 – Concrete Hardscape Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per cubic-yard of Portland cement concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 72 – Removal and Disposal of Base Materials Associated with Bid Items 70 and 71 – The unit bid price for this item shall be measured by tonnage of base materials removed and disposed of as verified by weight tickets and/or waste manifests, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 73 – Proper Removal and Disposal of Lead-Based Paint Materials Associated with the Surplus II Site – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
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Bid Item 74 – Waste Characterization Sampling and Segregation Activities (Hazardous Materials), As Required by Law for Materials Associated with Bid Item 73 – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 75 – Sawcut Existing Pavement – The unit bid price for this item shall be per linear-foot of sawcut, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 76 – Construct Type "A" Hot Mix Asphalt Dike – The unit bid price for this item shall be per linear-foot of dike constructed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 77 – CMU Trash Enclosure Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per linear-foot of CMU enclosure removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 78 – Demolish, Remove, and Properly Dispose of K8 Crash-Proof Fencing – The unit bid price for this item shall be per linear-foot of K8 Crash-Proof Fencing removed, including cables, railing, posts, post foundations / footings, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 79 – Trench Backfill, and Final Minor Site Grading and Preparation – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 80 – Hydroseeding – The unit bid price for this item shall be per square-foot of hydroseeding completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 81 – Temporary Tree Protection Fencing – The unit bid price for this item shall be per linearfoot of fencing installed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
CHAPEL (SITE 05):
Bid Item 82 – Water System Utilities (Including Asbestos-Cement Piping) and Appurtenances Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 83 – Sanitary Sewer System Utilities and Appurtenances Disconnection, Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 84 – Sewer Disconnection from Manhole and Rechannelization per Detail 3 Sheet C-42 – The unit bid price for this item shall be measured by each sewer disconnection and rechannelization completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 85 – Electrical Services and Appurtenances Demolition, Removal, and Proper Disposal (Disconnection by Others - PG&E) – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
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Bid Item 86 – Gas Services and Appurtenances Demolition, Removal, and Proper Disposal (Disconnection by Others - PG&E) – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 87 – Telecom Servies and Appurtenances Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 88 – Stormwater Utilities Demolition, Removal, and Proper Disposal, Including Onsite Drainage Inlets, Cleanouts, and Manholes – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 89 – Storm Drain Disconnection from Storm Drain Manhole per Detail 4 on Sheet C-42 – The unit bid price for this item shall be for each storm drain disconnection completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 90 – Chapel Structure/Building Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 91 – Proper Removal and Disposal of Asbestos-Containing Materials Associated with Bid Item No. 90 – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 92 – Proper Removal and Disposal of Lead-Based Paint and Lead-Containing Materials Associated with the Chapel Site – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 93 – Abatement and Disposal of other Hazardous Materials (PCBs, Heavy Metals, etc.) – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 94 – Waste Characterization Sampling and Segregation Activities (Hazardous Materials), As Required by Law for Materials Associated with Bid Items 90 thru 93 – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 95 – Asphalt Concrete Pavement Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per square-foot of asphalt concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 96 – Concrete Hardscape Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per cubic-yard of Portland cement concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 97 – Removal and Disposal of Base Materials Associated with Bid Items 95 and 96 – The unit bid price for this item shall be measured by tonnage of base materials removed and disposed of as verified by weight tickets and/or waste manifests, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
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Bid Item 98 – Sawcut Existing Pavement – The unit bid price for this item shall be per linear-foot of sawcut, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 99 – Construct Type "A" Hot Mix Asphalt Dike – The unit bid price for this item shall be per linear-foot of dike constructed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 100 – Parking Lot Lights Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be for each overhead parking light removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 101 – Stair Case and Associated Railing Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 102 – Brick Masonry Retaining Wall Demolition, Removal, and Proper Disposal - The unit bid price for this item shall be per each linear foot of retaining wall demolished and removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 103 – Removal of Existing Landscaping, Including Trees, Bushes, Shrubs, and Unknown Vegetation Within Demolition Extents – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 104 – Trench Backfill, and Final Minor Site Grading and Preparation – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 105 – Hydroseeding – The unit bid price for this item shall be per square-foot of hydroseeding completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 106 – Temporary Tree Protection Fencing – The unit bid price for this item shall be per linearfoot of fencing installed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
PARKING LOT ‘B’ (SITE 06):
Bid Item 107 – Stormwater Utilities Demolition, Removal, and Proper Disposal, Including Onsite Drainage Inlets, Cleanouts, and Manholes – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 108 – Storm Drain Disconnection from Storm Drain Manhole per Detail 4 on Sheet C-42 – The unit bid price for this item shall be for each storm drain disconnection completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 109 – Asphalt Concrete Pavement Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per square-foot of asphalt concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 110 – Concrete Hardscape Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per cubic-yard of Portland cement concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
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Bid Item 111 – Removal and Disposal of Base Materials Associated with Bid Items 109 and 110 – The unit bid price for this item shall be measured by tonnage of base materials removed and disposed of as verified by weight tickets and/or waste manifests, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 112 – Proper Removal and Disposal of Lead-Based Paint and Lead-Containing Materials Associated with the Parking Lot ‘B’ Site – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 113 – Waste Characterization Sampling and Segregation Activities (Hazardous Materials), As Required by Law for Materials Associated with Bid Item 112 – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 114 – Stair Case and Associated Railing Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 115 – Sawcut Existing Pavement – The unit bid price for this item shall be per linear-foot of sawcut, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 116 – Construct Type "A" Hot Mix Asphalt Dike – The unit bid price for this item shall be per linear-foot of dike constructed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 117 – Removal of Existing Landscaping, Including Trees, Bushes, Shrubs, and Unknown Vegetation Within Demolition Extents – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 118 – Trench Backfill, and Final Minor Site Grading and Preparation – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 119 – Hydroseeding – The unit bid price for this item shall be per square-foot of hydroseeding completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents Bid Item 120 – Temporary Tree Protection Fencing – The unit bid price for this item shall be per linearfoot of fencing installed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
EAST PARKER FLATS CUT OFF ROAD AREA AND 6TH AVE PARKING LOT:
Bid Item 121 – Water System Utilities (Including Asbestos-Cement Piping) and Appurtenances Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 122 – Sanitary Sewer System Utilities and Appurtenances Disconnection, Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
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Bid Item 123 – Abandoned Sanitary Sewer Manhole Demolition and Proper Disposal – The unit bid price for this item shall be per each abandoned sanitary sewer manhole that is demolished and removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 124 – Abandoned Gas Service Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per linear-foot of gas service line demolished and removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 125 – Stormwater Utilities Demolition, Removal, and Proper Disposal, Including Onsite Drainage Inlets, Cleanouts, and Manholes – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 126 – Storm Drain Disconnection from Storm Drain Manhole per Detail 4 on Sheet C-42 – The unit bid price for this item shall be for each storm drain disconnection completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 127 – Asphalt Concrete Pavement Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per square-foot of asphalt concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 128 – Concrete Hardscape Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per cubic-yard of Portland cement concrete removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 129 – Removal and Disposal of Base Materials Associated with Bid Items 127 and 128 – The unit bid price for this item shall be measured by tonnage of base materials removed and disposed of as verified by weight tickets and/or waste manifests, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 130 – Sawcut Existing Pavement – The unit bid price for this item shall be per linear-foot of sawcut, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 131 – Construct Type "A" Hot Mix Asphalt Dike – The unit bid price for this item shall be per linear-foot of dike constructed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 132 – Remove Chain Link Fence – The unit bid price for this item shall be per linear-foot of fencing removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 133 – Demolish, Remove, and Properly Dispose of Existing Stadium Lights – The unit bid price for this item shall be for each stadium light removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 134 – Demolish, Remove, and Properly Dispose of Existing Basketball Hoops, Poles, and Foundations – The unit bid price for this item shall be for each basketball hoop removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
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Bid Item 135 – Structures/Buildings (2) Demolition, Removal, and Proper Disposal – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work, including demolition and removal of two (2) structures in the East Parker Flats Cut Off Road Area, in accordance with the Contract Documents.
Bid Item 136 – CMU Trash Enclosure Demolition, Removal, and Proper Disposal – The unit bid price for this item shall be per linear-foot of CMU enclosure removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 137 – Demolish, Remove, and Properly Dispose of Existing Overhead Light – The unit bid price for this item shall be for each overhead light removed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 138 – Proper Removal and Disposal of Asbestos-Containing Materials Associated with the East Parker Flats Cutoff Road Area – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 139 – Proper Removal and Disposal of Lead-Based Paint and Lead-Containing Materials East Parker Flats Cutoff Road Area – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 140 – Abatement and Disposal of other Hazardous Materials (PCBs, Heavy Metals, etc.) within the East Parker Flats Cutoff Road Area – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 141 – Waste Characterization Sampling and Segregation Activities (Hazardous Materials), As Required by Law for Materials Associated with Bid Items 138 thru 140 – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 142 – Removal of Existing Landscaping, Including Trees, Bushes, Shrubs, and Unknown Vegetation Within Demolition Extents – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 143 – Trench Backfill, and Final Minor Site Grading and Preparation – The lump sum bid price for this item shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
Bid Item 144 – Hydroseeding – The unit bid price for this item shall be per square-foot of hydroseeding completed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents Bid Item 145 – Temporary Tree Protection Fencing – The unit bid price for this item shall be per linearfoot of fencing installed, and shall constitute full compensation for labor, materials, and equipment, and any incidentals to perform and complete the Work in accordance with the Contract Documents.
1.03 TIME OF COMPLETION AND LIQUIDATED DAMAGES
A. Time of Completion: One-Hundred and Twenty (120) consecutive calendar days from the Notice to Proceed.
B. The Contractor shall pay to the Owner a sum of Three Thousand Four Hundred Dollars ($3,400.00) per day, for each and every calendar days delay in finishing the work in excess of the number of working days prescribed above.
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1.04 WORK UNDER OTHER CONTRACTS
A. The Owner anticipates work under other contracts at the Fort Ord Military Reservation sites simultaneously with this Project.
I. None.
1.05 WORK SEQUENCE
A. Construct work in stages and at times to accommodate Owner operation requirements during the construction period; coordinate construction schedule and operations with Owner.
B. The allowable working conditions stated below are requirements by the Owner. Any requested change must be approved by the Owner. The Contractor may request a change in the allowable working conditions by submitting a written request to the Owner with a minimum 48 hours’ notice.
1. The Contractor shall coordinate all work with the Owner at (831) 899-6884.
2. The Contractor shall sequence the work as follows, although not all items have been identified:
I. Proper Removal and Disposal of Asbestos-Containing Materials II. Proper Removal and Disposal of Lead-Based Paint and Lead-Containing Materials;
III. Proper Removal and Disposal of Other Hazardous Materials Abatement (Universal Waste Materials, PCBs, Ozone-Depleting Devices, Miscellaneous); IV. Waste Characterization Sampling and Segregation Activities (Hazardous Materials);
V. Removal of Existing Landscaping, Including Trees, Bushes, Shrubs, and Unknown Vegetation Within 5’-0” of Structure/Building (Level With Ground Surface, Does Not Include Root Systems);
VI. Structure/Building Deconstruction, Demolition, Removal, and Proper Disposal; VII. Utilities (Including Asbestos-Cement Piping) Demolition, Removal, and Proper Disposal;
VIII. Asphalt Concrete Pavement and Concrete Hardscape Demolition, Removal, and Proper Disposal;
IX. Final Site Grading, Preparation, Stabilization;
X. Type “A” Asphalt Concrete Berm/Dike.
1.06 WORK DAYS AND HOURS
A. Work Days and hours: Monday – Friday inclusive, 8:00 a.m. – 5:00 p.m. local time, excluding holidays as outlined in Section 01 4200.
B. Work at the Site on weekends or holidays is not permitted, unless the Contractor requests otherwise from Owner in writing at least 48 hours in advance and Owner approves in its sole discretion.
1.07 SHUTDOWN FOR DISCOVERY OF CULTURAL RESOURCES
A. If discovery is made of items of historical archaeological or paleontological interest, immediately cease all Work in the area of discovery. Archaeological indicators may include, but are not limited to, dwelling sites, locally darkened soils, stone implements or other artifacts, fragments of glass or ceramics, animal bones, human bones, and fossils. After cessation of excavation, immediately contact Owner. Do not resume Work until authorization is received from Owner. When resumed, excavation or other activities shall be as directed by Owner.
1.08 PARTIAL OCCUPANCY/UTILIZATION REQUIREMENTS
A. Prior to date of Final Acceptance of the Work by Owner, all necessary repairs or renewals in Work or part thereof so used, not due to ordinary wear and tear, but due to Defective materials or workmanship or to operations of Contractor, shall be made at expense of Contractor, as required in Document 00 7200 (General Conditions).
1.10 CONTRACTOR USE OF SITE
A. Confine operations at Site to areas permitted by Contract Documents, permits, ordinances, and laws. Do not unreasonably encumber Site with materials or equipment.
B. Assume full responsibility for protection and safekeeping of products stored on premises. Move any stored products that interfere with operations of Owner or other contractor.
C. Coordinate parking, storage, staging, and Work areas with Owner. Use of the work area is permitted Packet Page 401
only for the purposes necessary to perform the work. If practicable, dispose of construction debris concurrently with its removal. If stockpiling is necessary, dispose of stockpiles weekly. Parking and storage will be confined to the areas designated for storage or otherwise approved by the Owner.
Do not store construction materials in the drip line of any tree.
D. Prior to commencement of Work or excavation, Contractor and Owner shall jointly survey the area adjacent to the Project area making permanent note and record of such existing damage such as cracks, sags or other similar damage. This record shall serve as a basis for determination of subsequent damage to structures, conditions or other existing improvements due to Contractor’s operations. All parties making the survey shall sign the official record of existing damage. Cracks, sags or damage of any nature to the adjacent Project area, not noted in the original survey but subsequently noted, shall be reported immediately to Owner.
E. The Contractor shall follow all city ordinances in force during the duration of this Contract.
F. It is essential that the Contractor perform the Work with as little interference and disturbance as possible to the surrounding neighborhood.
G. When suspect materials, outside the scope of Work, are encountered during the Work or restoration process, the Contractor shall immediately contact the Project Manager for evaluation and approval of the methods for dealing with the material.
1.11 PROJECT SITE MAINTENANCE
A. Disposal of Material –
1. Unless otherwise shown on the plans or specified herein, all excess materials and materials removed from existing improvements shall become the property of, and be disposed by the Contractor. The Contractor shall be responsible for all costs associated with disposing all excess materials in a safe and legal manner. No material shall be placed on private or public property without prior approval from the Owner and the property owner. The Contractor shall not allow and refuse, excavated material, surplus concrete or mortar, or any associated washings, to be disposed upon paved streets, into manholes or into the Owner’s storm drain system.
2. Contractor shall establish a system for daily collection and disposal of waste materials form construction areas and elsewhere on the site. Contractor shall handle waste materials that are hazardous, dangerous, or unsanitary separately from inert waste by containerizing appropriately. Burning or burying of waste materials on site will not be permitted. No extra payment will be made for handling/disposal of hazardous material.
B. Cleanup and Dust Control –
1. At all times during construction, including weekends and holidays, and throughout all phases of construction, including work suspensions and until final acceptance of the project, the Contractor shall keep the work site clean and free from rubbish, debris, and prevent the formation of an airborne dust nuisance.
2. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Upon completion of the work and before final inspection, the entire site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be absorbed in the Contractor’s bid.
3. The Contractor shall abate dust nuisance by cleaning, sweeping, and sprinkling with water, those excavated areas of dirt or other materials which are prone to causing dust, within both the project site and the storage or staging area. If required or directed by the Engineer, the Contractor shall provide an approved water truck of large capacity with spraying capability.
4. The Contractor shall be required to apply water for dust control immediately during construction efforts within one (1) hour after notification by the Engineer that an airborne nuisance exists. If dust control is not adequate in the opinion of the Engineer, the Engineer will have this work done by others and will deduct such cost from the total contract price.
5. All hauling trucks or other construction vehicles leaving the site shall be cleaned of mud or dirt clinging to the exterior body surfaces or wheel rims before travelling on public streets outside the work limits. All trucks coming to or leaving the site with materials or loose debris shall be loaded in a manner which will prevent the dropping of materials or debris on public streets. Spillage resulting from hauling operations along or across any public traveled way shall be removed immediately at the Contractor’s expense.
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6. When construction operations cause dirt to be deposited on public streets, the Contractor shall immediately remove such material. Streets shall be cleaned by street sweeping, rather than flushing, so as to prevent material from entering the storm drain system.
7. Excess excavated material shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitted by the specifications. Forms and form lumber shall be removed from the site as soon as practicable after stripping.
8. Failure of the Contractor to comply with the Engineer’s cleanup orders may result in an order to suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension.
C. Air Pollution Control: The Contractor shall not discharge smoke, dust or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority.
D. Noise Control: The Contractor shall make every reasonable effort to control noise generated as a result of construction to the satisfaction of the Engineer. Use of an air compressor, jackhammer or other loud, vibrating sound generating devices shall be limited to operations between the hours of 8:00 a.m. and 4:30 p.m. unless otherwise authorized by the Engineer.
E. Sanitation: The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the work. These accommodations shall be maintained in a neat and sanitary condition.
They shall also comply with all applicable laws, ordinances and regulations pertaining to the public health and sanitation of dwellings and camps.
F. Temporary Light and Power: The Contractor shall at his own expense furnish, install, maintain, and remove all temporary light and power, including piping, wiring, lamps, and other equipment, necessary for the work.
G. Storm Water Pollution Control
1. Storm Water Pollution Control work shall consist of following Best Management Practices (BMP) for storm water pollution prevention, submitting a Water Pollution Control Plan in compliance with the most current NPDES requirements, including the preparation of a Storm Water Pollution Prevention Plan (SWPPP) if warranted by the project type, size or risk level; and constructing those facilities which may be required to provide prevention, control, and abatement of water pollution.
2. In compliance with State and Federal regulations on construction storm water management and non-point source pollution control, no pollutants will be allowed to enter the storm drainage system. The Contractor shall be responsible for containing and removing any waste from the Contractor’s construction operations using the appropriate BMP. The Contractor shall be responsible for cleaning catch basins of solid or liquid waste materials originating from the Contractor’s operation before this material migrates further into the storm drain system.
3. Violation of this provision shall cause the Owner to issue a stop-work notice and take necessary action to require the Contractor to correct and comply with regulations. All costs related to the stop-work action and corrective work to come into compliance shall be fully borne by the Contractor.
4. All construction efforts shall be conducted in a manner which prevents the release of hazardous material or hazardous waste into the soil or groundwater, and minimizes the discharge of pollutants into the storm drain system.
1.12 CONSTRUCTION STAKING AND MONUMENT PROTECTION
A. Contractor shall provide its own survey staking. Provide Owner with Contractor’s survey staking information in writing within 3 Business Days after it becomes available to Contractor.
B. Contractor shall be responsible for laying out the Work, shall protect and preserve the established construction stakes and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Whenever Contractor knows or reasonably should know that any Work activity is likely to damage or destroy any construction stakes or property monuments, or require relocation because of necessary changes in grades or locations, Contractor shall replace or repair construction stake or property monuments at Contractor’s expense.
C. Costs associated with the above survey staking and monument protection shall be included in the various related items of work.
1.13 PROTECTION OF EXISTING STRUCTURES AND UNDERGROUND FACILITIES Packet Page 403
A. The Drawings may indicate existing above- and below-grade structures, drainage lines, storm drains, sewers, water lines, gas lines, electrical lines, hot water lines, and other similar items and underground facilities that are unknown to Owner. At least 2 Business Days, or as otherwise noted, prior to commencement of excavation, notify the owners of the following Underground Facilities:
1. Electric and Gas: PG&E Salinas District
Dispatcher: 1 (800) 743-5000
Engineering: 1 (800) 743-5000
2. Sewer lines: Marina Coast Water District
11 Reservation Road, Marina, 93933
Phone: (831) 384-6131
3. Water lines: Marina Coast Water District
11 Reservation Road, Marina, 93933
Phone: (831) 384-6131
4. Communication: AT&T
196 Suburban Rd., San Luis Obispo, 93401
Phone: (831) 905-8165
Comcast
Phone: (925) 424-0278
B. Where overhead service to a structure, known to receive service, does not exist, then underground service shall be assumed to exist.
C. Attention is also directed to the existence of overhead power and telephone lines.
D. Perform potholing by hand within 24 inches (in any direction) of the Underground Facilities. This may be done on an area-by-area basis, but shall be accomplished at least 7 Days in advance of the date of construction within such area.
E. In addition to reporting, if a utility is damaged, Contractor must take appropriate action as provided in Document 00 7200 (General Conditions).
F. Additional compensation or extension of time on account of utilities not indicated or otherwise brought to Contractor’s attention including reasonable action taken to protect or repair damage shall be determined as provided in Document 00 7200 (General Conditions).
1.14 PERMITS
A. The Contractor shall, at the Contractor’s expense, obtain all necessary permits and licenses for the construction of each part of the Public improvement, give all necessary notices, and pay all fees and taxed required by law. The Contractor shall obtain and maintain in effect a business license from the Owner until the Owner has accepted the Public Improvements in their entirety.
B. Permits, agreements, or written authorizations that are known by Owner to apply to this Project are listed below:
1. Storm Water Pollution Prevention – Cities NPDES Permit
2. Cal/OSHA Permit. Obtain, as applicable, permit(s) as required by Cal/OSHA for the following:
a. Construction of trenches or excavations that are five feet or more in depth and into which a person is required to descend.
3. The local Cal/OSHA district office is located at:
Fremont District Office
39141 Civic Center Drive, Suite 310
Fremont, CA 94538
(510) 794-2521
Packet Page 404
C. All other permits that may be required, have not been applied for and shall be obtained by Contractor. Applicable permit fees will be reimbursed to the extent specified in Document 00 7200 (General Conditions).
1.15 ACTUAL DAMAGES FOR PERMIT VIOLATIONS
A. In addition to damages which are impracticable or extremely difficult to determine, for which liquidated damages will be assessed as described in Document 00 5200 (Agreement) and Document 00 7200 (General Conditions), Owner may incur actual damages, including fines imposed by any regulatory agency, where the violations result from Contractor’s activities.
B. Contractor shall be liable for and shall pay Owner the amount of any actual losses in addition to liquidated damages or other remedies provided by the Contract Documents.
C. The amount of liquidated damages provided in Document 00 5200 (Agreement) and Document 00 7200 (General Conditions) is not intended to include, nor does the amount include, any damages incurred by Owner for reasons other than those listed in that paragraph. Any money due or to become due to Contractor may be retained by Owner to cover both the liquidated and the actual damages described above and, should such money not be sufficient to cover such damages, Owner shall have the right to recover the balance from Contractor or its sureties.
1.16 PROTECTION OF EXISTING TREES DURING CONSTRUCTION ACTIVITIES A. The Contractor shall protect all existing trees on the job site from construction activities, starting from within the drip lines of each tree, except for those trees specifically identified for removal and disposal. The Owner reserves the right to issue a stop-working notice if it is determined that the Contractor’s negligence has caused damage to existing trees not intended for removal and disposal.
B. For trees to be protected-in-place, care must be taken when digging near any existing tree to minimize harm to the tree. Excavation must be done by hand until below the root zone. If any roots 2” or greater in diameter are encountered, they must be protected from damage. If the work cannot proceed without damaging such roots, the Engineer must be notified at once.
C. No storage of materials; disposal of paints, solvents or other noxious materials; no unnecessary operation of equipment or parked cars shall be allowed within the drop line of any trees.
1.17 CONSTRUCTION WATER
A. The Owner will charge the Contractor for the water used based on the rates specified in the FY 19-20 “Schedule of Fees and Charges”, available at the Owner’s website, http:/www.ci.seaside.ca.us. The Contractor is required to place a refundable deposit with the City of Seaside Municipal Water System to obtain a water meter; it is the Contractor’s responsibility to return the undamaged water meter to the Water Department at the conclusion of the project.
1.18 WORK TO BE DONE BY THE OWNER
A. The Owner will be responsible for the following items of work on the project:
1. Construction Management and Inspection.
2. Environmental Monitors for Permitting and Compliance (Mitigation Measures).
3. Review and Transmit Analytical Data to the Contractor.
4. Sign Any Required Waste Manifests (As the Generator).
5. Geotechnical and Soil Sampling, Reporting, and Compaction Testing.
1.19 CONDITIONS OF USE
A. The Contractor shall assume full responsibility for the protection and safekeeping of project materials, tools, and equipment stored on premises. Any stored products interfering with Owner operations shall be moved by the Contractor at his/her expense. The Contractor shall obtain and pay for use of any additional storage or work area for operations.
B. The Owner will require the following of the Contractor in addition to the requirements shown and described elsewhere in these documents:
1. The Contractor shall designate a person to contact should a problem arise during nonworking hours or days. The Owner shall be given that person’s name, phone number, and e-mail address.
Packet Page 405
1.20 CONTRACTOR’S RESPONSIBILITIES
A. Unless noted otherwise, the Contractor shall provide and pay for:
1. Compliance with Contract Documents.
2. Labor, supervision, materials, and equipment.
3. Tools, construction equipment, and machinery.
4. Utilities required for construction.
5. All other facilities and services necessary for proper execution and completion of work.
B. Pay all required sales, consumer, and use taxes.
C. Conform to the requirements of all permits including, but not limited to any construction permits associated with the project.
D. The Contractor acknowledges and is familiar with the existing site condition constraints, topographic features, and overall geographical locations of the project.
E. Secure and pay for, as necessary for proper execution and completion of the work, applicable permits and licenses.
F. Comply with Codes, ordinances, rules, regulations, orders, and other legal requirements of public authorities, which bear performance on the work.
G. Promptly submit written notice to the Owner of observed variance of Contract documents from legal requirements.
H. The Contractor shall be responsible for all costs associated with the containment and disposal of waste (hazardous / non-hazardous) that may result from execution of this project.
I. The Contractor shall provide their own power, fuel, and power supplies.
PART 2 – PRODUCTS
2.01 PRODUCTS ORDERED IN ADVANCE
A. As provided in Document 00 7200 (General Conditions) and Section 00 2113 (Measurement and Payment), and subject to all other provisions of the Contract Documents, Owner will pay for the following materials and equipment prior to incorporation into the Work:
1. None
PART 3 – EXECUTION – NOT USED
END OF SECTION
Packet Page 406
May 2025
Measurement and Payment 01 2000 - City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
DIVISION 1 GENERAL REQUIREMENTS
SECTION 01 2000
MEASUREMENT AND PAYMENT
PART 1 – GENERAL
1.01 SUMMARY
A. Section includes description of requirements and procedures for determining amount of Work performed and for obtaining payment for Work performed.
1.02 REFERENCES
A. California Public Contract Code
B. Code of Civil Procedures
C. Government Code
1.03 COMPOSITION AND SCOPE OF CONTRACT SUM
A. Scope of Contract Sum
1. The Contract Sum for performance of the Work under Contract Documents, or under any Bid item, allowance, or Alternate, shall include full compensation for all Work required under the Contract Documents, including without limitation, all labor, materials, taxes, transport, handling, storage, supervision, administration, and all other items necessary for the satisfactory completion of the Work, whether or not expressly specified or indicated, incidental work and unexpected expenses, and all terms, conditions, requirements and limitations set forth in the Contract Documents.
2. Contract Sum may be expressed as lump sum, unit price, GMP, allowance, or combination thereof.
B. Unit Price items
1. Quantity of Work to be paid for under any item for which a unit price is fixed in Contract Documents shall be determined by Owner based on, so far as practicable, actual number of units satisfactorily completed, as determined by Owner and certified by Contractor, within prescribed or ordered limits, and no payment will be made for Work unsatisfactorily performed or done outside of limits.
2. Unit Prices shall apply to Work covered by unit prices so long as actual quantities performed on the Project are not less than 75 percent or greater than 150 percent of the estimated quantities bid or otherwise stated in the Contract Documents. If actual quantities exceed these parameters, then the unit price shall be adjusted by an amount to reflect the Contractor’s incremental cost differential resulting from increased or decreased economies of scale.
C. Lump Sum Items
1. When estimated quantity for specific portion of Work is not indicated and/or Work is designated as lump sum, payment will be on a lump sum basis for Work satisfactorily completed in accordance with Contract Documents.
2. Payment for lump sum Work, or items of Work subject to a lump sum (e.g. without limitation, change order work), shall be made on the basis of satisfactory completion of such Work or work item, earned in progressive stages in accordance with the Contract Documents, up to but not exceeding the Contractor’s percentage completion of the Work or item.
3. Lump sum items shall be paid based upon the approved Schedule of Values, which shall be used to measure progressive payments based upon satisfactory progress towards completion of the item.
Packet Page 407
May 2025
Measurement and Payment 01 2000 - City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
D. Allowance Items
1. Allowances: Allowance Work will be authorized by Owner in writing, following change order procedures to determine cost, supporting documentation and authorization to proceed.
Unused allowance amounts at Contract completion shall reduce the Contract price accordingly.
1.04 PAYMENT PROCEDURES
A. Schedule of Values:
1. Within ten Days from issuance of Notice of Award and prior to the Contractor’s first Application for Payment, Contractor shall submit a detailed breakdown of its Bid by scheduled Work items and/or activities, including coordination responsibilities and Project Record Documents responsibilities. Where more than one Subcontractor comprises the work of a Work item or activity, the Schedule of Values shall show a separate line item for each subcontract. Contractor shall furnish such breakdown of the total Contract Sum by assigning dollar values (cost estimates) to each applicable Progress Schedule network activity, which cumulative sum equals the total Contract Sum. This breakdown shall be referred to as the Schedule of Values.
2. Contractor’s overhead, profit, insurance, cost of bonds (except to the extent expressly identified in a Bid item) and/or other financing, as well as “general conditions costs,” (e.g., Site cleanup and maintenance, temporary roads and access, off-Site access roads, temporary power and lighting, security, and the like), shall be prorated through all activities so that the sum of all the Schedule of Values line items equals Contractor’s total Contract Sum, less any allowances designated by Owner. Scheduling, record documents and quality assurance control shall be separate line items.
3. Owner will review the breakdown in conjunction with the Progress Schedule to ensure that the dollar amounts of this Schedule of Values are, in fact, reasonable cost allocations for the Work items listed. Upon favorable review by Owner, Owner will accept this Schedule of Values for use. Owner shall be the sole judge of fair market cost allocations.
4. Owner will reject any attempt to increase the cost of early activities, i.e., “front loading,” resulting in a complete reallocation of moneys until such “front loading” is corrected.
Repeated attempts at “front loading” may result in suspension or termination of the Work for default, or refusal to process progress payments until such time as the Schedule of Values is acceptable to Owner.
B. Contractor’s Requests for Progress Payments
1. If requested by Contractor, progress payments will be made monthly, under the following conditions:
a. On or before the 25th Day of each month, Contractor shall submit to Owner one copy of an Application for Payment for the cost of the Work put in place during the period from the last Day of the previous month to the end of the current month, along with one copy of an updated Progress Schedule. Such Applications for Payment shall be for the expected total value of activities completed or partially completed, based upon Schedule of Values prices (or Bid item prices if unit price) of all labor and materials incorporated in the Work up until midnight of the last Day of that one month period, less the aggregate of previous payments. Accumulated retainage shall be shown as separate item in payment summary. Owner and Contractor will reconcile any differences in the field, based on the reconciled monthly report sheets. If Contractor is late submitting its Application for Payment, that Application may be processed at any time during the succeeding one-month period, resulting in processing of Contractor’s Application for Payment being delayed for more than a Day for Day basis. b. Except as otherwise provided in a labor compliance program applicable to the Work Packet Page 408
(if any) or as otherwise required by Owner, concurrently with each Application for Payment, Contractor shall submit to the Owner the Contractor’s and its Subcontractors’ certified payroll records required to be maintained pursuant to Labor Code Section 1776 for all labor performed during pay periods ending during the period covered by the Application for Payment.
c. No progress payment will be processed prior to Owner receiving all requested, acceptable schedule update information and certified payrolls, and in Owner’s sole and absolute discretion, Owner may deny the entire Application for Payment for noncompliance.
d. Each Application for Payment shall list each Change Order and Construction Change Directive (“CCD”) executed prior to date of submission, including the Change Order/CCD Number, and a description of the Work activities, consistent with the descriptions of original Work activities. Contractor shall submit a monthly Change Order/CCD status log to Owner.
e. If Owner requires substantiating data, Contractor shall submit information requested by Owner, with cover letter identifying Project, Application for Payment number and date, and detailed list of enclosures. Contractor shall submit one copy of substantiating data and cover letter for each copy of Application for Payment submitted.
f. If Contractor fails or refuses to participate in monthly Work reconciliations or other construction progress evaluation with Owner, Contractor shall not receive current payment until Contractor has participated fully in providing construction progress information and schedule update information to Owner.
C. Owner’s Review of Progress Payment Applications
1. Owner will review Contractor’s Application for Payment following receipt and during the Progress Schedule and Billing Meeting. If adjustments need to be made to percent of completion of each activity, Owner will make appropriate notations and return to Contractor.
Contractor shall revise and resubmit. All parties shall update percentage of completion values in the same manner, i.e., express value of an accumulated percentage of completion to date.
2. If Owner determines that portions of the Application for Payment are not proper or not due under the Contract Documents, then Owner may approve the other portions of the Application for Payment, and in the case of disputed items or Defective Work not remedied, may withhold up to 150 percent of the disputed amount from the progress payment.
3. Pursuant to California Public Contract Code §20104.50, if Owner fails to make any progress payment within 30 Days after receipt of an undisputed and properly submitted Application for Payment from Contractor, Owner shall pay interest to the Contractor equivalent to the legal rates set forth in subdivision (a) of Section 685.010 of the California Code of Civil Procedure. The 30-Day period shall be reduced by the number of Days by which Owner exceeds the seven-Day return requirement set forth herein.
4. As soon as practicable after approval of each Application for Payment for progress payments, Owner will pay to Contractor in manner provided by law, an amount equal to 95 percent (95%) of the amounts otherwise due as provided in the Contract Documents, or a lesser amount if so provided in Contract Documents and by law, provided that payments may at any time be withheld if, in judgment of Owner, Work is not proceeding in accordance with Contract, or Contractor is not complying with requirements of Contract, or to comply with stop notices or to offset liquidated damages accruing or expected. In Owner’s sole discretion, if Contractor has failed to comply with either its Progress Schedule update or project record documents requirements, Owner may retain an additional 5% of any earned amounts until such requirements are satisfied.
5. Before any progress payment or final payment is due or made, Contractor shall submit satisfactory evidence that Contractor is not delinquent in payments to employees, Subcontractors, suppliers, or creditors for labor and materials incorporated into Work. This specifically includes, without limitation, conditional lien release forms for the current progress payment and unconditional release forms for past progress payments. This also includes copies of certified payroll from contractor and subcontractors for the current payment period.
Packet Page 409
D. Payment for Material and Equipment Not Yet Incorporated Into the Work
1. No payment shall be made for materials or equipment not yet incorporated into the Work, except as specified elsewhere in the Contract Documents or as may be agreed to by Owner in its sole discretion. Where Contractor requests payment on the basis of materials and equipment not incorporated in the Work, Contractor must satisfy the following conditions:
2. The materials and/or equipment shall be delivered and suitably stored at the Site or at another local location agreed to in writing, for example, a mutually acceptable bonded and insured warehouse.
3. Full title to the materials and/or equipment shall vest in Owner at the time of delivery to the Site, warehouse or other storage location. Obtain a negotiable warehouse receipt, endorsed over to Owner for materials and/or equipment stored in an off-site warehouse. No payment will be made until such endorsed receipts are delivered to Owner.
4. Stockpiled materials and/or equipment shall be available for Owner inspection, but Owner shall have no obligation to inspect them and its inspection or failure to inspect shall not relieve Contractor of any obligations under the Contract Documents. Materials and/or equipment shall be segregated and labeled or tagged to identify these specific Contract Documents.
5. After delivery of materials and/or equipment, if any inherent or acquired defects are discovered, defective materials and/or equipment shall be removed and replaced with suitable materials and/or equipment at Contractor’s expense.
6. At Contractor’s expense, insure the materials and/or equipment against theft, fire, flood, vandalism, and malicious mischief, as well as any other coverages required under the Contract Documents.
7. Contractor’s Application for Payment shall be accompanied by a bill of sale, invoice or other documentation warranting that Owner has received the materials and equipment free and clear of all liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner interest therein, all of which must be satisfactory to Owner. This documentation shall include, but not be limited to, conditional releases of mechanics’ liens and stop notices from all those providing materials and equipment as to which the Application for Payment relates, as well as unconditional releases of the same from the same as to the previous Application for Payment for which they have not already been provided. Amounts previously paid for materials and equipment prior to incorporation into the Work shall be deducted from amounts otherwise due Contractor as they are incorporated.
1.05 FINAL PAYMENT
A. Final Payment
1. As soon as practicable after all required Work is completed in accordance with Contract Documents, including punchlist, testing, record documents and Contractor maintenance after Final Acceptance, Contractor shall submit its Application for Final Payment.
2. Provided Contractor has met all conditions required for Final payment, Owner will pay to Contractor, in manner provided by law, unpaid balance of Contract Sum of Work (including, without limitation, retentions), or whole Contract Sum of Work if no progress payment has been made, determined in accordance with terms of Contract Documents, less sums as may be lawfully retained under any provisions of Contract Documents or by law.
B. Final Accounting
1. Prior progress payments and change orders shall be subject to audit and correction in the final payment.
2. Contractor and each assignee under an assignment in effect at time of final payment shall execute and deliver at time of final payment, and as a condition precedent to final payment, Document 00 6530 (Agreement and Release of Claims).
Packet Page 410
1.06 SUBSTITUTION OF SECURITIES
A. Public Contract Code Section 22300. In accordance with the provisions of Public Contract Code Section 22300, substitution of securities for any moneys withheld under Contract Documents to ensure performance is permitted under following conditions:
1. At request and expense of Contractor, securities listed in Section 16430 of the Government Code, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by Contractor and Owner which are equivalent to the amount withheld under retention provisions of Contract shall be deposited with Controller or with a state or federally chartered bank in California, as the escrow agent, who shall then pay such moneys to Contractor. Upon satisfactory completion of Contract, securities shall be returned to Contractor.
2. Alternatively, Contractor may request and Owner shall make payment of retentions earned directly to the escrow agent at the expense of Contractor. At the expense of Contractor, Contractor may direct the investment of the payments into securities and receive the interest earned on the investments upon the same terms provided for securities deposited by Contractor. Upon satisfactory completion of the work of the Contract Documents, Contractor shall receive from escrow agent all securities, interest, and payments received by the escrow agent from Owner. Contractor shall then pay to each Subcontractor, not later than 10 Days after receipt of the payment, the respective amount of interest earned, net of costs attributed to retention withheld from each Subcontractor, on the amount of retention withheld to insure the performance of Contractor.
3. Contractor shall be beneficial owner of securities substituted for moneys withheld and shall receive any interest thereon.
4. Contractor may enter into an escrow agreement, form included in Contract Documents, as authorized under Public Contract Code Section 22300, specifying amount of securities to be deposited, terms and conditions of conversion to cash in case of default of Contractor, and termination of escrow upon completion of Contract Documents.
5. Public Contract Code Section 22300, in effect on Bid Day, is hereby incorporated in full by this reference and shall supersede anything inconsistent therewith.
PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION – NOT USED
END OF SECTION
Packet Page 411
May 2025
Modification Procedures 01 2600 - 1 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
DIVISION 1 GENERAL REQUIREMENTS
SECTION 01 2600
MODIFICATION PROCEDURES
PART 1 – GENERAL
1.01 SUMMARY
A. Section includes requirements that supplement the paragraphs of Document 00 7200 (General Conditions).
B. Description of procedures for modifying the Contract Documents and determining costs for changes in contract amounts.
1.02 PROCEDURES FOR CONTRACTOR INITIATED CHANGE ORDER
A. Contractor-Initiated Change Proposal Request (CPR) and Procedures:
1. Contractor may initiate changes by submitting a Change Proposal Request (“CPR”).
2. Whenever Contractor elects or is entitled to submit a CPR, Contractor shall prepare and submit to Owner for consideration a CPR using the form included in this Project Manual. All CPRs must contain a complete breakdown of costs of credits, deducts and extras; itemizing materials, labor, taxes, Markup and any requested changes to Contract Time. All Subcontractor Work shall be so indicated. Individual entries on the CPR form shall include applicable Schedule of Values code, with all amounts determined as provided herein. After receipt of a CPR with a detailed breakdown, Owner will act promptly thereon.
3. If Owner accepts a CPR, Owner will prepare a Change Order for Owner and Contractor signatures.
4. If CPR is not acceptable to Owner because it does not agree with Contractor’s proposed cost and/or time, Owner will provide comments thereto. Contractor will then, within seven (7) Days (except as otherwise provided herein), submit a revised CPR.
5. When necessity to proceed with a change does not allow Owner sufficient time to conduct a proper check of a CPR (or revised CPR), Owner may issue a Change Directive (CD) as provided below.
B. Contractor-Initiated Request for Information (RFI) Procedures, Requirements and Limitations:
1. Contractor may submit RFI’s for clarifications in Owner-prepared Contract Documents, which may result in the Contractor submitting a CPR.
2. Whenever Contractor requires information regarding the Project or Owner-prepared Contract Documents, or receives a request for such information from a Subcontractor, Contractor may prepare and deliver an RFI to Owner. Contractor shall use RFI format provided on approval by Owner. Contractor shall not issue an RFI to Owner solely to clarify Contractor-prepared Construction Documents. Contractor must submit time critical RFIs at least 30 days before scheduled start date of the affected Work activity. Contractor shall reference each RFI to an activity of Progress Schedule and shall note time criticality of the RFI, indicating time within which a response is required. Contractor’s failure to reference RFI to an activity on the Progress Schedule and note time criticality on the RFI shall constitute Contractor’s waiver of any claim for time delay or interruption to the Work resulting from any delay in responding to the RFI.
3. Contractor shall be responsible for its costs to implement and administer RFIs throughout the Contract duration. Regardless of the number of RFIs submitted, Contractor shall not be entitled to additional compensation for the effort required to submit the RFIs. Contractor shall be responsible for Owner’s administrative costs for answering RFIs where the answer could reasonably be found by reviewing the Contract Documents, as determined by Packet Page 412
May 2025
Modification Procedures 01 2600 - 2 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
Owner; at Owner discretion, such costs may be deducted from progress payments or final payment.
4. Owner will respond within ten (10) days from receipt of RFI with a written response to Contractor. Contractor shall distribute response to all appropriate Subcontractors.
5. If Contractor is satisfied with the response and does not request a change in Contract Sum or Contract Time, then the response shall be executed without a change.
6. If Contractor believes the response is incomplete, Contractor shall issue another RFI (with the same RFI number with the letter “A” indicating it is a follow-up RFI) to Owner clarifying original RFI. Additionally, Owner may return RFI requesting additional information should original RFI be inadequate in describing condition.
C. Time Requirements:
1. If Contractor believes that an Owner response to an RFI, submittal or other Owner direction, results in change in Contract Sum or Contract Time, Contractor shall notify Owner with the issuance of a preliminary CPR within ten Days after receiving Owner’s response or direction, and in no event after starting the disputed work or later than the time allowed under Article 12 of Document 00 7200 (General Conditions). If Contractor also requests a time extension, or has issued a notice of delay or otherwise requests a time extension with a CPR, then Contractor shall submit the TIE required herein concurrently with the CPR and in no event later than ten Days after providing the notice of delay.
2. If Contractor requires more time to accurately identify the required changes to the Contract Sum or Contract Time, Contractor may submit an updated and final CPR and TIE within 14 days of submitting the preliminary CPR.
3. If Owner agrees with Contractor’s CPR and/or TIE, then Owner will prepare a Change Order for Owner and Contractor signatures. If Owner disagrees with Contractor, then Contractor may give notice of potential claim as provided in Article 12 of Document 00 7200 (General Conditions), and proceed thereunder.
4. Contractor must submit CPRs, notices of potential claim or Claims within the required time periods. Any failure to do so waives Contractor’s right to submit a CPR or file a Claim.
D. Cost Estimate Information:
1. Contractor and subcontractors shall, upon Owner’s request, permit inspection of the original unaltered cost estimates, subcontract agreements, purchase orders relating to the change, and documents substantiating all costs associated with its CPR or Claims arising from changes in the Work.
1.03 PROCEDURES FOR OWNER INITIATED CHANGE ORDERS
A. Owner Initiated Change Directives (CD):
1. Owner may, by Change Directive (“CD”) or initially by Instruction Bulletin or by following the procedures for disputed work herein, order changes in the Work within the general scope of the Contract consisting of additions, deletions, or other revisions, with or without adjustment to Contract Sum or Contract Time.
2. If at any time Owner believes in good faith that a timely Change Order will not be agreed upon using the foregoing procedures, or at any other time, Owner may issue a CD with its recommended cost and/or time adjustment (if any). Upon receipt of CD, Contractor shall promptly proceed with the change of Work involved and respond to Owner within ten (10) Days.
3. Contractor’s response must be any one of following:
a. Return CD signed, thereby accepting Owner response, including adjustment to time and cost (if any).
b. Submit a (revised if applicable) Cost Proposal with supporting documentation (if applicable, reference original Cost Proposal number followed by letter A, B, etc. for each revision), if Owner so requests.
Packet Page 413
May 2025
Modification Procedures 01 2600 - 3 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
c. Give notice of intent to submit a claim as described in Article 12 of Document 00 7200 (General Conditions), and submit its claim as provided therein.
4. If CPR or the CD provides for an adjustment to any Contract Sum, the adjustment shall be based on one of the following methods:
a. Mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation.
b. Contractor to proceed on cost reimbursable (force account) basis while negotiating towards a firm price.
c. Cost to be determined in a manner agreed.
5. Change Directive signed by Contractor indicates the agreement of Contractor therewith, including adjustment in Contract Sum or the method for determining them. Such agreement shall be effective immediately and shall be finalized as a Change Order. Where Owner authorizes CD work on a time and materials basis up to a maximum amount, then Contractor shall promptly advise Owner upon reaching 75% of such maximum amount, otherwise Contractor shall accept fully the risk of completing the CD work without exceeding such maximum amount.
6. If Contractor does not respond promptly or disagrees with the method for adjustment (or nonadjustment) in the Contract Sum, the method and the adjustment shall be determined by Owner on the basis of the Contract Documents and the reasonable expenditures and savings of those performing the Work attributable to the change. If the parties still do not agree on the proper adjustment due to a Change Directive, Contractor may file a Claim per Article 12 of Document 00 7200 (General Conditions) and/or Owner may direct the changed work through a unilateral change order. Contractor shall keep and present an itemized accounting in a manner consistent with the SOV, together with appropriate supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of this paragraph shall be limited to those provided herein.
7. Pending final determination of cost to Owner, Contractor may include amounts not in dispute in its Applications for Payment. The amount of credit to be allowed by Contractor to Owner for a deletion or change which results in a net decrease in the Contract Sum shall be actual net cost as confirmed by Owner. When both additions and credits covering related Work or substitutions are involved in a change, the allowance for Markup shall be figured on the basis of net increase, if any, with respect to that change.
B. Owner Initiated Change Order (CO) or Request for Proposal (RFP):
1. Owner may initiate changes in the Work or Contract Time by issuing a Request for Proposal (“RFP”) or Change Order (“CO”) to Contractor.
2. Owner may issue an RFP to Contractor. Any RFP will detail all proposed changes in the Work and request a quotation of changes in Contract Sum and Contract Time from Contractor.
3. In response to an RFP, Contractor shall furnish a Change Proposal Request (CPR) within twenty-one (21) Business Days of Owner’s RFP. Upon approval of CPR, Owner may issue a Change Directive directing Contractor to proceed with extra Work.
4. If the parties agree on price and time for the work, the Owner will issue a Contact Change Order. If the parties do not agree on the price or time for a CPR, Owner may either issue a CD or decide the issue per Article 12 of Document 00 7200 (General Conditions). Contractor shall perform the changed Work notwithstanding any claims or disagreements of any nature.
Packet Page 414
May 2025
Modification Procedures 01 2600 - 4 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
1.04 PROCEDURES THAT APPLY TO CONTRACTOR- AND OWNER-INITIATED CHANGE ORDERS
A. Adjustment of Schedules to Reflect Change Orders or CDs:
1. Contractor shall revise Schedule of Values and Application for Payment forms to record each authorized Change Order or CD as a separate line item and adjust the Contract Sum as shown thereon prior to the next monthly pay period.
2. Contractor shall revise the Progress Schedules prior to the next monthly pay period, to reflect CO or CD.
3. Contractor shall enter changes in Project Record Documents prior to the next monthly pay period.
B. Required Documentation for Adjustments to Contract Amounts:
1. For all changes and cost adjustments requested, Contractor shall provide documentation of change in Contract Amounts asserted, with sufficient data to allow evaluation of the proposal.
2. In all requests for compensation, cost proposals, estimates, claims and any other calculation of costs made under the Contract Documents, Contractor shall breakout and quantify costs of labor, equipment and materials identified herein, for Contractor and subcontractors of any tier.
3. Contractor shall, on request, provide additional data to support computations for:
a. Quantities of products, materials, labor and equipment. b. Taxes, insurance, and bonds.
c. Justification for any change in Contract Time and new Progress Schedule showing revision due, if any.
d. Credit for deletions from Contract, similarly documented.
4. Contractor shall support each claim or computation for additional cost, with additional information including:
a. Origin and date of claim or request for additional compensation. b. Dates and times Work was performed and by whom.
c. Time records and wage rates paid.
d. Invoices and receipts for products, materials, equipment and subcontracts, similarly documented.
e. Credit for deletions from Contract, similarly documented.
C. Responses and Disputes:
1. For all responses for which the Contract Documents do not provide a specific time period, recipients shall respond within a reasonable time.
2. For all disputes arising from the procedures herein, Contractor shall follow Article 12 of Document 00 7200 (General Conditions).
1.05 COST DETERMINATION FOR CHANGES IN CONTRACT AMOUNTS A. Calculation of Total Cost of Extra Work:
1. Total cost of changed Work, extra Work or of Work omitted shall be the sum of three components defined immediately below as: Component 1 (Direct Cost(s)); Component 2 (Markup); and, Component 3 (bonds, insurance, taxes)
2. Component 1: Direct Cost(s) of labor, equipment and materials, is calculated based upon actually incurred (or omitted) labor costs, material costs and equipment rental costs, as defined herein;
3. Component 2: Markup on such actually incurred Direct Costs, is applied in the percentages identified below; and
4. Component 3: Actual additional costs for any additionally required insurance, bonds, and/or taxes, defined herein, is calculated without Markup.
Packet Page 415
May 2025
Modification Procedures 01 2600 - 5 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
1.06 MEASUREMENT OF DIRECT COST OF CONSTRUCTION (COST COMPONENT NO. 1) A. Composition of Component 1 (Direct Cost of Construction):
1. Component 1 has four subcomponents, also referred to as “LEMS”:
a. Labor (Component 1A)
b. Equipment (Component 1B)
c. Materials (Component 1C)
d. Subcontractors (Component 1D)
B. Measurement of Cost of Labor (Component 1A):
1. Cost of Labor shall be calculated as: Cost of labor for workers (including forepersons when authorized by Owner) used in actual and direct performance of the subject work, whether employer is Contractor, Subcontractor or other forces, in the sum of the following:
a. Actual Wages: Actual wages paid shall include any employer payments to or on behalf of workers for health and welfare, pension, vacation, and similar purposes. b. Labor surcharge: Payments imposed by local, county, state, and federal laws and ordinances, and other payments made to, or on behalf of, workers, other than actual wages as defined, such as worker’s compensation insurance. Such labor surcharge shall not exceed generally accepted standards in the State for labor rates in effect on date upon which extra Work is accomplished.
c. Cost of labor shall include no other costs, fees or charges.
2. Labor cost for operators of equipment owned and operated by Contractor or any Subcontractor, shall be no more than rates of such labor established by collective bargaining agreements for type of worker and location of Work, whether or not owner- operator (i.e., Contractor or Subcontractor) is actually covered by such an agreement.
3. Cost of labor shall be recorded and documented in certified payroll records, maintained in the form customary and/or required in the State, delivered to Owner weekly.
C. Measurement of Cost of Equipment (Component 1B):
1. Measurement of Component 1B (Cost of Equipment). Cost of Equipment shall be calculated as: Cost of Equipment used in actual and direct performance of the subject work, whether by Contractor, Subcontractor or other forces. Cost of Equipment shall be calculated as herein described.
2. For rented equipment, cost will be based on actual rental invoices, appropriate for the use and duration of the work. Equipment used on extra Work shall be of proper size and type. If, however, equipment of unwarranted size or type and cost is used, cost of use of equipment shall be calculated at rental rate for equipment of proper size and type, as determined by Owner.
3. Equipment rental cost for Contractor or Subcontractor-owned equipment, shall be determined by reference to, and not in excess of, the generally accepted standards in the State for equipment rental rates in effect on date upon which extra Work is accomplished. If there is no applicable rate for an item of equipment, then payment shall be made for Contractor- or Subcontractor-owned equipment at rental rate listed in the most recent edition of the CalTrans Standard Schedules and Specifications, and absent a rental rate therein, then the Association of Equipment Distributors (AED) book.
4. In all cases, rental rates paid shall be deemed to cover cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals.
5. Unless otherwise specified, manufacturer’s ratings, and manufacturer-approved modifications, shall be used to classify equipment for determination of applicable rental rates.
Individual pieces of equipment or tools not listed in said publication and having a replacement value of $100 or less, whether or not consumed by use, shall be considered to be small tools and no payment will be made therefore as payment is included in payment for labor. Rental time will not be allowed while equipment is inoperative due to breakdowns.
Packet Page 416
May 2025
Modification Procedures 01 2600 - 6 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
6. For equipment on Site, rental time to be paid for equipment shall be time equipment is in operation on extra Work being performed or on standby as approved by Owner. The following shall be used in computing rental time of equipment:
a. When hourly rates are listed, less than 30 minutes of operation shall be considered to be ½ hour of operation.
b. When daily rates are listed, less than four hours of operation shall be considered to be ½ Day of operation.
c. Rates shall correspond to actual rates paid by Contractor, i.e., if Contractor pays lower weekly or monthly rates, then same shall be charged to Owner.
7. For equipment that must be brought to Site to be used exclusively on extra Work, cost of transporting equipment to Site and its return to its original location shall be determined as follows:
a. Owner will pay for costs of loading and unloading equipment. b. Cost of transporting equipment in low bed trailers shall not exceed hourly rates charged by established haulers.
c. Cost of transporting equipment shall not exceed applicable minimum established rates of California Public Utilities Commission or appropriate State Dept. of Transportation. d. Owner will not make any payment for transporting and loading and unloading equipment if equipment is used on Work in any other way than upon extra Work. e. Rental period may begin at time equipment is unloaded at Site of extra Work and terminate at end of the performance of the extra Work or Day on which Owner directs Contractor to discontinue use of equipment, whichever first occurs. Excluding Saturdays, Sundays, and Owner legal holidays, unless equipment is used to perform extra Work on such Days, rental time to be paid per Day shall be four hours for zero hours of operation, six hours for four hours of operation and eight hours for eight hours of operation, time being prorated between these parameters. Hours to be paid for equipment that is operated less than eight hours due to breakdowns, shall not exceed eight less number of hours equipment is inoperative due to breakdowns.
8. Employee vehicles are not part of Component 1A, rather, are included within Component 2 (Markup).
9. Equipment costs shall include no other costs, fees or charges.
D. Measurement of Cost of Material (Component 1C):
1. Cost of Material shall be calculated as herein described. Cost of such materials will be cost to purchaser (Contractor, Subcontractor or other forces) from supplier thereof, except as the following are applicable:
2. If cash or trade discount by actual supplier is offered or available to purchaser, it shall be credited to Owner notwithstanding fact that such discount may not have been taken.
3. For materials salvaged upon completion of Work, salvage value of materials shall be deducted from cost, less discounts, of materials.
4. If cost of a material is, in opinion of Owner, excessive, then cost of material shall be deemed to be lowest current wholesale price at which material is available in quantities concerned delivered to Site, less any discounts as provided in this Paragraph.
5. Material costs shall include no other costs, fees or charges.
E. Measurement of Cost of Subcontractors (Component 1D):
1. Where reimbursed or calculated per the terms of the Contract Documents, change order or Change Directive, cost of Subcontractors shall be calculated as amounts earned by Subcontractors procured in compliance with the Contract Documents and approved by the Owner, provided such subcontractor earned amounts meet the following requirements:
Packet Page 417
May 2025
Modification Procedures 01 2600 - 7 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
a. Such amounts are earned under the terms of the Subcontracts and the Work complies with the terms of the Contract Documents;
b. Such amounts are properly requested, documented and permitted under the terms of the subcontract(s) and the Contract Documents.
c. Total cost to Owner of Direct Costs of Construction (labor, equipment, materials), Markup, and costs of bonds, insurance and taxes, conform to contract limitations (i.e., totals paid by Owner do not exceed the 20% Markup limitation.).
1.07 MEASUREMENT AND PAYMENT OF MARK UP (COST COMPONENT 2) A. Markup Percentages for Changed Work (Component 2):
1. Markup on Direct Cost of labor and materials for extra Work shall be 15%. Markup on Direct Cost of equipment for extra Work shall be 15%.
2. When extra Work is performed by Subcontractors, regardless of the number of tiers, total Markup on “Component 1” Direct Costs shall not exceed 20%. Contractor and its Subcontractors shall divide the 20% as they may agree.
3. Under no circumstances shall the total Markup on any extra Work exceed twenty (20) percent, stated as a percent of the Direct Cost of labor, equipment and materials. This limitation shall apply regardless of the actual number of subcontract tiers.
4. On proposals covering both increases and decreases in Contract Sum, Markup shall be allowed on the net increase only as determined above. When the net difference is a deletion, no percentage for Markup shall be allowed, but rather an appropriate percentage deduction shall be issued in the amount of the net difference.
B. Measurement and Payment of Mark Up (Component 2):
1. Mark Up (Component 2) provides complete compensation to Contractor for:
a. All Contractor profit;
b. All Contractor home-office overhead;
c. All Contractor assumption of risk assigned to Contractor under the Contract Documents;
d. Subject to the qualifications below regarding self-performed work, all General Conditions and General Requirements.
2. Profit. Compensation for profit included within Component 2 (Mark Up), includes without limitation: Fees of all types, nature and description; and Profit and margins of all types, nature and description.
3. Home Office Expenses. Compensation for home office expenses included within Component 2 (Mark Up), includes without limitation: Salaries and other compensation of any type of Contractor’s personnel (management, administrative and clerical), and all direct and indirect operating, travel, payroll, safety, storage, quality control, maintenance and overhead costs of any nature whatsoever, incurred by Contractor at any location other than the Project specific site office, including without limitation, Contractor’s principal or branch offices; insurance premiums other than those for Project specific insurance directed by the Owner in a change order; all hardware, software, supplies and support personnel necessary or convenient for Contractor’s capture, documentation and maintenance of its costs and cost accounting data and cost accounting and control systems and work progress reporting.
4. Assumption of Risk. Compensation for Contractor’s assumption of risk under the Contract Documents, included within Component 2 (Mark Up), includes without limitation loss, cost, damage, expense or liability resulting directly or indirectly from any of the following causes (“unallowable costs”), for Contractor and subcontractors of any tier: noncompliance with the Contract Documents, fault or negligence, defective or non-conforming Work, by Contractor or any Subcontractor or Vendor of any tier or anyone directly or indirectly employed by any of them, or for whose acts or omissions any of them are responsible or liable at law or under the Contract Documents; cost overruns of any type; costs in excess Packet Page 418
May 2025
Modification Procedures 01 2600 - 8 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
of any lump sum, not to exceed amount or GMP; costs resulting from bid or “buy out” errors, unallocated scope, or incomplete transfer of scope or contract terms to subcontractors; any costs incurred by Contractor relating to a Change in the Work without a Change Order or Change Directive in accordance with the Contract Documents; costs for work or materials for which no price is fixed in the Contract Documents, unless it is expressly specified that such work or material is to be paid for as extra work.
5. General Conditions and Division 1 General Requirements. Compensation for Contractor’s General Conditions and General Requirements Costs included within Component 2 (Mark Up), includes compensation to Contractor for: Contractor’s direct costs, without overhead or profit, for salaries and related forms of compensation and employer’s costs for labor and personnel costs, of Contractor’s employees and subconsultant’s employees (if any), while and only to the extent they are performing Work at the Project Site. Personnel and Work compensated by this Component include without limitation: All required Project management responsibilities; all on-site services; monthly reporting and scheduling; routine field inspection of Work; general superintendence; general administration and preparation of cost proposals, schedule analysis, change orders and other supporting documentation as necessary; salaries of project superintendent, project engineers, project managers, safety manager, other manager, timekeeper, and secretaries; all cost estimates and updates thereto; development, validation and updates to the project schedule; surveying; estimating.
Compensation for Contractor’s General Requirements Costs included within Component 2 (Mark Up), compensates Contractor for its “General Requirements” Costs, including without limitation: all scheduling hardware, software, licenses, equipment, materials and supplies; purchase, lease or rental, build out, procurement, supporting equipment and maintenance of temporary on-Site facilities, Project field and office trailers and other temporary facilities, office equipment and supporting utilities; platforms, fencing, cleanup and jobsite security; temporary roads, parking areas, temporary security or safety fencing and barricades, etc.; all Contractor’s motor vehicles used by any Contractor’s personnel, and all costs thereof; all health and safety requirements, required by law or Owner procedures; all surveying; all protection of Work; handling and disposal fees; final cleanup; repair or maintenance; other incidental Work; all items, activities and function similar to any of those described above; all travel, entertainment, lodging, board and the like.
6. Personnel compensated by the Markup Component do not include workers of foreman level or below in the case of self-performed work; rather, such personnel shall be treated as a Direct Cost of Construction. Costs compensated by the Markup component do not include temporary measures specifically required by the changed work, not otherwise required or ongoing in the prosecution of the Work, that commence specifically to support the changed work and conclude with the completion of the changed work. Such costs shall be treated as Direct Costs of Construction. Examples of General Requirements costs that this component may not cover are the following: temporary barricades or fencing of specific areas required specifically for the changed work; cranes required specifically for the changed work; extra security required specifically for the changed work.
1.08 MEASUREMENT AND PAYMENT OF BONDS INSURANCE TAXES (COMPONENT 3) A. Measurement of Bonds, Insurance, Taxes (Component 3):
1. Component 3 (Bonds, Insurance, Taxes) consists of the cost of bonds, insurance and taxes, also referred to as “BIT”. All State sales and use taxes, applicable County and applicable City sales taxes, shall be included. Federal and Excise tax shall not be included.
2. There is no mark up on BIT.
Packet Page 419
May 2025
Modification Procedures 01 2600 - 9 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
1.09 EFFECT OF PAYMENT
A. Change Order Compensation is All Inclusive.
1. Except as provided expressly below regarding changes that extend the Contract Time, payment of calculated cost of extra work constitutes full and complete compensation for costs or expense arising from the extra Work, and is intended to be all inclusive.
2. Payment for Direct Cost of Construction (Component 1 or LEMS) is intended to be allinclusive. Any costs or risks not delineated within cost of labor, equipment or materials herein, shall be deemed to be within the costs and risks encompassed by the applicable Markups and unallowable in any separate amount.
3. Payment of Markup (Component 2) is intended to be all-inclusive. Contractor waives claims for any further or different payment of cost and risk items delineated herein, other than the allowable percentage markup on costs set forth in the Contract Documents; such separate, further or different cost or risk items shall be unallowable, waived and liquidated within the allowable percentage markup.
4. Contractor shall recover no other costs or markups on extra work of any type, nature or description.
B. Exception for Changes Extending the Contract Time.
1. Where a change in the Work extends the Contract Time, Contractor may request and recover additional, actual direct costs, provided Contractor can demonstrate such additional costs are (i.) actually incurred performing the Work, (ii.) not compensated by the Markup allowed, and (iii) directly result from the extended Contract Time. Contractor shall make such request and provide such documentation following all required procedures, documentation and time requirements in the Contract Documents, and subject to all contract limitations of liability.
Contractor may not seek or recover such costs using formulas (e.g., Eichleay).
C. Limits of Liability I Accord and Satisfaction.
1. The foregoing limits of compensation apply in all cases of claims for changed Work, whether calculating Change Proposal Requests, Change Orders or CDs, or calculating claims and/or damages of all types, and applies even in the event of fault, negligence, strict liability, or tort claims of all kinds, including strict liability or negligence. Contractor may recover no other costs arising out of or connected with the performance of extra Work, of any nature.
2. Under no circumstances may Contractor claim or recover special, incidental or consequential damages against Owner, its representatives or agents, whether arising from breach of contract, negligence, strict liability or other tort or legal theory, unless specifically and expressly authorized in the Contract Documents.
3. No change in Work shall be considered a waiver of any other condition of Contract Documents. No claim shall be made for anticipated profit, for loss of profit, for damages, or for extra payment whatever, except as expressly provided for in Contract Documents.
4. Accord and Satisfaction: Every Change Order and accepted CD shall constitute a full accord and satisfaction, and release, of all Contractor (and if applicable, Subcontractor) claims for additional time, money or other relief arising from or relating to the subject matter of the change including, without limitation, impacts of all types, cumulative impacts, inefficiency, overtime, delay and any other type of claim. Contractor may elect to reserve its rights to disputed claims arising from or relating to the changed Work at the time it signs a Change Order or approves a CD, but must do so expressly in a writing delivered concurrently with the executed Change Order or approved CD, and must also submit a Claim for the reserved disputed items pursuant to Article 12 of Document 00 7200 (General Conditions) no later than thirty (30) days after Contractor’s first written notice of its intent to reserve rights.
Execution of any Change Order or CD shall constitute Contractor’s representation of its agreement with this provision.
Packet Page 420
May 2025
Modification Procedures 01 2600 - 10 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
1.10 MISCELLANEOUS REQUIREMENTS
A. Owner-Furnished Materials.
1. Owner reserves right to furnish materials as it deems advisable, and Contractor shall have no claims for costs and Markup on such materials.
B. Records And Certification.
1. All charges shall be recorded daily and summarized in Change Proposal Request form attached hereto. Contractor or authorized representative shall complete and sign form each day. Contractor shall also provide with the form: the names and classifications of workers and hours worked by each; an itemization of all materials used; and a list by size type and identification number of equipment and hours operated.
2. Owner shall have the right to audit all records in possession of Contractor relating to activities covered by Contractor’s claims for modification of Contract, including CD Work. This right shall be specifically enforceable, and any failure of Contractor to voluntarily comply shall be deemed an irrevocable waiver and release of all claims then pending that were or could have been subject to Article 12 of Document 00 7200 (General Conditions).
PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION – NOT USED
END OF SECTION
[COST PROPOSAL FORM FOLLOWS ON NEXT PAGE]
Packet Page 421
May 2025
Modification Procedures 01 2600 - 11 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
COST PROPOSAL (CP)
Owner [Insert Project Name] CP Number:
Contract Number
To: [Insert Name of Owner]
Attention: [ ]
[Insert Owner’s Address]
Phone: ( ) -
Fax: ( ) -
Date:
In Response To
Bulletin #, etc.
From: [Insert Contractor’s NameIAddress]
This Cost Proposal is in response to the above-referenced [insert Bulletin, etc. as applicable].
Brief description of change(s):
ITEM DESCRIPTION
PRIME
CONTRACTOR SUB 1 SUB 2 SUB 3 SUB 4 TOTAL
MATERIAL
LABOR
EQUIPMENT
Other (Specify) Extended
Overhead
TOTAL COST
Subcontractor’s Overhead &
Profit 15 percent
Contractor’s Overhead &
Profit 15 percent
Overhead & Profit to
Contractor for
Subcontractor’s Work 5
percent
(percent of Total Cost above
not including any Overhead
& Profit – may not exceed
20%)
GRAND TOTAL
REQUESTED CHANGE IN CONTRACT TIME (DAYS)
(Time Impact Evaluation Enclosed)
By Contractor: Signature: Date:
Packet Page 422
May 2025
Project Meetings 01 3119 - 1 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
DIVISION 1 GENERAL REQUIREMENTS
SECTION 01 3119
PROJECT MEETINGS
PART 1 – GENERAL
1.01 SUMMARY
A. Section includes description of required project meetings.
1.02 PRECONSTRUCTION CONFERENCE
A. Preconstruction Conference. Owner will call for and administer Preconstruction Conference at time and place to be announced (usually the week prior to start of Work at the Site). Contractor, all major Subcontractors, and major suppliers shall attend Preconstruction Conference. Agenda may include, but not be limited to, the following items:
1. Schedules
2. Personnel and vehicle permit procedures
3. Use of premises
4. Location of the Contractor’s on-Site facilities
5. Security
6. Housekeeping
7. Submittal and RFI procedures
8. Inspection and testing procedures, on-Site and off-Site
9. Utility shutdown procedures
10. Control and reference point survey procedures
11. Injury and Illness Prevention Program
12. Contractor’s Initial Progress Schedule
13. Contractor’s Schedule of Values
14. Contractor’s Schedule of Submittals
15. Jurisdictional agency requirements
B. The Contractor shall deliver the following submittals at the preconstruction meeting:
1. Schedules
2. Water Pollution Control Plan (BMPs)
3. Safety Plan
4. Sample Resident Notification Letter
5. Any submittal requiring prompt review due to required lead times
1.03 WEEKLY PROJECT MEETINGS
A. Owner will schedule and administer weekly progress meetings throughout duration of Work.
Progress meetings will be held weekly unless otherwise directed by Owner. Meetings shall be held at Owner’s Offices unless otherwise specified in Contract Documents.
1. Owner’s Representative will prepare agenda and distribute it 2 Days in advance of meeting to the Contractor.
2. Participants with agenda items shall present them.
3. The Architect/Engineer and other responsible entities shall attend meetings unless otherwise specified in Contract Documents or provided by Owner.
4. Owner shall record and distribute the meeting minutes. Minutes shall be distributed by the Owner to the Contractor within 3 business days after the meeting. Contractor shall distribute the minutes to those affected by decisions made at meeting. Attendees shall have 5 business days to submit comments or additions to the minutes. Minutes shall Packet Page 423
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Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
constitute final memorialization of results of meeting.
5. Progress meetings shall be attended by Contractor’s job superintendent, major Subcontractors and suppliers, Owner, and others as appropriate to agenda topics for each meeting.
6. Agenda may contain the following items, as appropriate:
a. Review, revise as necessary, and approve previous meeting minutes b. Review of Work progress since last meeting
c. Status of Construction Work Schedule, delivery schedules, adjustments d. Submittal, RFI, and Change Order status
e. Review of the Contractor’s safety program activities and results, including report on all serious injury and/or damage accidents
f. Other items affecting progress of Work
1.04 PROGRESS SCHEDULE AND BILLING MEETINGS
A. A meeting will be held on approximately the 20th of each month to review the schedule update submittal and progress payment application.
B. At this meeting, at a minimum, the following items will be reviewed:
1. Percent complete of each activity;
2. Time impact evaluations for Change Orders and Time Extension Request;
3. Actual and anticipated activity sequence changes;
4. Actual and anticipated duration changes; and
5. Actual and anticipated Contractor delays.
C. These meetings are considered a critical component of overall monthly schedule update submittal and Contractor shall have appropriate personnel attend. At a minimum, Contractor’s General Superintendent and Scheduler shall attend these meetings.
PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION – NOT USED
END OF SECTION
Project Meetings 01 3119 - 2 City of Seaside
Packet Page 424
May 2025
Progress Schedules and Submittals 01 3230 - 1 City of Seaside Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
DIVISION 1 GENERAL REQUIREMENTS
SECTION 01 3230
PROGRESS SCHEDULES AND SUBMITTALS
PART 1 – GENERAL
1.01 SUMMARY
A. Section includes description of requirements and procedures for submitting progress schedules and submittals.
1.02 CONTRACTOR TO SUBMIT PROGRESS SCHEDULES
A. Contractor shall submit original (baseline) progress schedule before or at the pre-construction meeting for review by the Owner.
B. Baseline Progress Schedule shall show Contractor’s construction and procurement activities, including but not limited to, equipment procurement and delivery (Contractor and Owner supplied), activities with Subcontractors and suppliers, major submittal reviews, commissioning of systems, use of major equipment on site, and necessary interface with Owner and third parties required to complete the Work in a timely manner and in accordance with Contract Time.
1.03 SCHEDULE REQUIREMENTS.
A. Unless Owner agrees in writing otherwise, progress schedule shall be on Microsoft Project, Primavera P6, Suretrack, or equivalent software, as Owner may specify, which Contractor shall prepare and supply to Owner, with all datapoint entries completed for start dates, necessary work activities, durations (not longer than 21 calendar days) and logic ties.
B. Contractor’s progress schedule may be in the form of a CPM (arrow) diagram or, if Owner agrees in writing, a bar chart. The hard copies of the schedule supplied to Owner shall indicate the critical path of the Work (in red) and shall show a logical progression of the Work through completion within Contract Time.
C. Unless Owner agrees in writing otherwise, progress schedule shall also show early and late start and finish dates and total available float (float to the successor activity’s late start date) for each activity. Owner has no obligation to accept an early completion schedule.
1.04 MONTHLY UPDATES
A. Contractor’s progress schedule shall be updated monthly to reflect actual progress. The schedule shall be subject to Owner’s review and acceptance for use in monitoring Contractor’s Work and evaluating Applications for Payment.
B. Contractor shall supply Owner with an electronic copy of the updated progress schedule with each monthly payment application. Contractor shall provide Owner with two-week lookahead schedules weekly, showing in detail and activities and resources scheduled for the immediate two-week period.
1.05 RECOVERY SCHEDULE
A. Owner may request a recovery schedule should Contractor fall 21 or more Days behind any schedule Milestone, which schedule shall show Contractor’s plan and resources committed to retain Contract completion dates.
B. The recovery schedule shall show the intended critical path. If Owner requests, Contractor shall also:
1. Secure and demonstrate appropriate Subcontractor and supplier consent to the recovery Schedule.
2. Submit a narrative explaining trade flow and construction flow changes and man-hour loading assumptions for major Work activities and/or Subcontractors.
Packet Page 425
May 2025
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
1.06 TIME IMPACT EVALUATION (“TIE”) FOR CHANGE ORDERS, TIME EXTENSIONS AND DELAYS:
A. When Contractor requests a time extension for any reason, Contractor shall submit a TIE that includes both a written narrative and a schedule diagram depicting how the changed Work or other impact affects other schedule activities. The schedule diagram shall show how Contractor proposes to incorporate the changed Work or other impact in the schedule and how it impacts the current Schedule update critical path or otherwise. Contractor is also responsible for requesting time extensions based on the TIE’s impact on the critical path. The diagram shall be tied to the main sequence of scheduled activities to enable Owner to evaluate the impact of changed Work to the scheduled critical path.
B. Contractor is responsible for all costs associated with the preparation of TIE’s, and the process of incorporating TIE’s into the current schedule update. Provide Owner with four copies of each TIE.
PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION – NOT USED
END OF SECTION
Progress Schedules and Submittals 01 3230 - 2 City of Seaside Packet Page 426
May 2025
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
DIVISION 1 GENERAL REQUIREMENTS
SECTION 01 3300
SUBMITTALS
PART 1 – PART 1 GENERAL
1.01 SUMMARY
A. Section includes description of requirements and procedures for submittals. Please refer to the technical specifications and/or plans for any additional submittals not specifically mentioned in this section.
1.02 SCHEDULE OF SUBMITTALS
A. Contractor shall prepare for Owner’s review and acceptance prior to commencement of work on the Site, for purposes of contract administration, a schedule of submittals (also referred to as a submittal register) required to complete the Work, prepared by Contractor and accepted by Owner for contract administration. Schedule of submittals shall include, for each submittal: the specification or drawing reference requiring the submittal, if applicable; the material, item, or process for which the submittal is required; the submittal number and identifying title of the submittal; the Contractor's anticipated submission date and the approval need date.
B. Contractor shall update monthly the schedule of submittals to reflect actual submission and acceptance dates for submittals. Review by Owner of schedule of submittals does not excuse Contractor of obligation to supply, schedule and coordinate all submittals required by the Contract Documents.
C. Following is a list of anticipated submittals. Please refer to the technical specifications and incorporated Reports (i.e. Hazardous Materials Survey Report) for any additional submittals not specifically mentioned in this section.
1. Safety Plan (See Section 09970)
2. Water Pollution Control Plan / Spill Prevention Plan (See Section 09970)
3. Injury Illness Prevention Plan / Worker Protection Program (See Section 09970)
4. Testing and Evaluation Programs (Air, Soil, Water Quality) (See Section 09970)
5. Sampling, Handling, Testing and Disposal of Debris (See Section 09970)
6. Tests, Certificates
7. Record Drawings
1.03 CONTRACTOR TO SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SUBMITTALS.
A. Contractor shall review for compliance with Contract Documents, approve and submit to Owner Shop Drawings, Product Data, Samples and similar submittals required by Contract Documents.
B. Contractor shall schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Contractor shall include certifications to be submitted with the pertinent drawings at the same time.
C. Contractor shall coordinate scheduling, sequencing, preparing and processing of all submittals with performance of work so that work will not be delayed by submittal processing.
Submittals 01 3300-1 City of Seaside
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Submittals 01 3300-2 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
D. Submittals shall specifically identify any Work depicted that does not conform to the Contract Documents.
1.04 OWNER REVIEW OF SHOP DRAWINGS, PRODUCT DATA AND SUBMITTALS.
A. After review by Owner of each Submittal, material will be returned to Contractor with actions defined as follows:
1. NO EXCEPTIONS TAKEN - Accepted subject to its compatibility with general design concept of the Work, future Submittals and additional partial Submittals for any portions of the Work not covered in this Submittal. Does not constitute acceptance or deletion of specified or required items not shown on the Submittal.
2. MAKE CORRECTIONS NOTED (NO RESUBMISSIONS REQUIRED) - Same as item 1 above, except that minor corrections as noted shall be made by Contractor.
3. REVISE AS NOTED AND RESUBMIT - Rejected because of major inconsistencies or errors that shall be resolved or corrected by Contractor prior to subsequent review by Owner.
4. REJECTED - RESUBMIT - Submitted material does not conform to Drawings and/or Specifications in major respect, i.e.: wrong size, model, capacity, or material.
B. Favorable review will not constitute acceptance by Owner of any responsibility for the accuracy, coordination, or completeness of the Submittals. Accuracy, coordination, and completeness of Submittals shall be sole responsibility of Contractor, including responsibility to back-check comments, corrections, and modifications from Owner’s review before fabrication. Contractor, Subcontractors, or suppliers may prepare Submittals, but Contractor shall ascertain that Submittals meet requirements of Contract Documents, while conforming to structural space and access conditions at point of installation. Owner’s review will be only to assess if the items covered by the Submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as indicated by the Contract Documents. Favorable review of Submittal, method of Work, or information regarding materials and equipment Contractor proposes to furnish shall not relieve Contractor of responsibility for errors therein and shall not be regarded as assumption of risks or liability by Owner, or any officer or employee thereof, and Contractor shall have no claim under Contract Documents on account of failure or partial failure or inefficiency or insufficiency of any plan or method of Work or material and equipment so accepted. Favorable review shall be considered to mean merely that Owner has no objection to Contractor using, upon Contractor’s own full responsibility, plan or method of Work proposed, or furnishing materials and equipment proposed.
C. Unless otherwise specified, Owner’s review will not extend to the means, methods, techniques, sequences, or procedures of construction or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions.
D. Contractor shall perform no portion of the Work for which the Contract Documents require submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has been favorably reviewed by the Owner; otherwise, any such Work is at Contractor’s sole risk.
PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION – NOT USED
END OF SECTION
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Regulatory Requirements 01 - 4100 - 1 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
DIVISION 1 GENERAL REQUIREMENTS
SECTION 01 4100
REGULATORY REQUIREMENTS
PART 1 – GENERAL
1.01 SUMMARY
A. Section includes:
1. Regulatory requirements applicable to Contract Documents
2. Required provisions under Local Agency Disputes Act
3. Required references under federal law
1.02 GENERAL
A. Compliance with Laws
1. Conform to all applicable codes, laws, ordinances, rules and regulations, which shall have full force and effect as though printed in full in these Specifications. Codes, laws, ordinances, rules, regulations and ordinances (Regulatory Requirements) are not furnished to Contractor, because Contractor is assumed to be familiar with these requirements.
2. Any listing of Regulatory Requirements for hazardous waste abatement Work in the Contract Documents is supplied to Contractor as a courtesy and shall not limit Contractor’s responsibility for complying with all applicable Regulatory Requirements having application to the Work. Where conflict among the Regulatory Requirements or with these Specifications occurs, the most stringent requirements shall be used.
3. Specific reference in the Specifications to codes and regulations or requirements of regulatory agencies shall mean the latest printed edition of each adopted by the regulatory agency in effect at the time of the opening of Bids, except as may be otherwise specifically stated in the Contract Documents.
B. Precedence
1. Where specified requirements differ from Regulatory Requirements, the more stringent requirements shall take precedence. Where Drawings or Specifications require or describe products or execution of better quality, higher standard or greater size than required by Regulatory Requirements, then Drawings and Specifications shall take precedence so long as such increase is legal. Where no requirements are identified on Drawings or in Specifications, comply with all Regulatory Requirements of governing authorities having jurisdiction.
2. Should any conditions develop not covered by the Contract Documents wherein the finished Work will not comply with current codes, a Change Order detailing and specifying the required Work shall be submitted to and approved by Owner before proceeding with the Work.
1.03 REGULATORY REQUIREMENTS
A. Applicable Codes
1. Codes that apply to Contract Documents include all Codes applicable to construction, including, but not limited to, the following:
a. California Building Code (2016 Edition or latest applicable code) as amended by applicable local ordinances for all construction work.
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Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
b. California Electrical Code (2016 Edition or latest applicable code) as amended by applicable local ordinances for all construction work.
c. California Plumbing Code (2016 Edition or latest applicable code) as amended by applicable local ordinances for plumbing, sewage disposal and health requirements. d. California Mechanical Code (2016 Edition or latest applicable code) as amended by applicable local ordinances for all construction work.
e. International Fire Code (2016 Edition or latest applicable code) as amended by applicable local ordinances for all construction work.
f. California Administrative Code Titles 15, 19 and 24 (with California amendments), and Americans with Disabilities Act (ADA) accessibility guidelines, whichever is more stringent.
g. All State laws and City and County Ordinances, rules of the State or City or County Health Departments, rules of the National Board of Fire Underwriters and National Fire Protection Associations, and local power company regulations for mechanical and electrical work.
B. Applicable Laws, Statutes, Ordinances, Rules, And Regulations
1. During prosecution of Work to be done under Contract Documents, Contractor shall comply with applicable laws, ordinances, rules and regulations, including, but not limited to, the following:
a. Federal:
1) Americans With Disabilities Act of 1990
2) 29 CFR, Section 1910.1001, Asbestos
3) 40 CFR, Subpart M, National Emission Standards for Asbestos 4) Executive Order 11246
5) Federal Endangered Species Act
6) Clean Water Act
b. State of California:
1) California Code of Regulations, Titles 5, 8, 17, 19, 21, 22, 24 and 25 2) California Public Contract Code
3) California Health and Safety Code
4) California Government Code
5) California Labor Code
6) California Civil Code
7) California Code of Civil Procedure
8) CPUC General Order 95, Rules for Overhead Electric Line Construction 9) CPUC General Order 128, Rules for Construction of Underground Electric Supply and Communications Systems
10) Cal/OSHA
11) OSHA: Hazard Communications Standards
12) California Endangered Species Act
13) Water Code
14) Fish and Game Code
c. State of California Agencies:
1) State and Consumer Services Agency
2) Office of the State Fire Marshall
3) Office of Statewide Health Planning and Development
4) Department of Fish and Game
5) All Air Quality Management Districts with jurisdiction 6) All Regional Water Quality Control Boards with jurisdiction 7) Division of the State Architect (if having jurisdiction) Packet Page 430
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Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
d. All Local Agencies with jurisdiction (cities, counties, fire departments) C. Change Orders and Claims:
1. The California Public Contract Code, including but not limited to Section 7105(d)(2), and the California Government Code Section 930.2 et seq., apply to all contract procedures for changes, time extensions, change orders (time or compensation) and claims.
2. Any change, waiver, or omission to implement contract change order and claim procedures shall have no legal effect unless expressly permitted in a fully executed change order approved by Contractor and Owner and approved as to form by their respective legal counsel.
D. Required Provisions On Contract Claim Resolution
1. The California Public Contract Code specifies required provisions on resolving contract claims less than $375,000, which are set forth below, and constitute a part of this Contract.
2. For the purposes of this section, “Claim” means a separate demand by Contractor of $375,000 or less for (1) a time extension, (2) payment or money or damages arising from Work done by or on behalf of Contractor arising under the Contract Documents and payment of which is not otherwise expressly provided for or the Claimant is not otherwise entitled to, or (3) an amount the payment of which is disputed by Owner. In order to qualify as a Claim, the written demand must state that it is a Claim submitted under paragraph 12 of Document 00 7200 (General Conditions) and be submitted in compliance with all requirements of Document 00 7200 (General Conditions), paragraph 12. Separate Claims which total more than $375,000 do not qualify as a “separate demand of $375,000 or less,” as referenced above, and are not subject to this section.
3. A voucher, invoice, payment application, or other routine or authorized form of request for payment is not a Claim for purposes of this section. If such request is disputed as to liability or amount, then the disputed portion of the submission may be converted to a Claim under this section by submitting a separate claim in compliance with Contract Documents claim submission requirements.
4. Caution. This section does not apply to tort claims and nothing in this section is intended nor shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1 and Chapter 2 of Part 3 of Division 3.6 of Title 1 of the California Government Code.
5. Procedure:
a. The Claim must be in writing, submitted in compliance with all requirements of Document 00 7200 (General Conditions), paragraph 12, including, but not limited to, the time prescribed by and including the documents necessary to substantiate the Claim, pursuant to Document 00 7200 (General Conditions), paragraph 12.3. Claims must be filed on or before the day of final payment. Nothing in this section is intended to extend the time limit or supersede notice requirements for the filing of claims as set forth in Document 00 7200 (General Conditions), paragraph 12 or elsewhere in the Contract Documents.
b. For Claims of fifty thousand dollars ($50,000) or less, Owner shall respond in writing within forty-five (45) days of receipt of the Claim, or Owner may request in writing within thirty (30) days of receipt of the Claim, any additional documentation supporting the Claim or relating to any defenses or claims Owner may have against Claimant. If additional information is thereafter required, it shall be requested and provided in accordance with this section upon mutual agreement of Owner and Claimant. Owner’s written response to the Claim, as further documented, shall be submitted to Claimant within fifteen (15) days after receipt of further documentation or within a period of time no greater than taken by Claimant in producing the additional information, whichever is greater.
c. For Claims over Fifty Thousand Dollars ($50,000) and less than or equal to $375,000: Owner shall respond in writing within sixty (60) days of receipt of the Packet Page 431
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Claim, or Owner may request in writing within thirty (30) days of receipt of the Claim, any additional documentation supporting the Claim or relating to any defenses or claims Owner may have against Claimant. If additional information is thereafter required, it shall be requested and provided in accordance with this section, upon mutual agreement of Owner and Claimant; Owner’s written response to the Claim, as further documented, shall be submitted to Claimant within thirty (30) days after receipt of further documentation or within a period of time no greater than taken by Claimant in producing the additional information, whichever is greater. d. Meet and Confer: If Claimant disputes Owner’s written response, or Owner fails to respond within the time prescribed above, Claimant shall notify Owner, in writing, either within fifteen (15) days of receipt of Owner’s response or within fifteen (15) days of Owner’s failure to timely respond, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon demand Owner will schedule a meet and confer conference within thirty (30) days for settlement of the dispute. e. Following the meet and confer conference, if the Claim or any portion remains in dispute, Claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the California Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time Claimant submits its written claim as set forth herein, until the time that Claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process.
E. Compliance With Americans With Disabilities Act
1. Contractor acknowledges that, pursuant to the Americans with Disabilities Act (ADA), programs, services and other activities provided by a public entity to the public, whether directly or through a Contractor, must be accessible to the disabled public. Contractor shall provide the services specified in the Contract Documents in a manner that complies with the ADA and any and all other applicable federal, state and local disability rights legislation.
Contractor agrees not to discriminate against disabled persons in the provision of services, benefits or activities provided under the Contract Documents and further agrees that any violation of this prohibition on the part of Contractor, its employees, agents or assigns shall constitute a material breach of the Contract Documents.
F. Compliance With IRCA
1. Contractor acknowledges that Contractor, and all subcontractors hired by Contractor to perform services under this Agreement, are aware of and understand the immigration Reform and Control Act (“IRCA”). Contractor is and shall remain in compliance with the IRCA and shall ensure that any subcontractors hired by Contractor to perform services under this Agreement are in compliance with the IRCA. In addition, Contractor agrees to indemnify, defend and hold harmless Owner, its agents, officers and employees, from any liability, damages or causes of action arising out of or relating to any claims that Contractor’s employees, or employees of any subcontractor hired by Contractor, are not authorized to work in the United States for Contractor or its subcontractor and/or any other claims based upon alleged IRCA violations committed by Contractor or Contractor’s subcontractors.
PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION – NOT USED
END OF SECTION
Regulatory Requirements 01 - 4100 - 4 City of Seaside
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References and Definitions 01 4200 - 1 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
DIVISION 1 GENERAL REQUIREMENTS
SECTION 01 4200
REFERENCES AND DEFINITIONS
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
1. Reference standards, abbreviations, symbols, and definitions used in Contract Documents.
2. Full titles are given in this Section for standards cited in other Sections of Specifications.
1.02 REFERENCE TO STANDARDS AND SPECIFICATIONS OF TECHNICAL SOCIETIES;
REPORTING AND RESOLVING DISCREPANCIES
A. References
1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to the laws or regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard, specification, manual, code, or laws or regulations in effect at the time of opening of Bids, except as may be otherwise specifically stated in the Contract Documents.
2. If during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such law or regulation applicable to the performance of the Work or of any such standard, specification, manual, or code or of any instruction of any supplier, Contractor shall report it in writing at once to Owner’s Representative and Architect/Engineer, and Contractor shall not proceed with the Work affected thereby until consent to do so is given by Owner.
B. Precedence
1. Except as otherwise specifically stated in the Contract Documents or as may be provided by Change Order, CCD, or Supplemental Instruction, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and:
a. The provisions of any such standard, specification, manual, code, or instruction (whether or not specifically incorporated by reference in the Contract Documents); or b. The provisions of any such laws or regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such law or regulation).
2. No provision of any such standard, specification, manual, code, or instruction shall be effective to change the duties and responsibilities of Owner, Owner’s Representative, Architect/Engineer or Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents, nor shall it be effective to assign to Owner, Architect/Engineer, or any of their consultants, agents, representatives or employees any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents.
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Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
C. Referenced Grades, Classes, and Types:
1. Where an alternative or optional grade, class, or type of product or execution is included in a reference but is not identified in Drawings or in Specifications, provide the highest, best, and greatest of the alternatives or options for the intended use and prevailing conditions.
D. Edition Date of References:
1. When an edition or effective date of a reference is not given, it shall be understood to be the current edition or latest revision published as of the date of opening Bids.
2. All amendments, changes, errata and supplements as of the effective date shall be included.
E. ASTM and ANSI References: Specifications and Standards of the American Society for Testing and Materials (ASTM) and the American National Standards Institute (ANSI) are identified in the Drawings and Specifications by abbreviation and number only and may not be further identified by title, date, revision, or amendment. It is presumed that Contractor is familiar with and has access to these nationally- and industry-recognized specifications and standards.
1.03 DEFINITIONS
A. Meaning of Words and Phrases
Wherever any of the words or phrases defined below, or a pronoun used in place thereof, is used in any part of the Contract Documents, it shall have the meaning here set forth. Where abbreviations and symbols are used, such abbreviations and symbols shall be given their common meaning in the construction industry. In the Contract Documents, the neuter gender includes the feminine and masculine, and the singular number includes the plural.
While Owner has made an effort to identify all defined terms with initial caps, the following definitions shall apply regardless of case unless the context otherwise requires:
1. Addenda: Written or graphic instruments issued prior to the opening of Bids, which clarify, correct, or change the bidding requirements or the Contract Documents. Addenda shall not include the minutes of the Pre-Bid Conference and/or Site Visit.
2. Agreement (Document 00 5200): Agreement is the basic Contract Document that binds the parties to construction Work. Agreement defines relationships and obligations between Owner and Contractor and by reference incorporates Conditions of Contract, Drawings, and Specifications and contains Addenda and all Modifications subsequent to execution of Contract Documents.
3. Alternate: Work added to or deducted from the base Bid, if accepted by Owner.
4. Application for Payment: Written application for monthly or periodic progress or final payment made by Contractor complying with the Contract Documents.
5. Approved Equal: Approved in writing by Owner as being of equivalent quality, utility and appearance.
6. Architect/Engineer: If used elsewhere in the Contract Documents, “Architect/Engineer” shall mean a person (or that person’s firm) holding a valid California State Architect’s or Engineer’s license representing the Owner in the administration of the Contract Documents.
Architect/Engineer may be an employee of or an independent consultant to Owner. When Architect/Engineer is referred to within the Contract Documents and not an employee of Owner, Architect/Engineer shall be construed to include employees of Architect/Engineer and/or employees that Architect/Engineer supervises. When the designated Architect/Engineer is an employee of Owner, his or her authorized representatives on the Project will be included under the term Architect/Engineer. If Architect/Engineer is an employee of Owner, Architect/Engineer is the beneficiary of all Packet Page 434
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References and Definitions 01 4200 - 3 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
Contractor obligations to Owner, including without limitation, all releases and indemnities.
Architect/Engineer may also be referred to as Architect or Engineer.
7. Asbestos: Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by OSHA or Cal/OSHA.
8. Bid: The offer or proposal of the Bidder submitted on the prescribed form(s) setting forth the prices for the Work to be performed.
9. Bidder: One who submits a Bid.
10. Bidding Documents: All documents comprising the Project Manual (including all documents and Specification Sections listed in Document 00 0110 [Table of Contents]), including documents supplied for bidding purposes only and Contract Documents.
11. Board: The governing body of the Owner.
12. Business Day: Any Day other than Saturday, Sunday, and the following days that have been designated as holidays by Owner. If a holiday falls on a Saturday, the preceding Friday will be the holiday. If a holiday falls on a Sunday, the following Monday will be the holiday. a. New Year’s Day, January 1;
b. Martin Luther King Jr.’s Birthday, third Monday in January; c. Presidents’ Day, third Monday in February;
d. Cesar Chavez Day, March 31;
e. Memorial Day, last Monday in May;
f. Juneteenth, June 19;
g. Independence Day, July 4;
h. Labor Day, first Monday in September;
i. Veterans’ Day, November 11;
j. Thanksgiving Day, as designated by the President;
k. The Day following Thanksgiving Day;
l. The Day preceding Christmas Day, December 24;
m. Christmas Day, December 25; and
n. Each day appointed by the Governor of California and formally recognized by the Governing Board as a day of mourning, thanksgiving, or special observance.
13. By Owner: Work that will be performed by Owner or its agents at the Owner’s expense.
14. By Others: Work that is outside scope of Work to be performed by Contractor under this Contract, which will be performed by Owner, other contractors, or other means.
15. Change Order: A written instrument prepared by Owner and signed by Owner and Contractor, stating their agreement upon all of the following:
a. a change in the Work;
b. the amount of the adjustment in the Contract Sum, if any; and c. the amount of the adjustment in the Contract Time, if any.
16. Code Inspector: A local or state agency responsible for the enforcement of applicable codes and regulations.
17. Concealed: Work not exposed to view in the finished Work, including within or behind various construction elements.
18. Construction Change Directive (“CCD”): A written order prepared and signed by Owner, directing a change in the Work and stating a proposed basis for adjustment, if any, in the Contract Sum or Contract Time, or both.
19. Contract Amount: a change order price, line item price, Contract Sum, or other price assigned to a scope of work.
20. Contract Conditions or Conditions of the Contract: Consists of two parts: General Conditions and Supplementary Conditions.
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References and Definitions 01 4200 - 4 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
a. General Conditions are general clauses that are common to the Owner Contracts, including Document 00 7200 (General Conditions).
b. Supplementary Conditions modify or supplement General Conditions to meet specific requirements for Contract Documents, including Document 00 7201 (Supplementary Conditions).
21. Contract Documents and Contract: Contract Documents and Contract shall consist of the documents identified as the Contract Documents in Document 00 5200 (Agreement), plus all changes, Addenda, and modifications thereto.
22. Contract Modification: Either:
a. a written amendment to Contract signed by Contractor and Owner; or b. a Change Order; or
c. a Construction Change Directive; or
d. a written directive for a minor change in the Work issued by Owner.
23. Contract Sum: The sum stated in the Agreement and, including authorized adjustments, the total amount payable by Owner to Contractor for performance of the Work and the Contract Documents. The Contract Sum is also sometimes referred to as the Contract Price or the Contract Amount.
24. Contract Time: The number or numbers of Days or the dates stated in the Agreement to achieve Substantial Completion of the Work or designated Milestones; and/or to achieve Final Completion of the Work so that it is ready for final payment and is accepted.
25. Contractor: The person or entity identified as such in the Agreement and referred to throughout the Contract Documents as if singular in number and neutral in gender. The term “Contractor” means the Contractor or its authorized representative.
26. Contractor’s Employees: Persons engaged in execution of Work under Contract as direct employees of Contractor, as Subcontractors, or as employees of Subcontractors.
27. Day: One calendar day of 24 hours measured from midnight to the next midnight, unless the word “day” is specifically modified to the contrary.
28. Defective: An adjective which, when modifying the word “Work,” refers to Work that is unsatisfactory or unsuited for the use intended, faulty, or deficient, that does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents (including but not limited to approval of Samples and “or equal” items), or has been damaged prior to final payment (unless responsibility for the protection thereof has been assumed by Owner). Unapproved substitutions are defective. Owner is the judge of whether Work is Defective.
29. Division of State Architect: A division of the State of California providing, design and construction oversight for K–12 schools and community colleges, and developing and maintaining accessibility standards and codes utilized in public and private buildings throughout the State of California.
30. Drawings: The graphic and pictorial portions of Contract Documents, wherever located and whenever issued, showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules, and diagrams.
31. Equal: Equal in opinion of Owner. Burden of proof of equality is responsibility of Contractor.
32. Final Acceptance or Final Completion: Owner’s acceptance of the Work as satisfactorily completed in accordance with Contract Documents. Requirements for Final Acceptance/Final Completion include, but are not limited to:
a. Final cleaning is completed.
b. All systems having been tested and accepted as having met requirements of Contract Documents.
c. All required instructions and training sessions having been given by Contractor.
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Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
d. All Project Record Documents having been submitted by Contractor, reviewed by Owner, and accepted by Owner.
e. All punch list Work, as directed by Owner, having been completed by Contractor. f. Generally all Work, except Contractor maintenance after Final Acceptance/Final Completion, having been completed to satisfaction of Owner.
33. Force Account: Work directed to be performed without prior agreement as to lump sum or unit price cost thereof, and which is to be billed at cost for labor, materials, equipment, taxes, and other costs, plus a specified percentage for overhead and profit.
34. Exposed: Work exposed to view in the finished Work, including behind louvers, grilles, registers and various other construction elements.
35. Furnish: Supply only, do not install.
36. Indicated: Shown or noted on the Drawings.
37. Install: Install or apply only, do not furnish.
38. Latent: Not apparent by reasonable inspection, including but not limited to, the inspections and research required as a condition to bidding under Document 00 7200 (General Conditions).
39. Law: Unless otherwise limited, all applicable laws including without limitation all federal, state, and local laws, statutes, standards, rules, regulations, ordinances, and judicial and administrative decisions.
40. Lead: Any material with a detectable lead in excess of the reporting limits of 0.010% of weight.
41. Material: This word shall be construed to embrace machinery, manufactured articles, materials of construction (fabricated or otherwise), and any other classes of material to be furnished in connection with Contract, except where a more limited meaning is indicated by context.
42. Milestone: A principal event specified in Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all Work.
43. Modification: Same as Contract Modification.
44. Not in Contract or “NIC”: Work that is outside the scope of Work to be performed by Contractor under Contract Documents.
45. Notice of Completion: Shall have the meaning provided in California Civil Code §3093, and any successor statute.
46. Off Site: Outside geographical location of the Project.
47. Owner: Owner is defined in Document 00 5200 (Agreement).
48. Owner-Furnished, Contractor Installed: Items furnished by Owner at its cost for installation by Contractor at its cost under Contract Documents.
49. Owner’s Representative(s): See Document 00 5200 (Agreement).
50. Partial Utilization: Use by Owner of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all of the Work.
51. PCBs: Polyclorinated byphenyls.
52. Phase: A specified portion of the Work (if any) specifically identified as a Phase in Document 00 5200 (Agreement) or Document 01 1100 (Summary). For this Project, “Phase 1” does not represent a “portion”, but a designation for sequencing in the overall development for Campus Town.
53. Product Data: That information (brochures, catalog sheets, manufacturer’s cut sheets, etc.) supplied by vendors having technical and commercial characteristics of the supplied equipment or materials and accompanying commercial terms such as warranties, instructions, and manuals.
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Demolition Project
Phase 1B (Re-Bid)
54. Progress Report: A periodic report submitted by Contractor to Owner with progress payment invoices accompanying progress schedule. See Document 00 7200 (General Conditions).
55. Project: Total construction of which Work performed under Contract Documents may be whole or part.
56. Project Manager: If used elsewhere in the Contract Documents, “Project Manager” shall mean a person representing the Owner in the administration of the Contract Documents.
Project Manager may be an employee of or an independent consultant to Owner. When Project Manager is referred to within the Contract Documents and no Project Manager has in fact been designated, then the matter shall be referred to Owner. The term Project Manager shall be construed to include employees of Project Manager and/or employees that Project Manager supervises. When the designated Project Manager is an employee of Owner, his or her authorized representatives on the Project will be included under the term Project Manager. If Project Manager is an employee of Owner Project Manager is the beneficiary of all Contractor obligations to Owner, including without limitation, all releases and indemnities.
57. Project Manual: Project Manual consists of Bidding Requirements, Agreement, Bonds, Certificates, Contract Conditions, Drawings, and Specifications.
58. Project Record Documents: All Project deliverables required under the Contract Documents, including without limitation, as built drawings; Installation, Operation, and Maintenance Manuals; and Machine Inventory Sheets.
59. Provide: Furnish and install.
60. Request for Information (“RFI”): A document prepared by Contractor requesting information regarding the Project or Contract Documents. The RFI system is also a means for Owner to submit Contract Document clarifications or supplements to Contractor.
61. Request for Proposals (“RFP”): A document issued by Owner to Contractor whereby Owner may initiate changes in the Work or Contract Time as provided in Contract Documents.
62. Request for Substitution (“RFS”): A document prepared by Contractor requesting substitution of materials as permitted and to the extent permitted in Contract Documents.
63. RFI-Reply: A document consisting of supplementary details, instructions, or information issued by Owner that clarifies or supplements Contract Documents, and with which Contractor shall comply. RFI-Replies do not constitute changes in Contract Sum or Contract Time except as otherwise agreed in writing by Owner. RFI-Replies will be issued through the RFI administrative system.
64. Samples: Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged.
65. Shop Drawings: All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work.
66. Shown: As indicated on Drawings.
67. Site: The particular geographical location of Work performed pursuant to the Contract Documents.
68. Specifications: The written portion of the Contract Documents consisting of requirements for materials, equipment, construction systems, standards, and workmanship for the Work; performance of related services.
69. Specified: As written in Specifications.
70. Subcontractor: A person or entity that has a direct contract with Contractor to perform a portion of the Work at the Site. The term “Subcontractor” is referred to throughout the Contract Documents as if singular in number and neutral in gender and means a Packet Page 438
May 2025
References and Definitions 01 4200 - 7 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
Subcontractor or an authorized representative of the Subcontractor. The term “Subcontractor” does not include a separate contractor or subcontractors of a separate contractor.
71. Substantial Completion: The Work (or a specified part thereof) has progressed to the point where, in the opinion of Owner as evidenced by a notice or certificate of Substantial Completion, the Work is sufficiently complete, in accordance with Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended, and unperformed or incomplete work elements are minor in nature; or if no such certificate is issued, when the Work (or specified part) is complete and ready for final payment as evidenced by written recommendation of Owner for final payment. The terms “Substantially Complete” and “Substantially Completed” as applied to all or part of the Work refer to Substantial Completion thereof.
72. Supplemental Instruction: A written directive from Owner to Contractor ordering alterations or Modifications that do not result in change in Contract Sum or Contract Time, and do not substantially change Drawings or Specifications.
73. Testing and Special Inspection Agency: An independent entity engaged to inspect and/or test the workmanship, materials, or manner of construction of buildings or portions of buildings, to determine if such construction complies with the Contract Documents and applicable codes.
74. Underground Facilities: All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities that have been installed underground to furnish any of the following services or materials: Electricity, gases, chemicals, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems, or water.
75. Unit Price Work: Shall be the portions of the Work for which a unit price is provided in Document 00 5200 (Agreement) or Section 01 1100 (Summary).
76. Work: The entire completed construction, or the various separately identifiable parts thereof, required to be furnished under the Contract Documents within the Contract Time. Work includes and is the result of performing or furnishing labor and furnishing and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents including everything shown in the Drawings and set forth in the Specifications. Wherever the word “work” is used, rather than the word “Work,” it shall be understood to have its ordinary and customary meaning.
B. Other Defined Terms
The following terms are not necessarily identified with initial caps; however they shall have the meaning set forth below:
1. Wherever words “as directed,” “as required,” “as permitted,” or words of like effect are used, it shall be understood that direction, requirements, or permission of Owner is intended.
Words “sufficient,” “necessary,” “proper,” and the like shall mean sufficient, necessary, or proper in judgment of Owner. Words “approved,” “acceptable,” “satisfactory,” “favorably reviewed,” or words of like import, shall mean approved by, or acceptable to, or satisfactory to, or favorably reviewed by Owner.
2. Wherever the word “may” or “ought” is used, the action to which it refers is discretionary.
Wherever the word “shall” or “will” is used, the action to which it refers is mandatory.
PART 2 - PRODUCTS – NOT USED
PART 3 - EXECUTION – NOT USED
END OF SECTION
Packet Page 439
May 2025
Contract Closeout 01 7700 - 1 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
DIVISION 1 GENERAL REQUIREMENTS
SECTION 01 7700
CONTRACT CLOSEOUT
PART 1 - GENERAL
1.01 SUMMARY
A. Section describes requirements and procedures for:
1. Substantial Completion
2. Final Completion
3. Close Out
4. Warranties
1.02 SUBSTANTIAL COMPLETION
A. Removal of Temporary Construction Facilities and Project Cleaning.
1. Prior to Substantial Completion inspection: remove temporary materials, equipment, services, and construction; clean all areas affected by the Work; clean and repair damage caused by installation or use of temporary facilities; restore permanent facilities used during construction to specified condition.
B. Procedure for Substantial Completion
1. When Contractor considers Work or designated portion of the Work as Substantially Complete, submit written notice to Owner, with list of items remaining to be completed or corrected and explanation of why such items do not prevent Owner’s beneficial use and occupancy of the Work for its intended purposes. Within reasonable time, Owner will inspect to determine status of completion.
2. Should Owner determine that Work is not Substantially Complete, Owner will promptly notify Contractor in writing, listing all defects and omissions. Contractor shall remedy deficiencies and send a second written notice of Substantial Completion. Owner will reinspect the Work.
If deficiencies previously noted are not corrected on reinspection, then pay the cost of the reinspection.
3. When Owner concurs that Work is Substantially Complete, Owner will issue a written notice or certificate of Substantial Completion, accompanied by Contractor’s list of items to be completed or corrected as verified by Owner.
4. A punch list examination will be performed upon Substantial Completion. One follow-up review of punch list items for each discipline will be provided. If further Site visits are required to review punch list items due to incompleteness of the Work by Contractor, Contractor will reimburse Owner for costs associated with these visits.
1.03 FINAL COMPLETION
A. Requirements
1. Final Completion occurs when Work meets requirements for Owner’s Final Acceptance.
B. Procedure
1. When Contractor considers Work is Finally Complete, submit written certification that:
a. Contractor has inspected Work for compliance with Contract Documents, and all requirements for Final Acceptance have been met.
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May 2025
Contract Closeout 01 7700 - 2 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
b. Except for Contractor maintenance after Final Acceptance, Work has been completed in accordance with Contract Documents and deficiencies listed with Certificate of Substantial Completion have been corrected.
c. Project Record Documents are completed and turned over to Owner, and Work is complete and ready for final inspection.
2. In addition to submittals required by Contract Documents, provide submittals required by governing authorities and submit final statement of accounting giving total adjusted Contract Sum, previous payments, and sum remaining due.
3. Should Owner determine that Work is incomplete or Defective, Owner promptly will so notify Contractor, in writing, listing the incomplete or Defective items. Contractor shall promptly remedy the deficiencies and notify the Owner when it is ready for reinspection.
C. Final Adjustments of Accounts:
1. Submit a final statement of accounting to Owner, showing all adjustments to the Contract Sum and complete and execute Document 00 6530 (Agreement and Release of Claims).
2. If so required, Owner shall prepare a final Change Order for submittal to Contractor, showing adjustments to the Contract Sum that were not previously made into a Contract Modification.
D. Warranties
1. Submit material prior to final Application for Payment. For items of Work delayed materially beyond Date of Substantial Completion, provide updated Submittal within 14 Days after acceptance, listing date of acceptance as start of warranty period.
2. Warranty Forms: Submit drafts to Owner for approval prior to execution. Forms shall not detract from or confuse requirements or interpretations of Contract Documents.
3. Rejection of Warranties: Owner reserves right to reject unsolicited and coincidental product warranties that detract from or confuse requirements or interpretations of Contract Documents.
4. Term of Warranties: For materials and workmanship, warranty period shall be two years minimum from date of Final Completion of entire Work except where:
a. Detailed Specifications for certain materials, equipment or systems require longer warranty periods.
b. Materials, equipment or systems are put into beneficial use of Owner prior to Final Completion as agreed to in writing by Owner.
E. Warranty of Title:
1. No material, supplies, or equipment for Work under Contract shall be purchased subject to any chattel mortgage, security agreement, or under a conditional sale or other agreement by which an interest therein or any part thereof is retained by seller or supplier. Contractor warrants good title to all material, supplies, and equipment installed or incorporated in Work and agrees upon completion of all Work to deliver premises, together with improvements and appurtenances constructed or placed thereon by Contractor, to Owner free from any claim, liens, security interest, or charges, and further agrees that neither Contractor nor any person, firm, or corporation furnishing any materials or labor for any Work covered by Contract shall have right to lien upon premises or improvement or appurtenances thereon.
Nothing contained in this paragraph, however, shall defeat or impair right of persons furnishing materials or labor under bond given by Contractor for their protection or any rights under law permitting persons to look to funds due Contractor in hands of Owner.
F. Turn-In. Contract Documents will not be closed out and final payment will not be made until all keys issued to Contractor during prosecution of Work and letters from property owners, pursuant to Contract Documents, are turned in to Owner.
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May 2025
Contract Closeout 01 7700 - 6 City of Seaside
Fort Ord Military Reservation Property
Demolition Project
Phase 1B (Re-Bid)
G. Release of Claims. Contract Documents will not be closed out and final payment will not be due or made until Document 00 6530 (Agreement and Release of Claims) is completed and executed by Contractor and Owner.
H. Fire Inspection Coordination. Coordinate fire inspection and secure sufficient notice to Owner to permit convenient scheduling (if applicable).
I. Building Inspection Coordination. Coordinate with Owner a final inspection for the purpose of obtaining an occupancy certificate (if applicable).
PART 2 - PRODUCTS – NOT USED
PART 3 - EXECUTION – NOT USED
END OF SECTION
Packet Page 442
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
015000 - 1 / 2 Temporary Facilities and Controls
SECTION 015000
TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary utilities.
B. Temporary sanitary facilities.
C. Temporary Controls: Barriers, enclosures, and fencing.
D. Security requirements.
E. Vehicular access and parking.
F. Waste removal facilities and services.
1.02 RELATED REQUIREMENTS
A. Section 015100 - Temporary Utilities.
B. Section 015500 - Vehicular Access and Parking.
1.03 TEMPORARY UTILITIES - SEE SECTION 015100
A. Provide and pay for all electrical power, lighting, and water required for construction purposes.
B. Existing facilities may not be used.
1.04 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.
B. Maintain daily in clean and sanitary condition.
1.05 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.
B. Provide barricades required by governing authorities for public rights-of-way.
C. Provide protection for plants designated to remain. Replace damaged plants.
D. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.
1.06 FENCING
A. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates with locks.
1. For the Abandoned Fast Food Restaurant Site and Chapel Site, fencing surrounding the entire site is required. For all other sites, fencing / barriers may be limited to ingress / egress points, unless otherwise directed by the City of Seaside.
2. The existing chain-link fencing surrounding the parking lot at the Fire Station Site may be utilized during demolition activities, but will
1.07 SECURITY - SEE SECTION 013553
A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft.
1.08 VEHICULAR ACCESS AND PARKING - SEE SECTION 015500
A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles.
B. Coordinate access and haul routes with governing authorities and Owner.
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Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
015000 - 2 / 2 Temporary Facilities and Controls
C. Provide and maintain access to fire hydrants, free of obstructions.
D. Provide means of removing mud from vehicle wheels before entering streets.
E. Designated existing on-site roads may be used for construction traffic.
F. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking.
1.09 WASTE REMOVAL
A. See Section 017419 - Construction Waste Management and Disposal, for additional requirements.
B. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.
C. Provide containers with lids. Remove trash from site periodically.
D. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.
E. Open free-fall chutes are not permitted.
1.10 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial Completion inspection.
B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.
C. Clean and repair damage caused by installation or use of temporary work.
D. Restore existing facilities used during construction to original condition.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION 015000
Packet Page 444
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
015100 - 1 / 1 Temporary Utilities
SECTION 015100
TEMPORARY UTILITIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary Utilities: Provision of electricity and water.
1.02 RELATED REQUIREMENTS
A. Section 015000 - Temporary Facilities and Controls:
1.03 REFERENCE STANDARDS
A. 29 CFR 1926 - Safety and Health Regulations for Construction; Current Edition.
1.04 TEMPORARY ELECTRICITY
A. Cost: By Contractor.
1.05 TEMPORARY WATER SERVICE
A. Cost of Water Used: By Contractor.
B. Provide and maintain suitable quality water service for construction operations at time of project mobilization.
C. Connect to existing water source.
1. Exercise measures to conserve water.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION 015100
Packet Page 445
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
015500 - 1 / 2 Vehicular Access and Parking
SECTION 015500
VEHICULAR ACCESS AND PARKING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Access roads.
B. Parking.
C. Existing pavements and parking areas.
D. Construction parking controls.
E. Flag persons.
F. Haul routes.
G. Traffic signs and signals.
H. Maintenance.
I. Removal, repair.
J. Mud from site vehicles.
PART 2 PRODUCTS
2.01 MATERIALS
A. Temporary Construction: Contractor's option.
2.02 SIGNS, SIGNALS, AND DEVICES
A. Traffic Cones and Drums, Flares and Lights: As approved by local jurisdictions.
B. Flag Person Equipment: As required by local jurisdictions.
PART 3 EXECUTION
3.01 PREPARATION
A. Clear areas, provide surface and storm drainage of road, parking, area premises, and adjacent areas.
3.02 ACCESS ROADS
A. Use of designated existing on-site streets and driveways for construction traffic is permitted.
B. Extend and relocate as work progress requires, provide detours as necessary for unimpeded traffic flow.
C. Provide unimpeded access for emergency vehicles. Maintain 20 foot width driveways with turning space between and around combustible materials.
D. Provide and maintain access to fire hydrants free of obstructions.
3.03 PARKING
A. Use of designated areas of existing parking facilities by construction personnel is permitted.
B. Arrange for temporary parking areas to accommodate use of construction personnel.
C. When site space is not adequate, provide additional off-site parking.
3.04 CONSTRUCTION PARKING CONTROL
A. Control vehicular parking to prevent interference with public traffic and parking, access by emergency vehicles, and Owner's operations.
B. Prevent parking on or adjacent to access roads or in non-designated areas.
3.05 FLAG PERSONS
Packet Page 446
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
015500 - 2 / 2 Vehicular Access and Parking
A. Provide trained and equipped flag persons to regulate traffic when construction operations or traffic encroach on public traffic lanes.
3.06 HAUL ROUTES
A. Consult with authority having jurisdiction, establish public thoroughfares to be used for haul routes and site access.
B. Confine construction traffic to designated haul routes.
C. Provide traffic control at critical areas of haul routes to regulate traffic, to minimize interference with public traffic.
3.07 TRAFFIC SIGNS AND SIGNALS
A. At approaches to site and on site, install at crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic.
B. Relocate as work progresses, to maintain effective traffic control.
3.08 MAINTENANCE
A. Maintain traffic and parking areas in a sound condition.
B. Maintain existing paved areas used for construction; promptly repair breaks, potholes, low areas, standing water, and other deficiencies, to maintain paving and drainage in original, or specified, condition.
3.09 REMOVAL, REPAIR
A. Remove underground work and compacted materials to a depth of 2 feet; fill and grade site as specified.
B. Repair existing facilities damaged by use, to original condition.
C. Remove equipment and devices when no longer required.
D. Repair damage caused by installation.
3.10 MUD FROM SITE VEHICLES
A. Provide means of removing mud from vehicle wheels before entering streets.
END OF SECTION 015500
Packet Page 447
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
015723.02 - 1 / 5 Temporary Storm Water Pollution
Control (SWPPP)
SECTION 015723.02
TEMPORARY STORM WATER POLLUTION CONTROL (SWPPP)
(GREATER THAN ONE ACRE OF DISTURBED SOIL) – SWPPP REQUIRED PART 1 GENERAL
1.01 SUMMARY
A. This section describes the temporary storm water pollution control requirements for construction sites that involve the disturbance of one acre or greater of soil or disturbs less than one acre of soil but is part of a larger common plan of development. These requirements and constraints are in addition to those appearing elsewhere in the Specifications or any regulation, codes, certificates, notices, etc. that may be required by jurisdictions that have authority over the Work.
1.02 RELATED SECTIONS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.03 SCOPE OF WORK
A. A This Project is covered under the National Pollution Discharge Elimination System (NPDES) General Permit For Stormwater discharges Associated With Construction And Land Disturbance Activities (General Permit) Order 2009-0009-DWQ as amended by 2010-0014- DWQ and 2012-0006-DWQ-NPDES No. CAS000002 (CGP) and a Waste Discharge Identification Number (WDID#) has been issued by the State (WDID# 9 37C397554). The project been assigned a Risk Level 1. The Contractor is responsible for maintaining compliance with the CGP and all activities described in this Section through completion of punch list activities. The Work also includes the following:
1. The Contractor will be responsible for preparing and finalizing a Storm Water Pollution Prevention Plan (SWPPP) for the Project.
2. Implementation and maintenance of the approved SWPPP that is in conformance with the requirements of a Risk Level 1 project, as specified in the CGP. The SWPPP and BMPs shall apply to all construction related areas and activities associated with the Project as shown on the Contract Drawings and as specified in these Specifications, such as staging areas, equipment and material storage sites, waste management areas, temporary plant sites, and borrow pit operations which may be outside the construction limits and shall remain and be maintained until the completion of all punch list items.
3. Implementation and maintenance of Storm Water Pollution Prevention Best Management Practices (BMPs) as described in the approved SWPPP for the Project.
4. Performance of storm water inspections that is in conformance with the requirements of a Risk Level 1 project, as specified in the CGP.
5. Preparation and submittal of a close-out report.
1.04 SUBMITTALS
A. A Contractor shall submit the following requiring the City’s review and approval.
1. Storm Water Pollution Prevention Plan
2. Amendments to the Storm Water Prevention Plan
3. End of Project Storm Water Compliance Report, with copies of the inspection reports.
1.05 REFERENCES
A. The publication and guidance listed below form a part of these Specifications to the extent referenced. These items are referred to in the text by the basic designation only.
1. State Water Resources Control Board Construction Stormwater Program, https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html. – Packet Page 448
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
015723.02 - 2 / 5 Temporary Storm Water Pollution
Control (SWPPP)
Supplemental guidance on preparation of a California NPDES Construction Activities Storm Water General Permit SWPPP (General Construction Storm Water Permit),
2. State Water Resources Stormwater Multiple Application Reports and Tracking System (SMARTs) https://smarts.waterboards.ca.gov/smarts/faces/SwSmartsLogin.xhtml
3. and Water Pollution Control webpage, https://dot.ca.gov/programs/construction/stormwater-and-water-pollution-control/manuals-and-handbooks – Supplemental guidance on the preparation of a SWPPP found in the Storm Water Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP) Preparation Manual. BMP guidance and details are available in the Caltrans Storm Water Quality Handbooks, Construction Site Best Management Practices (BMPs) Manual. Guidance is also provided for construction storm water monitoring,
4. Construction BMP Handbook, https://www.casqa.org/resources/bmp-handbooks - Supplemental guidance on the installation and maintenance of common erosion and sediment control BMPs, good housekeeping BMPs, waste management BMPs, and other commonly used practices for construction sites in California.
1.06 REGULATIONS
A. Comply with all applicable federal, state, and local regulations, including but not limited to air, water, environmental, transport and disposal regulations. Specific regulations applicable to discharges to storm water conveyance system for this Project include the following:
1. National Pollution Discharge Elimination System (NPDES) General Permit For Stormwater discharges Associated With Construction And Land Disturbance Activities Order No. 2009-0009-DWQ as amended by 2010-0014-DWQ and 2012-0006-DWQ NPDES No.
CAS000002 (CGP) as amended, and/or modified. (Dischargers that obtained permit coverage under the 2009 permit prior to the 2022 permit's effective date, may continue coverage under the 2009 permit for up to two years after the 2022 permit's effective date.
On September 1, 2025, all existing Notices of Intent covered under the 2009 permit will be administratively terminated, and new permit coverage under the 2022 permit must be obtained if construction is still active).
2. National Pollution Discharge Elimination System (NPDES) General Permit For Stormwater discharges Associated With Construction And Land Disturbance Activities (General Permit) Order WQ 2022-0057-DWQ NPDES No. CAS000002 (2022 CGP) as amended, and/or modified.
1.07 STORM WATER POLLUTION PREVENTION PLAN
A. Submit Storm Water Prevention Plan (SWPPP) conforming to the requirements of this Section as part of the Technical Specifications.
1. The Contractor shall submit the SWPPP and the following information to the Engineer prior to the Pre-Construction Conference for approval.
a. Work shall not be started until the SWPPP has been approved by the City and accepted by the Engineer.
b. Contractor is to provide the SMARTs account user name for the project Qualified SWPPP developer (QSD) and Qualified SWPPP Practitioner (QSP) to the Engineer. c. Subsequent modifications and amendments to the SWPPP are subject to the review and approval by the City and accepted by the Engineer.
B. SWPPP: The Contractor shall submit a site specific SWPPP that includes all applicable phases of construction activity, including but not limited to pre-earth work, demolition, clearing, grading and land development, excavating, filling, construction, paving, the installation of structures at water course and final site stabilization.
1. The SWPPP shall include, but not be limited to, site information, identification of potential pollutants, and identification of appropriate storm water pollution prevention BMPs to be Packet Page 449
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
015723.02 - 3 / 5 Temporary Storm Water Pollution
Control (SWPPP)
utilized by the Contractor throughout the duration of the Project, designed to meet the Numeric Action Levels (NALs) as required by the CGP.
2. The SWPPP must identify the responsible personnel for permit compliance.
3. The SWPPP shall also include provisions for BMP maintenance, inspection and repair, and employee training.
4. As applicable, the SWPPP shall include a plan for storm water sampling and reporting.
5. SWPPP BMPs shall include erosion and sediment controls, materials and waste management controls, non-stormwater controls, and post-construction storm water management controls.
6. The SWPPP shall also include site drawings with details of appropriate BMPs to be implemented and their locations for each phase of construction activity. As with the SWPPP itself, these site plans shall be updated as necessary when changes occur.
C. Qualifications of the Qualified SWPPP Developer (QSD): The SWPPP and amendments shall be prepared by a Qualified SWPPP Developer (QSD) as defined in the CGP D. Qualifications of the Contractor’s Qualified SWPPP Developer (QSD): The Contractor must retain a QSD from the beginning of the project until the NOT is approved.
E. Qualifications of the Contractor’s Qualified SWPPP Practitioner (QSP): The Contractor must retain a designated Qualified SWPPP Practitioner (QSP) to implement, document, and maintain CGP compliance at the site. The QSP is responsible for site visual inspections, documentation, and any sampling and analysis. The QSP must meet the qualifications of a “Qualified SWPPP Practitioner” as defined in the CGP. The QSP must have the authority to implement and make field decisions to maintain compliance with the CGP. Documentation of QSP qualifications is to be included in the SWPPP.
F. Qualified SWPPP Practitioner (QSP) Delegate: The Port may authorize a QSP to delegate visual inspections, sampling, and/or SWPPP and BMP implementation activities to others (delegates) (e.g., superintendent, project manager, foreman, contractor, coworker) that have received training for their respective tasks. A QSP opting to delegate tasks to others shall provide the following training based on the guidelines set by the Construction General Permit Training Team:
a. Foundational training for all delegates regarding stormwater compliance roles and responsibilities, forecast information, and documentation and reporting procedures; and
b. Site-specific training regarding visual inspections, sampling procedures, and/or SWPPP and BMP implementation activities relevant to the delegate’s assigned responsibilities.
2. Prior to a delegate conducting any tasks, the QSP must determine that the delegate(s) can perform and have a competent understanding of the visual inspection, sampling, and/or SWPPP and BMP implementation tasks prior to fully delegating the responsibility to the individual.
3. The current delegate(s), including name, email, and phone number, must be maintained in a training log, included as an attachment to the SWPPP, prior to the delegate performing the delegated function; and the delegate(s) must have a system used to record and report issues back to the QSP within 24 hours of when a corrective action is needed.
4. The City may at any time revoke an approval to delegate QSP tasks to another individual based on site conditions, BMP implementation or compliance issues on the site.
PART 2 PRODUCTS
2.01 MATERIALS
A. Types: Materials shall be as shown and specified in the publications listed above.
Packet Page 450
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
015723.02 - 4 / 5 Temporary Storm Water Pollution
Control (SWPPP)
B. Availability: The Contractor shall have adequate materials on site to deploy BMPs to protect the exposed portions of the site and to prevent sediment and pollutant discharges from the site.
PART 3 EXECUTION
3.01 GENERAL
A. The regulations listed in this Section prohibit degradation of water quality and require prevention or control of discharges from construction sites and construction activities for all City of Seaside projects.
B. A copy of the current approved plan shall be maintained on site at all times.
C. The Contractor shall implement appropriate BMPs to prevent and/or control potential discharges and to protect the storm water conveyance system from any and all activities with the potential to release materials directly or indirectly into the storm water conveyance system.
D. If a selected BMP fails, it shall be repaired and modified, if necessary, or replaced with an acceptable alternate as soon as it is safe to do so.
E. Upon Project Completion, the Contractor shall prepare a storm water close-out report that satisfies the annual reporting requirements contained in Section XVI of the CGP.
F. The Contractor is required to submit the original implemented SWPPP and any amendments along with all inspection reports and sampling data at Project Completion.
3.02 AUTHORITY OF THE ENGINEER AND CITY STAFF
A. The Engineer has the authority to limit the surface area of soils exposed by clearing and grubbing, excavation, borrow, and fill operations, and to direct the Contractor to provide immediate, permanent, or temporary BMPs to minimize pollutant transport. The Engineer has the authority to require BMPs to be installed or maintained by the Contractor at any time and to stop or delay work that could result in pollutant transport, until such time as the Contractor provides adequate BMP protection.
3.03 BEST MANAGEMENT PRACTICES (BMPS)
A. The Contractor shall provide an effective combination of erosion and sediment control BMPs, Non-Storm Water Management BMPs, Materials, and Waste Management BMPs.
1. Erosion control BMPs include, but are not limited to, scheduling, slope roughening, preservation of existing vegetation, hydraulic mulches, temporary seeding, soil stabilizers and binders, bonded fiber matrix (BFM), erosion control blankets, and plastic covers.
Temporary sediment control BMPs include but are not limited to linear sediment barriers (such as slit fence, fiber rolls, and gravel bag berms), sediment traps, storm drain inlet protection, tracking controls, and dust control.
2. Non-storm water management BMPs include but are not limited to: pavement cutting, vehicle and equipment cleaning, vehicle and equipment fueling and maintenance.
3. Materials and Waste Management BMPs include, but are not limited to, material storage, stockpiles, spill prevention and control, cleanup, and concrete waste management.
B. Routine site visual inspections are to be carried out by the QSP, or QSP Delegate, as required by the CGP and as described in the approved SWPPP. The site is to be inspected and BMPs are to be evaluated weekly before, during and after a Qualifying Precipitation Event. Required site visual inspections are to be carried out for the duration of the Project and through approval of the Notice of Termination (NOT). The site visual inspections are to be documented and inspection reports are to be maintained on the site.
3.04 COORDINATION
A. Contractor shall coordinate with the Engineer for the turnover of the SWPPP. The Contractor shall work with the City in systematically implementing the Contractor BMPs..
3.05 TRAINING
Packet Page 451
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
015723.02 - 5 / 5 Temporary Storm Water Pollution
Control (SWPPP)
A. Contractor shall ensure that training on this special condition is given to all employees and subcontractors involved in construction activities. This training shall include, but not be limited to, the location of the storm drains on the job site; the direct link between the stormdrain system and the bay; potential pollutants; and BMP installation, inspection, maintenance, and repair.
3.06 UNAUTHORIZED DISCHARGES
A. No discharges of any material may enter the storm water conveyance system including process and wash waters, dust, petroleum products, soil, or debris. The rinsing of paint or cementitious products into storm drains in prohibited. The Contractor shall be responsible for cleanup, mitigation, and penalties resulting from failure to implement and maintain appropriate BMPs for pollution prevention.
3.07 NOTIFICATION
A. The Contractor shall notify the Engineer immediately of any unauthorized releases to the storm drain. The Contractor shall immediately document all unauthorized releases including but not limited to the time, date and duration, material released, and action taken to stop discharge and prevent future discharges. Documentation shall be provided to the Engineer and included in the SWPPP.
3.08 CLEANUP
A. All temporary BMPs and unsalvageable materials used in the storm water pollution prevention program shall be removed and properly disposed of at the completion of Work.
END OF SECTION 015723.02
Packet Page 452
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
017419 - 1 / 3 Construction Waste Management
and Disposal
SECTION 017419
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
PART 1 GENERAL
1.01 WASTE MANAGEMENT REQUIREMENTS
A. Owner requires that this project generate the least amount of trash and waste possible.
B. Employ processes that ensure the generation of as little waste as possible due to error, poor planning, breakage, mishandling, contamination, or other factors.
C. Minimize trash/waste disposal in landfills; reuse, salvage, or recycle as much waste as economically feasible.
D. Contractor shall submit Waste Disposal Reports; all landfill disposal, recycling, salvage, and reuse must be reported regardless of to whom the cost or savings accrues; use the same units of measure on all reports.
E. Methods of trash/waste disposal that are not acceptable are:
1. Burning on the project site.
2. Burying on the project site.
3. Dumping or burying on other property, public or private.
4. Other illegal dumping or burying.
5. Incineration, either on- or off-site.
F. Regulatory Requirements: Contractor is responsible for knowing and complying with regulatory requirements, including but not limited to Federal, state and local requirements, pertaining to legal disposal of all construction and demolition waste materials.
1.02 RELATED REQUIREMENTS
A. Section 012500 - Substitution Procedures.
B. Section 013000 - Administrative Requirements: Additional requirements for project meetings, reports, submittal procedures, and project documentation.
C. Section 015000 - Temporary Facilities and Controls: Additional requirements related to trash/waste collection and removal facilities and services.
D. Section 016000 - Product Requirements: Waste prevention requirements related to product substitutions.
E. Section 311000 - Site Clearing: Handling and disposal of land clearing debris.
1.03 DEFINITIONS
A. Clean: Untreated and unpainted; not contaminated with oils, solvents, caulk, or the like.
B. Construction and Demolition Waste: Solid wastes typically including building materials, packaging, trash, debris, and rubble resulting from construction, remodeling, repair and demolition operations.
C. Hazardous: Exhibiting the characteristics of hazardous substances, i.e., ignitibility, corrosivity, toxicity or reactivity.
D. Nonhazardous: Exhibiting none of the characteristics of hazardous substances, i.e., ignitibility, corrosivity, toxicity, or reactivity.
E. Nontoxic: Neither immediately poisonous to humans nor poisonous after a long period of exposure.
F. Recyclable: The ability of a product or material to be recovered at the end of its life cycle and remanufactured into a new product for reuse by others.
Packet Page 453
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
017419 - 2 / 3 Construction Waste Management
and Disposal
G. Recycle: To remove a waste material from the project site to another site for remanufacture into a new product for reuse by others.
H. Recycling: The process of sorting, cleansing, treating and reconstituting solid waste and other discarded materials for the purpose of using the altered form. Recycling does not include burning, incinerating, or thermally destroying waste.
I. Return: To give back reusable items or unused products to vendors for credit.
J. Reuse: To reuse a construction waste material in some manner on the project site.
K. Salvage: To remove a waste material from the project site to another site for resale or reuse by others.
L. Sediment: Soil and other debris that has been eroded and transported by storm or well production run-off water.
M. Source Separation: The act of keeping different types of waste materials separate beginning from the first time they become waste.
N. Toxic: Poisonous to humans either immediately or after a long period of exposure.
O. Trash: Any product or material unable to be reused, returned, recycled, or salvaged.
P. Waste: Extra material or material that has reached the end of its useful life in its intended use. Waste includes salvageable, returnable, recyclable, and reusable material.
1.04 SUBMITTALS
A. Waste Disposal Reports: Submit with details of quantities of trash and waste, means of disposal or reuse, and costs; show both totals to date and since last report.
1. Submit updated Report with each Application for Progress Payment; failure to submit Report will delay payment.
2. Submit Report on a form acceptable to Owner.
3. Landfill Disposal: Include the following information:
a. Identification of material.
b. Amount, in tons or cubic yards, of trash/waste material from the project disposed of in landfills.
c. State the identity of landfills, total amount of tipping fees paid to landfill, and total disposal cost.
d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity and cost.
4. Other Disposal Methods: Include information similar to that described above, as appropriate to disposal method.
PART 2 PRODUCTS (NOT USED)
2.01 PRODUCT SUBSTITUTIONS
A. See Section 016000 and Section 012500.
B. For each proposed product substitution, submit the following information in addition to requirements specified in Section 016000:
1. Relative amount of waste produced, compared to specified product.
2. Cost savings on waste disposal, compared to specified product, to be deducted from the Contract Price.
3. Proposed disposal method for waste product.
4. Markets for recycled waste product.
PART 3 EXECUTION
3.01 WASTE MANAGEMENT PROCEDURES
Packet Page 454
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
017419 - 3 / 3 Construction Waste Management
and Disposal
A. See Section 015000 for additional requirements related to trash/waste collection and removal facilities and services.
3.02 WASTE MANAGEMENT PLAN IMPLEMENTATION
A. Manager: Designate an on-site person or persons responsible for instructing workers and overseeing and documenting results of the Waste Management Plan.
B. Communication: Distribute copies of the Waste Management Plan to job site foreman, each subcontractor, Owner, and Engineer.
C. Instruction: Provide on-site instruction of appropriate separation, handling, and recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the project.
D. Meetings: Discuss trash/waste management goals and issues at project meetings.
1. Prebid meeting.
2. Preconstruction meeting.
3. Regular job-site meetings.
E. Facilities: Provide specific facilities for separation and storage of materials for recycling and trash disposal, for use by all contractors.
1. Provide containers as required.
2. Provide adequate space for pick-up and delivery and convenience to subcontractors.
3. Keep recycling and trash/waste bin areas neat and clean and clearly marked in order to avoid contamination of materials.
F. Hazardous Wastes: Separate, store, and dispose of hazardous wastes according to applicable regulations.
G. Recycling: Separate, store, protect, and handle at the site identified recyclable waste products in order to prevent contamination of materials and to maximize recyclability of identified materials. Arrange for timely pickups from the site or deliveries to recycling facility in order to prevent contamination of recyclable materials.
END OF SECTION 017419
Packet Page 455
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
024100 - 1 / 4 Demolition
SECTION 024100
DEMOLITION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Building demolition excluding removal of hazardous materials and toxic substances.
B. Selective demolition of built site elements.
C. Selective demolition of building elements for alteration purposes.
D. Abandonment and removal of existing utilities and utility structures.
1.02 RELATED REQUIREMENTS
A. Section 011000 - Summary: Description of items to be salvaged or removed for re-use by Contractor.
B. Section 015000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal.
C. Section 015713 - Temporary Erosion and Sediment Control.
D. Section 017419 - Construction Waste Management and Disposal: Limitations on disposal of removed materials; requirements for recycling.
E. Section 311000 - Site Clearing: Vegetation and existing debris removal.
F. Section 312200 - Grading: Fill material for filling holes, pits, and excavations generated as a result of removal operations.
G. Section 312323 - Fill: Filling holes, pits, and excavations generated as a result of removal operations.
1.03 REFERENCE STANDARDS
A. 29 CFR 1926 - Safety and Health Regulations for Construction; Current Edition.
B. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2022, with Errata (2021).
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements for submittal procedures.
B. Site Plan: Indicate:
1. Vegetation to be protected.
2. Areas for temporary construction and field offices.
3. Areas for temporary and permanent placement of removed materials.
C. Demolition Plan: Submit demolition plan as required by OSHA and local AHJs.
1. Indicate extent of demolition, removal sequencing, bracing and shoring, and location and construction of barricades and fences.
2. Demolition firm qualifications.
D. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface construction.
1.05 QUALITY ASSURANCE
A. Demolition Firm Qualifications: Company specializing in the type of work required.
1. Minimum of 5 years of documented experience.
PART 2 PRODUCTS -- NOT USED
PART 3 EXECUTION
Packet Page 456
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
024100 - 2 / 4 Demolition
3.01 DEMOLITION
A. Remove the entire building designated as the Fire Station Building 4403A located at 4403 General Jim Moore Boulevard; the abandoned Fast Food Restaurant located at 4401 General Jim Moore Boulevard; the Chapel located north of the intersection of Colonel Durham Street and Arnhem Road; the Building 4450A located southwest of the intersection of Colonel Durham Street and 6th Avenue; and the shed structure located northeast of the intersection of Gigling Road and Parker Flats Cutoff Road, within the East Parker Flats Cutoff area, in Seaside, CA 93955.
B. Remove all paving and curbs within site boundaries.
C. Remove foundation walls and footings to whatever depth is required to perform the work, or a minimum of 2 feet below finished grade, whichever is greater.
D. Remove concrete slabs on grade within site boundaries.
E. Remove utility mains, utility services, utility laterals, manholes and manhole covers, curb inlets and catch basins, handholes, boxes, and all applicable utility appurtenances, unless otherwise noted on the plans (i.e. protect-in-place utilities).
F. Remove fences and gates.
G. Remove creosote-treated wood utility poles.
H. Remove other items indicated, for salvage, relocation, and recycling.
3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS
A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.
1. Obtain required permits.
2. Comply with applicable requirements of NFPA 241.
3. Use of explosives is not permitted.
4. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.
5. Provide, erect, and maintain temporary barriers and security devices.
6. Use physical barriers to prevent access to areas that could be hazardous to workers or the public.
7. Conduct operations to minimize effects on and interference with adjacent structures and occupants.
8. Do not close or obstruct roadways or sidewalks without permits from authority having jurisdiction.
9. Conduct operations to minimize obstruction of public and private entrances and exits. Do not obstruct required exits at any time. Protect persons using entrances and exits from removal operations.
10. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon, or limit access to their property.
B. Do not begin removal until receipt of notification to proceed from Owner.
C. Do not begin removal until vegetation to be relocated has been removed and vegetation to remain has been protected from damage.
D. Protect existing structures and other elements to remain in place and not removed.
1. Provide bracing and shoring.
2. Prevent movement or settlement of adjacent structures.
3. Stop work immediately if adjacent structures appear to be in danger.
Packet Page 457
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
024100 - 3 / 4 Demolition
E. Minimize production of dust due to demolition operations. Do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution.
F. If hazardous materials are discovered during removal operations, stop work and notify Owner; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury.
G. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface.
3.03 EXISTING UTILITIES
A. Coordinate work with utility companies. Notify utilities before starting work, comply with their requirements, and obtain required permits.
B. Protect existing utilities to remain from damage.
C. Do not disrupt public utilities without permit from authority having jurisdiction.
D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner.
E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Owner.
F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary.
G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities.
H. Prepare building demolition areas by disconnecting and capping utilities outside the demolition zone. Identify and mark, in same manner as other utilities to remain, utilities to be reconnected.
3.04 SELECTIVE DEMOLITION FOR ALTERATIONS
A. Existing construction and utilities indicated on drawings are based on casual field observation and existing record documents only.
1. Verify construction and utility arrangements are as indicated.
2. Report discrepancies to Engineer before disturbing existing installation.
3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition.
B. Remove existing work as indicated and required to accomplish new work.
1. Remove items indicated on drawings.
C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, Telecommunications, and Gas): Remove existing systems and equipment as indicated.
1. Maintain existing active systems to remain in operation, and maintain access to equipment and operational components.
2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.
3. Verify that abandoned services serve only abandoned facilities before removal.
4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings. Remove back to source of supply where possible, otherwise cap stub and tag with identification.
D. Protect existing work to remain.
1. Prevent movement of structure. Provide shoring and bracing as required.
2. Perform cutting to accomplish removal work neatly and as specified for cutting new work.
3. Repair adjacent construction and finishes damaged during removal work.
Packet Page 458
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
024100 - 4 / 4 Demolition
4. Patch to match new work.
3.05 DEBRIS AND WASTE REMOVAL
A. Remove debris, junk, and trash from site.
B. Remove materials not to be reused on site; comply with requirements of Section 017419 - Waste Management.
C. Leave site in clean condition, ready for subsequent work.
D. Clean up spillage and wind-blown debris from public and private lands.
END OF SECTION 024100
Packet Page 459
City of Seaside ASBESTOS ABATEMENT 04/17/25
Former Fort Ord - Phase 1B 02 82 13 - 18
D. Waste Manifests: Submit for approval at the pre-construction meeting a filled out hazardous and/or non-hazardous waste manifest form(s). Obtain necessary information for this purpose from the Owner. Give a copy of the Waste Manifest and the weight ticket from the landfill to the Owner’s Environmental Consultant for each required shipment.
E. Notify the Owner and the Owner's Observation Service in writing 48 hours in advance of the time when contaminated materials are to be removed from the site.
F. The Contractor shall be responsible for safe handling and transportation of hazardous waste generated by this Contract to the designated Waste Site.
G. The Contractor shall hold the Owner and Owner’s Environmental Service harmless for claims, damages, losses, and expenses against them, including attorney's fees arising out of or resulting from asbestos spills on the site or spills en route to the disposal site.
3.07 AIR MONITORING
A. Area Air Monitoring:
1. Throughout the abatement process area air monitoring may be performed by the Owner’s Environmental Consultant to ensure Work is done in conformance with fiber concentration limits of this section.
2. If area air monitoring results analyzed by Phase Contrast Microscopy, NIOSH 7400 Methodology, outside the Work Area are in excess of 0.01 fibers per cubic centimeters (f/cc) of air, the Contractor shall make changes in work procedures to assure compliance with these minimum standards.
B. Personnel Air Monitoring:
1. The Contractor shall submit written reports to the Owner’s Environmental Consultant of the Contractor's personnel air monitoring within twenty-four hours of the end of the previous day’s shift. Personnel air monitoring shall not exceed the levels recommended for the type of respiratory protection in use.
C. Air Clearance Sampling:
1. Air clearance release criteria is when all of the samples collected in each work area are equal to or below 0.01 fibers per cubic centimeters (f/cc) of air analyzed by Phase Contrast Microscopy (PCM) Methodology. The owner will be responsible for one set of clearances inside each work area with a 24 hour turnaround time. If the first set of air clearances fails to meet release criteria, the Contractor shall re-clean the work area(s) and additional air clearance sampling will be performed. Additionally, the Contractor could choose to have the samples not meeting clearance criteria analyzed by Transmission Electron Microscopy (TEM), AHERA Methodology, at their cost. The Contractor will be responsible for all costs incurred for the cleaning of the contamination, Owners Environmental Consultant’s time to observe re-cleaning and perform sampling, and analytical costs for additional sampling at a less than 12 hour turnaround time.
3.08 CLEAN UP
A. Maintain a clean project site during and upon completion of Work of this Section. Cleaning shall be in accordance with the General Requirements and Conditions.
END OF SECTION
Packet Page 460
APPENDIX A
Tables
Packet Page 461
AREA 2
(Partial)
Packet Page 462
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Packet Page 470
AREA 6
Packet Page 471
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AREA 8
HARDSCAPE AND BALLPARK
ASBESTOS MATERIALS SUMMARY
Asbestos
Hardscape
No asbestos was detected in the 11 samples collected and analyzed.
Ballpark
HOMO.
ID MATERIAL DESCRIPTION LOCATION CAL/OSHA CLASS
MBARD
CATEGORY
ESTIMATED
QUANTITY
Assumed Insulators Unknown Stadium Light
Pole Class II Category II -
Non-Friable
20 SF
(20 EA)
Assumed Insulation Paper 9" Green/Black
West Wing:
Throughout
Under
Carpeting And
Wooden Alter.
East Wing: NE
Hallway Closet.
This Material Is
On Concrete
Subflooring.
Class II Friable (RACM
when Removed) 75 SF
Subsurface asbestos cement piping is assumed throughout the area.
Packet Page 477
AREA 10
Packet Page 478
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Packet Page 479
City of Seaside REMOVAL AND DISPOSAL OF MATERIAL CONTAINING LEAD 04/17/24 Former Fort Ord - Phase 1B 02 83 33 - 1
SECTION 02 83 33
REMOVAL AND DISPOSAL OF MATERIAL CONTAINING LEAD
PART 1 – GENERAL
1.01 SUMMARY
A. Section Includes:
1. Removal and disposal of material containing lead.
B. Related Sections:
1. 02 82 13 Asbestos Abatement.
2. 02 84 16 Hazardous Materials Removal and Disposal.
1.02 SCOPE OF WORK
A. The work includes all demolition, removal, storage, transportation, waste characterization and disposal of all lead containing or contaminated building materials, articles, and items as specified, shown or reasonably implied in the contract documents, or discovered during work activities.
1. Lead-Based Paint (LBP) and Lead-Based Materials (LBM) are defined as paint, coatings, and materials containing ≥5,000 parts per million (ppm), 0.5% by weight, or ≥1.0 mg/cm2 of lead.
2. Lead-Containing Surface Coating (LCSC) is defined as materials with any detectable concentrations of lead.
B. For a listing of LBP, LBM, and LCSC identified and Lead Waste Characterization Estimates at the Project Site refer to Vista Environmental Consulting’s report titled “Hazardous Materials Survey Report, Former Fort Ord - Phase 1B: Areas 2 (Partial), 3, 4, 5, 6, 7, 8, and 10, Seaside, California” dated April 17, 2025, and Appendix A Tables.
C. The contractor is to review all contract documents and reports and field verify quantities and location of lead related work. Any discrepancies between the contractual bid set documentation and site visits must be submitted in writing to the Owner or Owner’s Environmental Consultant, prior to bidding.
D. The contractor shall make sure that LBP, LBM, and LCSC does not contaminate areas outside the regulated work areas. These areas include, but are not limited to, the interior of the buildings or the environment outside the buildings. If such contamination occurs, the contractor shall incur all costs associated with the decontamination of the areas. These costs include, but are not limited to, the Owner’s Environmental Consultant fees and analytical fees deemed necessary by the Owner.
E. If non-manual methods of asbestos removal are used the contractor shall guarantee that the water and/or blast media does not penetrate the building envelope. The building envelope includes, but is not limited to, the perimeter walls. The contractor is responsible for all waste disposal testing of blast media and filtered water to meet DTSC and local water authority requirements.
Packet Page 480
City of Seaside REMOVAL AND DISPOSAL OF MATERIAL CONTAINING LEAD 04/17/25 Former Fort Ord - Phase 1B 02 83 33 - 2
F. Schedule of work shall be an 8-hour shift, Monday to Friday during normal working hours (0700 to 1900) unless a 48 hour notice is given in writing to the Owner and Environmental Consultant 48 hours in advance and is approved by the Owner.
G. The Work includes, but is not limited to, the demolition, removal, cleaning, and disposal of the following lead containing/contaminated materials:
1. Lead-Based Paint, Coatings, Ceramic Tiles, and Toilets
2. Lead-Based Material – Solid Lead Components: Floor Drains and Pipe Coverings
3. Lead-Containing Surface Coatings, Ceramic Tiles, and Toilets
4. Materials that can be cleaned of all residue and will be disposed of as general construction debris.
5. All materials used for work area preparation.
6. All discarded personnel protective equipment.
7. Other materials discovered during selective demolition and new work activities.
H. If demolition activities include the application of heat, all surfaces covered with lead or other toxic preservatives, including coatings which generate toxic substances upon heating, shall be stripped for a distance of at least twelve inches in all directions from the area of heat application prior to heat application.
I. All removal, manual demolition, and clean-up of lead-based paint and lead-based shall be performed by a state-licensed contractor, using CDPH-certified workers with at least one CDPHcertified Supervisor. The abatement Contractor and Workers shall also meet the certification and training requirements of Federal EPA Renovation, Repair and Painting Rule 40 CFR 745.80.
J. All removal and disturbance of lead-containing materials (not meeting the definition of “leadbased”) as defined in 8 CCR 1532.1, may be performed by a state-licensed contractor, using lead-trained workers with certification of training meeting the requirements of 8 CCR 1532.1.
Abatement contractor’s workforce shall be supervised by experienced persons trained, knowledgeable and qualified in the techniques of lead abatement, handling and disposal of leadcontaining and/or lead-contaminated materials, and the subsequent cleaning of contaminated areas. For this work the contractor and on-site supervisor shall meet the certification and training requirements of the Federal EPA Renovation, Repair and Painting Rule 40 CFR 745.80.
K. It is not the responsibility of the Owner’s Environmental Consultant to supervise the Contractor; nor to direct the Contractor’s work effort; nor to assume the management of, or responsibility for, the Contractor’s health and/or safety practices, nor its waste management, nor its regulatory compliance. At all times, the Contractor shall be solely responsible for the quality and execution of all phases and aspects of the work.
1.03 REFERENCES
A. The following references are not an exhaustive list of all applicable federal, state, and local regulations, standards, laws, ordinances, and codes applicable to lead related construction work. The contractor shall perform all lead related work in accordance with the most recent edition of all applicable federal, state, and local regulations, standards, laws, ordinances, and codes and, where conflicts occur, the most stringent requirements shall be adhered to.
1. Code of Federal Regulations (CFR);
a. 29 CFR 1910.12 - Construction Work.
Packet Page 481
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b. 29 CFR 1910.134 - Subpart I, Personal Protective Equipment. c. 29 CFR 1910.145 - Specifications for Accident Prevention Signs and tags. d. 29 CFR 1910.1025 - Lead, General Industry.
e. 29 CFR 1910.1020 - Access to Employee Exposure and Medical Records. f. 29 CFR 1910.1200 - Hazard Communication
g. 29 CFR 1926.55 - Gases, Vapors, Fumes, Dusts and Mists h. 29 CFR 1926.62 - Lead – Construction Industry
i. 40 CFR 61 - Subpart A and Subpart M, USEPA, National Emission Standards for Hazardous Air Pollutants (NESHAPS).
j. 40 CFR 745.80 - Federal EPA Renovation, Repair and Painting Rule
2. California Code of Regulations (CCR):
a. Title 8, Section 1532.1 - Lead in the Construction Industry b. Title 8, Section 1537 - Welding, Cutting, and Heating of Coated Metals c. Title 8, Section 5216 - General Industry Safety Orders, Lead Regulations. d. Title 8, Section 5144 - Respiratory Protection
e. Title 8, Section 5194 - Hazard Communication
f. Title 8, Section 3204 - Access to Employee Exposure and Medical Records g. Title 8, Section 1500 - 1938 – Construction Safety Orders h. Title 8, Section 3200 - 6184 – General Industry Safety Orders i. Title 17 Sections 35001 - 36100 - Accreditation, Certification and Work Practices for Lead-Based Paint and Lead Hazards
j. Title 22, Division 4.5, Environmental Health Standards for the Management of Hazardous Waste
3. California Health & Safety Code:
a. 17920.10 – Lead Hazards
B. Local Regulations
1.04 NOTIFICATIONS
A. Contractor shall make all required written notifications to regulatory agencies including the following (If Applicable):
1. California Division of Occupational Safety and Health
2. California Department of Public Health
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1.05 PROCEDURES
A. Contractor shall perform all Work in compliance with the most recent edition of all applicable federal, state, and local regulations, standards and codes governing lead abatement.
1. Requirements include obtaining permits, licenses, inspections, releases and similar documentation, as well as payments, statements and similar requirements associated with codes, regulations, and standards.
B. Regulations, Standards, and Codes (General):
1. General applicability of federal, state, and local regulations, standards and codes governing lead abatement, except to the extent that more explicit or more stringent requirements are written directly into the contract documents, all applicable regulations, standards, and codes have the same force and effect and are made a part of the contract documents as if copied directly into the contract documents, or as if published copies are bound herewith.
C. Contractor Responsibility: The Contractor shall assume full responsibility and liability for compliance with all applicable federal, state, and local regulations pertaining to work practices and protection of workers, visitors to the site, and persons occupying areas adjacent to the site.
The contractor is responsible for providing training, medical examinations and maintaining training/medical records of personnel as required by the applicable federal, state, and local regulations. The Contractor shall hold the Owner and the Environmental Consultant harmless for failure to comply with any applicable lead abatement, safety, health or other regulation on the part of himself, his employees, or his subcontractors.
1.06 SUBMITTALS
A. Requirements are as set forth in Division 1 Specification Section for items required to be submitted under this section.
B. Prior to commencement of work, the Contractor shall submit copies to the Owner or Owner’s Environmental Consultant, documentation for approval that includes, without limitation, the following:
1. Copies of licenses and registrations required including subcontractors licenses.
2. The Contractor shall specify in writing which contractors will be performing work that impacts painted and coated surfaces. This list shall match the name of the contractor with the work task they will be performing that impacts painted and coated surfaces.
3. Transportation: Submit proof that the Contractor or subcontractor is a registered hazardous waste transporter with the State of California and Department of Toxic Substances.
4. Waste Sites: Submit for approval the name, class, address, EPA I.D. number and telephone number of waste site(s) to be utilized for disposal.
5. Copies of written notification to the following regulatory agencies:
a. California Division of Occupational Safety and Health b. California Department of Public Health
6. Proof of legal right to use patented equipment or processes.
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7. Manufacturer's certification that HEPA vacuums, differential pressure air filtration devices and other local exhaust ventilation equipment conform to ANSI Z9.2-2006.
8. Full manufacturer’s product data and material safety data sheets for all chemical products to be used on site and maintain current information on site at all times
9. A construction schedule indicating milestones and dates of completion for each phase of the Work. Submit the schedule to Owner or their Environmental Consultant for review prior to the Pre-Construction Meeting.
10. Documentation that Contractor's employees performing removal, disposal, and air sampling operations have received training in accordance with Title 8, Section1532.1, Federal EPA Renovation, Repair and Painting Rule 40 CFR 745.80, and Title 17, Sections 35001-36100.
11. Documentation, from a Physician, that all Contractor’s employees or agents who may be exposed to airborne lead in excess of background levels have received medical surveillance in accordance with Title 8, Section 1532.1 to determine whether they are physically capable of working while wearing the respirator required without suffering adverse health effects. The Contractor must be aware of and provide information to the examining physician about unusual conditions in the workplace environment (e.g. high temperatures, humidity, chemical contaminants) that may impact on the employee's ability to perform work activities.
12. Documentation, from a Physician, that all Contractor’s employees or agents who may be exposed to lead contaminated dust have received a comprehensive medical examination as required by Title 8, Section 1532.1. In addition, the Contractor is to provide Blood Lead Tests on each employee within a two-week period prior to the commencement of said work and within a two-week period of the completion of this project.
13. Documentation of respirator fit testing for all Contractor employees and agents who must enter the work area. This fit testing shall be in accordance with qualitative or quantitative procedures as required by Title 8, Sections 1532.1 & 5144 regulations and conducted at least annually.
14. An emergency preparedness plan as required by Article 1.09 - EMERGENCY PLANNING.
15. A site specific work plan based on scope of work, detailing removal methods to be utilized and measures to prevent the release of lead containing/contaminated materials to soil, water, air, and other environmental media. Include a diagram showing containment setup, decontamination unit(s), location of negative air machine and exhaust placement.
16. Master schedule, showing phasing, number of shifts, time for air clearances, tear down and manpower loading to be utilized for the duration of the project.
17. Copies of all transport manifests, trip tickets and disposal receipts for all waste materials removed from the work area within 48 hours of the transport, to the Owner or Owner’s Environmental Consultant.
C. During abatement activities, Contractor shall submit to Owner or Owner’s Environmental Consultant documentation that includes, without limitation, the following:
1. Copies of the work area entry/exit log book daily. Log book must record name, affiliation, time in, and time out for each entry into the work area.
2. Post on site (within 48 hours) results of all required OSHA air monitoring.
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3. Copies of all accident/incident reports where injury or damage has occurred on or to the Owner's property within 2 hours.
1.07 NOTICES
A. Post in the clean room area of the worker decontamination enclosure a list containing the names, and telephone numbers of Owner or Owner’s Environmental Consultant.
B. Post in the clean room area of the worker decontamination enclosure, or other approved prominent location, a list of all persons authorized to enter the work area.
C. Additional postings shall include:
1. Visitor Entry and Exit Log.
2. Employee Daily Sign in Log.
3. Entry and Exit Procedures.
4. Emergency Procedures.
5. As required by the Department of Labor.
6. As required by the Federal EPA Renovation, Repair and Painting Rule.
1.08 SITE USE AND SECURITY
A. Confine operations at the site to the areas permitted under the Contract. Portions of the site beyond which areas on which work is indicated are not to be disturbed.
B. The work area shall be restricted only to authorized, trained and protected personnel, including Contractor, Contractor's employees, Owner’s employees, Owner’s Environmental Consultant, Federal, State, and Local inspectors.
C. Entry into the work area by unauthorized individuals shall be reported immediately to the Owner’s Environmental Consultant.
D. Contractor shall be responsible for project area security during abatement operations in order to protect work efforts and equipment. Contractor shall remove wastes and clean areas prior to leaving the area each day. Contractor is responsible for any containment or equipment left beyond the scheduled shift.
1.09 EMERGENCY PLANNING
A. Emergency planning and procedures shall be developed by Contractor prior to abatement initiation.
B. Emergency procedures shall be in written form and prominently posted. Contractor shall ensure that all persons entering the work area read these procedures and understand the Project site layout, location of emergency exits and emergency procedures.
C. Emergency planning shall include considerations of fire, explosion, electrical hazards, slips, trips and falls, confined spaces, earthquakes and heat related injury. Written procedures shall be developed and employee training in procedures shall be provided by Contractor.
D. Employees shall be trained in evacuation procedures in the event of work place emergencies.
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1. For non-life threatening situations, employees injured or otherwise incapacitated shall decontaminate following normal procedures with assistance from fellow workers, if necessary, before exiting the work
2. For life threatening injury or illness, worker decontamination shall take least priority. After measures to stabilize the injured worker, remove him from the work place and secure proper medical treatment.
a. Telephone numbers of all emergency response personnel shall be prominently posted in the clean and equipment rooms.
1.10 FIRE PROTECTION
A. All plastic, spray-on strippable coatings, and structural materials used in the removal and disposal of material containing lead process shall be UL approved and certified as fire retardant or noncombustible.
B. Wood shall be pressure treated and certified as fire retardant.
C. Safety Data Sheets (SDS) for fire retardant materials shall be made available upon request D. All combustible rubbish and debris, including properly bagged lead associated waste shall be properly disposed of at the end of each working day.
E. A minimum of one (1) 4A/60BC dry-chemical extinguisher shall be maintained at each of the following locations:
1. At each corner of the work area. Where no clear corners exist, four (4) extinguishers shall be placed around the exterior wall of the work area so that they are approximately 25 percent of the total distance apart.
a. Exception: Where total contained work area is less than 1,000 square feet, two (2) 4A/60BC extinguishers shall be provided. All extinguishers shall be clearly identified with red tape.
2. Contractor shall ensure that on site personnel are aware of the location and proper use of all extinguishers and other fire/life safety equipment.
PART 2 – PRODUCTS
2.01 MATERIALS
A. General: Contractor shall carefully adhere to the following:
1. All plastic, spray-on strippable coatings and structural materials used shall be UL certified as fire retardant or non-combustible.
2. Deliver all materials in the original packages, containers, or bundles bearing the name of the manufacturer and brand name (where applicable).
3. Polyethylene sheeting utilized for worker decontamination enclosures and barriers shall be black or opaque in color and shall be a minimum of 6 mil. thick.
4. Disposal bags shall be minimum 6 mil polyethylene, as required by Title 8, Section 1532.1 and Title 22 Sections 66262.31 and 66262.32.
5. Stick on labels as per EPA, DTSC, DOT and/or CAL/OSHA requirements for disposal drums.
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6. Warning signs as required by CAL/OSHA shall be utilized at each regulated work area.
7. Postings at all entrances to the structure(s) undergoing disturbance of lead-based or lead containing paint as per Title 8, Section 1532.1, Title 17, Sections 35000-36100 and 40 CFR 745.80.
B. Lead Removal:
1. Furnish all SDS sheets for applicable materials. Non-phosphate based cleaning agents, such as “Lead Dissolve” or equivalent, shall be used for clean-up applications.
2.02 EQUIPMENT
A. General:
1. Respirators shall be furnished to the abatement workers by Contractor. The respirators shall have been tested and approved by National Institute of Occupational Safety and Health (NIOSH) for use in lead-contaminated atmospheres.
2. Contractor shall provide full body disposable protective clothing, including head, body, and foot coverings to all workers and visitors working in and/or inspecting the work area where exposure to lead dust may exist, in sizes adequate to accommodate movement without tearing.
3. Additional safety equipment (e.g. hard hats, eye, safety, and disposable gloves), as necessary, shall be furnished to all workers and authorized visitors and shall comply with Title 8, Sections 1500-1938 and 3200-6184.
4. Nonskid footwear shall be worn by all abatement workers. Disposable clothing shall be adequately sealed to the footwear to prevent body contamination.
5. Furnish a sufficient supply of disposable mops, rags, and sponges for work area decontamination.
B. Removal:
1. A sufficient supply of scaffolds, ladders, lifts and hand tools (e.g., scrapers, wire cutters, brushes, utility knives, wire saws, etc.) shall be furnished as needed.
2. Rubber dustpans and rubber squeegees shall be furnished for cleanup.
3. Brushes utilized for removing loose lead containing material shall have nylon or fiber bristles, not metal.
4. A sufficient supply of HEPA filtered vacuum systems shall be furnished during cleanup.
C. Enclosure:
1. Powered tools equipped with HEPA filtered local exhaust ventilation shall be utilized during the installation of enclosures and supports if there is any need to disturb leadcontaining materials during this process. As an alternative, lead material may be partially removed following controlled removal procedures approved by the Owner or their Environmental Consultant.
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PART 3 – EXECUTION
3.01 LBP/LBM/LCSC REMOVAL PREPARATION:
A. All work which disturbs LBP, LBM, or LCSC, must be performed using “Lead-Safe Work Practices” per Title 17 Sections 35000-36100 and 40 CFR 745.80.
B. All lead abatement workers shall be provided, at a minimum, with the following:
1. A clean changing area.
2. Wash basins equipped with soap, clean water and towels.
3. Proper respiratory protection.
4. Training on proper techniques in decontamination and personal hygiene requirements.
5. Training on the health hazards of lead exposure including ingestion of lead-contaminated food.
C. Removal Preparation:
1. Set up a lead control area by cordoning abatement area off with warning tape bearing bold, 2 inch lettering stating the following: ”WARNING LEAD WORK AREA POISON NO SMOKING OR EATING” or as required by local ordinances.
2. Install remote worker decontamination unit described below or as agreed upon with the Owner or the Owner’s Environmental Consultant.
3. Workers shall don personnel protective equipment as required.
4. Pre-clean all vertical and horizontal surfaces within the work area using a HEPA-filtered vacuum and/or wet cleaning (with non-phosphate detergents) as appropriate. Contractor shall not use any methods that would raise dust such as dry sweeping or otherwise disturb LBP/LBM/LCSC during the pre-cleaning phase.
5. HEPA vacuum all surfaces below for a distance of three feet in all directions from the intended building component on which removal is to be conducted, removing all preexisting paint debris.
6. Place 6-mil polyethylene sheeting on the floors and all openings into the work area.
Openings include, but are not limited to, doors, windows, and HVAC supply/return grills.
7. Perform removal activities in accordance with this specification.
3.02 LBP/LBM/LCSC REMOVAL PROCEDURES
A. Prior to the start of work the Contractor shall submit to the Owner or the Owner’s Environmental Consultant, for approval, a site specific work plan detailing LBP/LBM/LCSC removal methods to be utilized and measures to prevent the release of lead contaminated materials to soil, water, air, and other environmental media.
B. Lead glazed ceramic tiles shall be removed substantially intact using methods that reduce the amount of airborne lead particulates generated and the amount of waste for disposal.
C. For health and safety reasons the following LBP/LBM/LCSC removal methods shall not be used:
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1. Chemical removal methods that produce liquid waste that is regulated under present United States Environmental Protection Agency, RCRA, state and local hazardous waste regulations, unless approved by the Owner.
2. Burning of lead based paint with a heat guns operating at temperatures greater than 1,100o
F, an open flame torch, or equivalent method that will generate airborne lead fumes/particles.
3. Dry sanding lead based paint with an abrasive electric or air-powered sander without a HEPA exhaust tool or HEPA vacuum filtration equipment.
4. Uncontained water blasting.
3.03 LEAD WASTE HANDLING PROCEDURES
A. Maintain surfaces within the lead control area free of accumulations of paint chips and dust.
Restrict the spread of dust and debris; keep waste from being distributed over the work area. Do not dry sweep or use compressed air to clean up the area. At the end of each work shift and when the lead removal operation has been completed, clean the area of visible lead paint contamination by vacuuming with a HEPA filtered vacuum cleaner and/or wet mopping the area.
B. All disposable personal protective equipment, respirator cartridges, and HEPA vacuum filters shall be disposed of upon completion of the work shift and when the lead removal operation has been completed.
C. All removed LBP/LBM/LCSC, lead-contaminated clothing and equipment, and lead-containing dust/debris shall be placed into a 55-gallon drum that meets the requirements of 49 CFR 178, Title 22, Sections 66263.10 - 66263.58 and any other applicable state regulations.
1. Waste streams shall be segregated for required disposal testing. Contractor is responsible to test said materials in accordance with all Federal, State and local laws.
Contractor must separate non-hazardous waste from hazardous waste. Contractor is to test all wastewater prior to release into the sanitary sewer drain in accordance with local and State water standards. The Owner’s Environmental Consultant must be notified in writing at least 48 hours in advance of testing, so testing can be verified. A copy of the test results and waste profiles shall be sent to the Owner and Owner’s Environmental Consultant prior to waste removal.
2. Properly label each drum to identify the type of waste per 49 CFR 172, Title 22, Sections 66263.10 - 66263.58 and any other applicable state regulations, and the date leadcontaminated wastes were first put into the drum.
D. The Contractor shall make provisions for the safe storage of waste on site while waste characterization is being performed and until transport off site for disposal. All wastes must be transported for disposal within 90 days of the generation. For health and safety reasons, waste storage areas must be treated as lead control areas with restricted access.
E. All lead waste or lead-contaminated waste shall be characterized by performing TTLC, STLC and/or TCLP tests prior to disposal. TCLP results indicating 5 mg/l or more lead shall be disposed of as RCRA regulated hazardous waste. Lead waste characterization and disposal shall be the responsibility of the Contractor and shall be performed while the Owner’s Environmental Consultant is present.
3.04 TRANSPORTATION OF LEAD WASTE
A. The transporter of the hazardous waste shall comply with requirements of Title 22, Sections 66263.10 - 66263.58 and with applicable provisions of hazardous materials regulations adopted Packet Page 489
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by the Department of California Highway Patrol, Title 13, Division 2, Chapter 6, Article 3, commencing with section 1160, pursuant to Vehicle Code Sections 27903, 34500, 34501, and 31309, governing containers, packing, labels, marking, vehicle placards, shipping papers, loading, shipping certificates and incident reporting.
3.05 LEAD WORK AREA CLEAN UP PROCEDURE
A. After all removal activities on the LBP/LBM/LCSC have been completed from the specified building components, the Contractor shall clean all identified surfaces and remove any "settled" lead dust/debris. The following procedures shall be used:
1. HEPA vacuum all surfaces in the work area including woodwork, walls, windows, window wells, and floors.
2. Wash all surfaces in the work area with a solution containing non-phosphate detergents.
Prepare solution using hot water. Workers shall use towels, sponges, and mops to clean all surfaces including all areas that had been covered with polyethylene sheeting.
Cleaning shall start at the ceiling and work down to the floors. Mix up a new cleaning solution frequently so it remains relatively clean.
3. Discard all items used for cleaning (towels, sponges, rags, mop heads, etc.) in a plastic bag for later disposal into steel drums.
4. After the surfaces have dried, HEPA vacuum all surfaces a second time until no dust or residue can be seen.
3.06 FINAL INSPECTION
A. The following two inspections shall be performed by the Owner or their Environmental Consultant with the assistance of the General Contractor:
1. A visual inspection after all LBP/LBM/LCSC removal work is completed. This inspection will determine that all required surfaces have been properly stabilized. The inspection will occur at a minimum of 24 hours after all wet methods have been used to assure that delamination caused by the water has not occurred. The General Contractor shall sign off in writing that the paint has been sufficiently stabilized and the remaining paints and coatings are ready for repainting.
2. After the final cleanup of the work areas a visual inspection will be conducted to ensure that all settled dust and lead containing/contaminated debris has been removed.
3.07 LEAD WORKER DECONTAMINATION SYSTEMS
A. Worker decontamination enclosure systems shall be provided for all locations where workers will enter or exit the work area. As a minimum, one system at a single location is required.
B. Worker decontamination enclosure systems constructed at the Project site shall utilize 6 mil black or opaque polyethylene sheeting, or other approved materials for privacy.
C. Alternate methods of providing Decontamination facilities may be submitted to the Owner or their Environmental Consultant for approval. Do not proceed with any such method(s) without the written authorization.
1. Prior to the receipt of negative exposure assessments as required in Title 8, Section 1532.1, the worker decontamination enclosure system shall consist of at least a clean Packet Page 490
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room, wash room, and an equipment room, each separated from the other and from the work area by airlocks.
2. Clean rooms shall be sized to adequately accommodate the work crew. Space for storing respirators shall be provided in this area. Clean work clothes, clean disposable clothing, replacement filters for respirators, towels and other necessary items shall be provided in adequate supply at the clean room. A location for posting notices shall also be provided in this area.
3. Wash room shall contain one or more washbasins as necessary to adequately accommodate workers. An adequate supply of soap, shampoo and towels shall be supplied by Contractor and available at all times.
4. The equipment room shall be used for storage of equipment and tools at the end of a shift after they have been decontaminated using a HEPA filtered vacuum and/or wet cleaning techniques as appropriate. Replacement filters (in sealed containers until used) for filtration equipment, extra tools, containers or surfactant and other materials and equipment that may be required during the abatement may also be stored here as needed. A walk off pan (a small children's swimming pool or equivalent filled with water shall be located in the room for workers to clean off foot coverings after leaving the work area and prevent excessive contamination of the worker decontamination enclosure system. A drum lined with a 6 mil polyethylene bag for collection of disposable clothing shall be located in this room. Contaminated footwear shall be stored in this area for reuse the following workday.
3.08 ALTERNATE PROCEDURES
A. If specified procedures cannot be utilized, a request shall be made in writing to the Owner or Owner’s Environmental Consultant providing details of the problem encountered and recommended alternatives.
B. Alternative procedures shall provide equivalent or greater protection than procedures that are replaced.
C. Any alternative procedure must be approved in writing by the Owner or the Owner’s Environmental Consultant prior to the implementation of the procedure and must have no additional cost impacts.
3.09 OWNER PERFORMED SAMPLING AND TESTING
A. The Owner may, at its discretion, perform environmental air, soil, and/or wipe sampling for lead.
Contractor shall control lead levels following the completion of LBP/LCSC related work in the work boundary or lead control area and at all times outside the work boundary or lead control area so that the airborne lead level, soil levels, and ground surface levels do not exceed established background or regulatory levels.
B. Wipe and Soil clearance sampling may be performed within the controlled work areas following completion of all lead-related impact and decontamination efforts.
1. Release Criteria: Decontamination of the work site is complete when each of at least two samples per work area are analyzed and reveal lead concentrations below those set forth by CDPH in 17 CCR 35001, et. seq. Generally, this shall be <5 micrograms of lead per square foot of area on interior floors and 400 parts per million of lead in soil.
2. If these conditions are not met then the decontamination is incomplete and the cleaning procedures shall be repeated. The area shall be re-tested by the Owner’s Environmental Packet Page 491
City of Seaside REMOVAL AND DISPOSAL OF MATERIAL CONTAINING LEAD 04/17/24 Former Fort Ord - Phase 1B 02 83 33 - 13
Consultant at the contractor’s expense at no additional cost to Owner until satisfactory levels are obtained.
3.10 OSHA PERSONNEL AIR MONITORING
A. The contractor is responsible for providing daily OSHA compliance monitoring as required by Title 8, Section 1532.1.
1. At minimum, Contractor shall conduct breathing zone personal air monitoring of each and every different job category/task (i.e. preparation, wet scraping, feathering, priming, cleanup, etc.). Breathing zone shall be considered an area within a hemisphere, forward of the shoulders, with a radius of 6 to 9 inches from the center at the nose or mouth of an employee.
2. Monitoring shall be conducted by a qualified professional experienced and knowledgeable about the methods of air monitoring and in accordance with Title 8, Section 1532.1.
3. Monitoring shall be performed daily until an NEA has been established for each and every different job category/task.
4. Monitoring results and appropriate laboratory analysis reports shall be submitted to Owner or Owner’s Environmental Consultant within forty-eight (48) hours of the monitoring work.
END OF SECTION
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APPENDIX A
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HARDSCAPE AND BALLPARK
LEAD MATERIALS SUMMARY
Lead Paint and Materials
Hardscape
ROOM COMPONENT SUBSTRATE COLOR CONDITION PB UNITS
Outside Floor Stripe Asphalt Yellow Deteriorated 3.6 mg/cm2 Outside Curb Concrete Yellow Deteriorated 1.6 mg/cm2
Outside Curb Concrete White Deteriorated 1.9 mg/cm2
Outside Curb Concrete Red Deteriorated 0.08 mg/cm2
Bold = Lead-based
Ballpark
No lead paint or materials were identified.
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City of Seaside HAZARDOUS MATERIALS REMOVAL AND DISPOSAL 04/17/25 Former Fort Ord - Phase 1B 02 84 16 - 1
SECTION 02 84 16
HAZARDOUS MATERIALS REMOVAL AND DISPOSAL
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Hazardous materials removal and disposal
B. Related Sections:
1. 02 82 13 Asbestos Abatement.
2. 02 83 33 Removal and Disposal of Material Containing Lead.
1.02 SCOPE OF WORK
A. All work shall be supervised by experienced certified persons trained, knowledgeable and qualified in the techniques of hazardous materials abatement, and handling of hazardous waste, hazardous containing and contaminated materials and the subsequent cleaning of hazardous material contaminated areas.
B. For a listing of hazardous materials identified at the Project Site refer to Vista Environmental Consulting’s report titled Vista Environmental Consulting’s report titled “Hazardous Materials Survey Report, Former Fort Ord - Phase 1B: Areas 2 (Partial), 3, 4, 5, 6, 7, 8, and 10, Seaside, California” dated April 17, 2025 and Appendix A Tables.
C. The contractor is to review all contract documents and reports, and field verify quantities and locations of asbestos related work. Any discrepancies between the contractual bid set documentation and site visits must be submitted in writing to the Owner or Owner’s Environmental Consultant, prior to bidding.
D. Schedule of work shall be an 8-hour shift, Monday to Friday during normal working hours (0700 to 1900) unless a 48 hour notice is given in writing to the Owner and Environmental Consultant 48 hours in advance and is approved by the Owner.
E. Handling and management of hazardous waste shall be performed by personnel trained to the requirements of 29 CFR 1910. 120(p)(8) & (q); 22 CCR 66265.16 and 66273.36. The Contractor shall provide documentation that such training has been provided to its employees pursuant to 29 CFR 1910.120(p)(8) & (q).
F. Contractor shall furnish all labor, materials, services, insurance (specifically covering the handling of hazardous waste), disposal and/or recycling of said waste, waste characterization of all potentially hazardous materials and equipment which is specified, shown or reasonably implied in project documents or discovered during demolition activities.
G. The contractor shall make sure that hazardous materials do not contaminate areas outside the regulated work areas. These areas include, but are not limited to, the interior of the buildings or the environment outside the buildings. If such contamination occurs, the contractor shall incur all costs associated with the decontamination of the areas. These costs include, but are not limited to, the Owner’s Environmental Consultant fees and analytical fees deemed necessary by the Owner.
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H. The work, in general, includes, but is not limited to, the following;
1. The removal, handling, transportation, and recycling or disposal of all materials that meet the definition of hazardous or extremely hazardous waste, as defined in Title 22, Division
4.5 et seq. of the California Code of Regulations (CCR) or is otherwise regulated by local, state or federal law and is not covered by related sections. This includes, but is not limited to:
a. Ballasts from light fixtures. All light fixtures are to be visually inspected, prior to removal or retrofitting, to determine if they contain PCB’s or are classified as electronic waste.
1) Ballasts that are unmarked or not labeled as electronic ballasts should be considered PCB-containing and properly handled.
2) Ballasts marked No PCB’s or PCB Free should be considered as such. 3) Ballasts marked or labeled as electronic ballasts shall be considered electronic waste and handled as such.
b. Oil-based transformers in the path of construction. All oil-based transformers are assumed to contain PCB’s unless analytical testing proves otherwise. c. Fluorescent light tubes and other non-incandescent lamps (e.g. Metal Halide, Mercury Vapor, High Pressure Sodium, Halogen and Compact Fluorescent) from light fixtures.
d. Mercury containing switching devices found in thermometers, thermostats and other equipment controls.
e. Batteries contained in equipment or building systems such as emergency lighting, fire alarm systems, hard wired exit signs, or free-standing. f. Electronic waste, such as computer systems, communications equipment, electronic light ballasts, fire life and safety systems, televisions, and other electronic devices. This includes any device with a “printed” circuit board. g. Other materials classified as Universal Wastes per Title 22 CCR Sections 66273.1- 66273.90.
h. Ozone depleting chemicals found in Heating, Ventilation, and Air Conditioning (HVAC) systems, water fountains/coolers, and fire suppression systems. i. Radiation containing devices such as smoke detectors and non-hard wired fire exit signs.
j. Treated wood waste.
2. Placement of all contaminated items generated as a result of work activities and clean up in approved storage containers;
3. Marking and labeling of all hazardous Articles and Items for storage and disposal purposes;
4. Transportation of all hazardous waste, items and containers to disposal facility or, to an approved and permitted off-site processing site for recycling;
5. Labeling and record keeping in accordance with all applicable laws and regulations; Packet Page 514
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6. Prepare manifests and all other required documentation for transportation, processing and disposal of hazardous waste for signature by the Owner’s Environmental Consultant.
I. Contractor is responsible for profiling all waste streams. Results must be submitted to the Environmental Consultant for verification of proper disposal.
J. It is not the responsibility of the Owner’s Environmental Consultant to supervise the Contractor; nor to direct the Contractor’s work effort; nor to assume the management of, or responsibility for, the Contractor’s health and/or safety practices, nor its waste management, nor its regulatory compliance. At all times, the Contractor shall be solely responsible for the quality and execution of all phases and aspects of the work.
1.03 QUALITY ASSURANCE
A. Work under this Contract is unique, in that it includes the handling and transportation of highly toxic substances and materials requiring special expertise. Therefore, the Contractor or his Agent must meet specific qualifications.
1. Single Party Responsibility: The firm performing the work of this contract shall be responsible for, and accomplish, all hazardous materials related activities as noted in the contract documents and included herein.
2. License Requirements: Any Contractor or his Agent performing work on this contract must be currently licensed by the State of California, for the transporting, handling and hauling of hazardous and extremely hazardous wastes as required for the work to be performed.
3. Qualifications Statement: Provide a Statement of Qualifications to the Owner or Owner’s Environmental Consultant for review and acceptance. The statement shall provide sufficient data and information to prove to the satisfaction of the Owner's Environmental Consultant that the firm performing the work of this contract is fully experienced in the handling, transportation and storage of hazardous waste and contaminated articles and items.
a. The statement shall, at a minimum, provide the following information and data regarding work experience with hazardous waste:
1) Show, that as a major activity of work, the firm proposing to perform work of this contract has been engaged in hazardous waste related activities, including the removal, spill clean-up, transportation and disposal of high and low concentration toxic fluids and solids.
2) Provide data proving experience on a minimum of three prior projects involving the type of activities as noted in this specification section during the last two years.
3) Provide proof of current licensing for the transportation and hauling of extremely hazardous wastes as required in this specification section.
4. If the Contractor or his Agent does not meet the pre-qualification specified herein, a qualified alternative should be provided at no additional cost to the client.
1.04 GENERAL REQUIREMENTS
A. Insurance: Refer to General and Supplementary Conditions for insurance requirements.
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B. Regulations: All work shall comply with the United States Environmental Protection Agency (EPA) rules and regulations governing hazardous waste: Title 40 CFR, 239 - 282, as well as the United States Department of Transportation Hazmat Safety Regulations Title 49, CFR, Parts 100-185 as published in the most recently published edition of the Federal Register. Additionally, all work and work related practices should comply with applicable federal, state and local rules and regulations including, but not limited to, Title 40, CFR Part 761--Polychlorinated Biphenyls (PCBs) Manufacturing, Processing, Distribution In Commerce, And Use Prohibitions; the California Department of Industrial Relations, Title 8 CCR, Division 1, Chapter 4; California Department of Public Health, Title 22 CCR, Division 4.5; and the California Health and Safety Code. Where conflicts occur, compliance will be based upon the most stringent for the location and activity being conducted.
C. Coordination with Electrical Trades: All hazardous waste related work activities to be accomplished under this contract shall be closely coordinated with the electrical work to minimize potential toxic exposure as well as minimize service interruptions.
D. Scheduling of Work: Prior to commencing any work, thoroughly inspect the work area and prepare a schedule which lists anticipated time frames and sequence of operations for the various work activities. The schedule shall include activities such as, removal of equipment, spill clean-up, removal of all hazardous waste containing or contaminated articles, items and containers from the work to on-site long-term storage facilities or off-site disposal facility. The schedule shall also include intended routing for all hazardous waste items to be removed from the work area and transported to on site long-term storage facilities or off-site disposal facility.
Work activities, sequence of work, required service interruptions and routing scheme should be coordinated with the Owner or Owner’s Environmental Consultant. Schedules of disconnections, hazardous waste related activities, and re-energization shall be presented to the Owner or Owner’s Environmental Consultant for approval at least two weeks in advance of commencing any work. All other electrical work shall be accomplished before starting removal stages of hazardous waste work. Schedule shall be tightly held to and coordinated with the Owner or Owner’s Environmental Consultant.
E. Work Plan: Prior to the start of work the Contractor performing the work of this Contract shall develop, together with applicable subcontractors, a site specific work plan and submit to the Owner’s Environmental Consultant for approval. This work plan shall, at a minimum, specify procedures, products and materials for containment of the regulated work area, removal of hazardous waste containing/contaminated liquids and solids, decontamination and disposal of the equipment which contained the hazardous wastes, waste storage containers, spill clean-up, personnel decontamination, emergencies, first aid and temporary on site waste storage. This work plan shall also include the names and day time phone numbers of all key personnel, the location of all required on site documentation and emergency/first aid equipment and delineation of the regulated work area. A generalized, "boilerplate" type of plan will not be acceptable.
1.05 SUBMITTALS
A. Requirements are as set forth in Division 1 Specification Sections for items required to be submitted under this section.
B. Complete lists of all materials and equipment proposed for use in the work. List shall include such items as protective clothing, respiratory protection, absorbents, solvents, waste storage containers, Article and Item containers, and all appurtenances. A current safety data sheet (SDS) shall be submitted for each item for which a SDS is available. For items for which no SDS is available, the name of manufacturer, brand name and catalog number of each item where applicable shall be submitted.
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C. A detailed site specific work plan based on scope of work. Method and procedures for preventing Work Area access to unauthorized personnel and protection workers, visitors, employees and spaces outside the Work Area from exposure to contamination.
D. Hazardous waste hauler’s license number, EPA identification number, registered registration with the State of California and Department of Toxic Substances Control and Department of Transportation (DOT).
E. Waste Sites: Submit for approval the name, class, address, EPA I.D. number and telephone number of hazardous and non-hazardous waste site(s) to be utilized for disposal.
F. Waste Profiles: Submit all waste profiles and waste evaluation analytical results.
G. A contingency plan covering accidental hazardous waste spills and worker exposure to hazardous waste.
H. Copies of all transport manifests, trip tickets and disposal receipts for all hazardous waste materials removed from the work area within 48 hours of the transport, to the Environmental Consultant.
1.06 SAFETY PROCEDURES AND WORKER PROTECTION
A. Take all precautions and measures required to protect employees, inspection personnel, Owner's on site personnel and the general public from exposure to hazardous waste solids, liquids and vapors.
1. All personnel authorized for entry into work areas shall be instructed in the proper procedures for working with or around electrical hazards energized equipment and hazardous waste containing/contaminated materials.
2. All electrical equipment upon which hazardous waste related activities are to be performed shall be de-energized, locked out/tagged out and permanently disconnected from any power source prior to the commencement of the work.
3. Consumption of food or tobacco products shall not be permitted in any of the project work areas where hazardous wastes, volatile solvents and/or other hazardous materials are present. Additionally, no open flames will be permitted in these same areas. Signage to this effect shall be provided for each work area.
4. The Contractor performing the work of this Contract shall develop, together with applicable subcontractors, a contingency plan covering accidental hazardous waste spills and worker exposure to hazardous waste. Separate sections of the plan shall address unique conditions and emergency resources at the facility under the Contract. A generalized, "boilerplate" type of plan will not be acceptable. The submittal shall also include a separate section to describe the hauler's spill contingency plan and avoidance procedures.
B. Work Area Protection and Marking: Prior to commencing any hazardous waste related work activities provide barricades and warning signs or warning tape to clearly identify and effectively guard against unauthorized entry into work area.
1. Place barricades or otherwise demarcate to maintain a minimum of 25-feet from all perimeters of the work being conducted to the barricades, where feasible. a. Warning tape: Warning tape bearing bold, 2 inch lettering stating the following:
“DANGER - KEEP OUT - TOXIC CHEMICAL WORK AREA” or as required by local ordinances.
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b. Signs: Warning signs shall be suspended from rope and placed at intervals of approximately 10 feet. Warning signs for work area shall be approximately 18 inches square with yellow background and 1 inch black letters. Signs shall read:
"DANGER - KEEP OUT - TOXIC CHEMICAL WORK AREA".
2. All equipment such as tools, containers, etc., shall be confined to the work area until work is complete, containers are sealed and equipment properly decontaminated and safely stored for transport.
C. Protective Clothing and Equipment: All workers will follow applicable Federal and State regulations regarding the work activities, including but not limited to OSHA regulations, fall protection standards, respiratory protection, ladder/scaffolding safety, training requirements, personal air monitoring, and personal protective equipment (PPE). At all times when hazardous waste fluids or mixtures in any volume are not sealed in drums, containers or electrical equipment, workers shall wear:
1. Gloves impermeable to both hazardous waste and the clean-up agent in use.
2. Disposable, full body suit, impermeable to both hazardous waste and the clean-up agent in use.
3. Appropriate eye protection to insure that eyes are protected from liquid splatter or exposure to concentrated vapors or fumes.
4. Respiratory protection appropriate for the concentration of the hazardous material(s) and atmosphere present. Supplied air must meet requirements for Grade D air, at a minimum. a. The Contractor shall provide protective clothing, eye protection, and breathing apparatus as required for authorized inspection personnel upon request.
D. Personnel Protection and Procedures: The hazardous waste work area shall at no time be left unattended from the commencement of remediation work and until all hazardous waste and incidentals have been sealed in approved containers. If immediate transportation to the hazardous waste storage facility or disposal facility is not feasible, the work area must be secured in a manner approved by the Owner or Owner’s Environmental Consultant.
1. During work procedures and at all times when hazardous waste containing/contaminated fluids in any volume are not sealed in drums, containers or electrical equipment, all personnel entering the regulated work area must don protective clothing and equipment.
Upon exiting the work area, all disposable protective clothing shall be placed in appropriate waste storage drums and sealed, for subsequent transportation to the on-site storage facility or disposal facility.
2. Workers with cuts or scratches shall seal these wounds sufficiently to prevent accidental contact of the hazardous materials within the regulated work area prior to entering the regulated work area. Similarly, workers who accidentally incur minor cuts or scratches in the course of work activities shall immediately leave the work area, follow appropriate medical decontamination for known hazards and/or seek medical attention, before returning to the work area.
3. The contractor shall develop and submit to the Owner’s Environmental Health and Safety Department for approval a Health & Safety Plan (HASP) specific to the work activities.
4. All SDS for materials used on this project shall be submitted to the Owner’s Environmental Health and Safety Department for approval.
5. The contractor is responsible for providing daily OSHA compliance monitoring as required by CCR Title 8 and 29 CFR, for the hazardous materials work being performed.
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6. The first day’s samples for all personal air monitoring shall be submitted to the laboratory on a rush basis to ensure rapid reporting of the initial exposure level and to adjust PPE, appropriately.
1.07 SITE USE AND SECURITY
A. The work area shall be restricted only to authorized, trained and protected personnel, including Contractor, Contractor's employees, Owner’s employees, Owner’s Environmental Consultant, federal, state, and local inspectors.
B. Entry into the work area by unauthorized individuals shall be reported immediately to the Owner’s Environmental Consultant.
C. Contractor shall be responsible for project area security during abatement operations in order to protect work efforts and equipment. Contractor shall remove wastes and clean areas prior to leaving the area each day. Contractor is responsible for any containment or equipment left beyond the scheduled shift.
1.08 EMERGENCY PLANNING
A. Emergency planning and procedures shall be developed by Contractor prior to abatement initiation.
B. Emergency procedures shall be in written form and prominently posted. Contractor shall ensure that all persons entering the work area read these procedures and understand the Project site layout, location of emergency exits and emergency procedures.
C. Emergency planning shall include considerations of fire, explosion, electrical hazards, slips, trips and falls, confined spaces, earthquakes and heat related injury. Written procedures shall be developed and employee training in procedures shall be provided by Contractor.
D. Employees shall be trained in evacuation procedures in the event of work place emergencies.
1. For non-life threatening situations, employees injured or otherwise incapacitated shall decontaminate following normal procedures with assistance from fellow workers, if necessary, before exiting the work place to obtain proper medical treatment.
2. For life threatening injury or illness, worker decontamination shall take least priority. After measures to stabilize the injured worker, remove him from the work place and secure proper medical treatment.
a. Telephone numbers of all emergency response personnel shall be prominently posted in the clean and equipment rooms.
E. Employees shall be trained in the location and proper use of all extinguishers and other fire/life safety equipment.
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PART 2 – PRODUCTS
2.01 MATERIALS AND EQUIPMENT
A. Storage Containers:
1. All hazardous waste fluids, hazardous waste-contaminated fluids, including flush and cleaning solvents and mixtures, shall be stored in sealed DOT approved closed top drums or other waste container approved for storage of these materials.
2. All hazardous waste solid wastes and items including disposable items used in the course of the work such as rags, absorbents, protective clothing, etc., shall be stored in sealed DOT approved closed top type drums or other waste container approved for storage of these materials.
3. Any hazardous waste article container, other than approved DOT drums, intended for storage, shall be submitted to the Owner or Owner’s Environmental Consultant for approval.
B. Solvents, Cleaning Agents and Absorbents:
1. Solvents: An appropriate solvent in which hazardous wastes are shown to be soluble in.
Care should be taken to limit the complexity of the waste stream. In all cases where solvents are used in the course of work, proper ventilation shall be provided by the Contractor to insure that resulting fumes/vapors are not dispersed to occupied building areas either as a result of natural convection or via air intakes for building ventilation systems. The manufacturer's recommendations for application and requirements of Cal/OSHA shall be strictly observed.
2. Cleaning Agent: An appropriate cleaning agent in which hazardous wastes are shown to be soluble in. Care should be taken to limit the complexity of the waste stream.
Numerous, non-toxic, cleaning agents shown to meet or exceed the solubility requirement above are commercially available. In all cases where cleaners are used in the course of work, proper ventilation shall be provided by the Contractor to insure that resulting fumes/vapors are not dispersed to occupied building areas either as a result of natural convection or via air intakes for building ventilation systems. The manufacturer's recommendations for application and requirements of Cal/OSHA shall be strictly observed.
3. Absorbents: An appropriate absorbent for the hazardous waste being collected/contained.
Care should be taken to limit the complexity of the waste stream. Numerous, non-toxic, absorbents shown to meet or exceed the solubility requirement above are commercially available. The manufacturer's recommendations for use or application and requirements of Cal/OSHA shall be strictly observed.
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PART 3 – EXECUTION
3.01 SPILL CLEAN-UP, CONTAINERIZATION AND MARKING
A. Clean-Up of Work Area, Hazardous Waste Articles and Spills:
1. Equipment and Tools: After the last hazardous waste has been removed and all fluids and solids cleaned from remaining fixtures and surfaces, all tools and equipment used in the work shall be decontaminated and properly stored for reuse. a. All non-permeable tools that may have come in contact with hazardous waste at any concentration shall be thoroughly double washed/rinsed with an appropriate cleaning agent, wiped clean and properly stored.
2. Hazardous Waste Contaminated Articles: All exterior surfaces of equipment that may have come in contact with hazardous waste or contaminated solids or fluids either during the course of work activities or due to past leaks shall be double washed/rinsed, at a minimum, with an appropriate cleaning agent and wiped clean.
3. Solid Impenetrable Surfaces: All metal surfaces and surfaces with impervious liners which have come in contact with hazardous waste or hazardous waste mixtures in the course of the work or as a result of past leaks shall be thoroughly cleaned using a combination of absorbents and solvents or cleaning agents. Minimum cleaning requirements for these surfaces include removal of bulk material and two rinses with the cleaning agent of the surface or surfaces, which come in contact with hazardous waste or hazardous waste mixtures in the course of the work or as a result of past leaks. a. The work area shall be effectively ventilated during operations such that vapors used in decontamination and cleaning are not vented to occupied building areas.
Upon completion of hazardous waste-related activities, if fumes or vapors are still present in levels, which could impede breathing or be considered toxic under state and/or NIOSH standards, the Contractor shall provide additional ventilation to accelerate drying.
b. Auxiliary breathing apparatus may only be used by personnel trained in the use of this equipment, medically cleared to wear this equipment and experienced in conducting the required work activities while wearing equipment, which could impede safe work practices.
4. Soils and Porous Materials: The U.S. EPA, Region IX, regards soil, asphalt, wood, cement and un-sealed concrete as porous materials that absorb hazardous waste. Where practicable, these materials must be removed when they are within the spill or contamination boundary.
5. Decontamination Verification: Completion of decontamination activities will be verified by the Owner's Environmental Consultant collecting an appropriate number and type of samples for specific hazardous waste and surfaces. Contractor is responsible for all costs associated with spill clean-up oversight and sampling.
B. Containerization and Marking:
1. All liquids generated as a result of work activities and clean-up operations shall be placed in appropriate waste containers and the containers sealed.
2. All solids such as absorbents, rags, disposable protective clothing, soils, and other incidentals shall be placed in appropriate waste containers and the containers sealed.
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3. All drums (and Article containers where used) shall be permanently marked as to specific contents and the first date of accumulation. In addition, each drum (and container) shall be marked with the appropriate labels as per 40 CFR Part 273, 49 CFR Part 178, 40 CFR Part 262 and Title 22 CCR Section 66262.34.
3.02 HANDLING AND TRANSPORTATION TO STORAGE FACILITIES
A. Handling:
1. Drums: All closed and open top drums must be permanently sealed and marked prior to loading on transport vehicle. Filled drums shall be loaded on the transport vehicle by any of the following methods:
a. By a hoist or lift truck utilizing a two-point drum lifter. b. By a hoist or lift truck provided with a band-around type drum lifter, or; c. By a lift truck lifting the drums from underneath by a pallet attached to the drum by a banding arrangement.
2. Drums shall not be lifted by:
a. Any rope, chain or cloth slings tied about the drum. b. Placement of drums on bare lift truck forks.
c. Forcing drums between forks of a lift truck, or;
d. Any commercial drum lifters exerting force on the sides of a drum.
3. All drums or article containers shall be secured to the transport vehicle to prevent movement in transit.
3.03 TRANSPORTATION TO DISPOSAL FACILITY
A. General: All Hazardous Waste Articles removed and all drums containing liquids, solids and incidentals shall be transported to the off-site hazardous waste approved and permitted recycling/disposal facility.
1. The firm performing the work of this Section shall be licensed for the transportation and hauling of hazardous or extremely hazardous wastes as appropriate. The firm shall provide a route plan, which clearly identifies the routes he proposes to follow while transporting hazardous waste Items from the various work sites (points of generation) to the off-site facilities.
2. A minimum of two operators shall be in attendance at all times when hazardous waste items are being transported, loaded and unloaded.
3. Once waste containers are full and ready for offsite disposal notify the Owner’s Environmental Specialist at 916-732-5335.
B. Application of the Rules in This Part - General Provisions:
1. The rules in this section apply to each motor carrier engaged in the transportation of hazardous materials by a motor vehicle which must be marked or placarded in accordance with 49 CFR Parts 171 and 177 and:
a. Each officer or employee of the carrier who performs supervisory duties related to the transportation of hazardous wastes and hazardous materials.
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b. Each person who operates or who is in charge of motor vehicle(s) transporting hazardous materials.
C. Compliance with Federal Motor Carrier Safety Regulations:
1. A motor carrier driver or other person must comply with the rules when he/she is transporting hazardous materials by a motor vehicle, which must be marked or placarded in accordance with 49 CFR Parts 171 and 177.
D. State and Local Laws, Ordinances and Regulations:
1. Every motor vehicle transporting or storing Articles and Items containing hazardous materials must be operated and parked in compliance with the laws, ordinances and regulations of the state jurisdiction of which it is being operated in, unless they are at variance with specific regulations of the Department of Transportation which are applicable to the operation of that vehicle which impose a more stringent obligation or restraint.
E. Attendance and Surveillance of Motor Vehicles:
1. A motor vehicle, which contains hazardous material, which is located on a public street or highway or the shoulder of a public highway, must be attended by its driver. However, the vehicle need not be attended while its driver is performing duties, which are necessary to his duties as the operator of the vehicle. For purpose of this section:
a. A motor vehicle is attended when the person in charge of the vehicle is on the vehicle, awake, or is within one hundred feet of the vehicle and has it within his unobstructed field of view.
b. A qualified representative of a motor carrier is a person who:
1) Has been designated by the carrier to attend the vehicle; 2) Is aware of the nature of the hazardous materials contained in the vehicle he attends to;
3) Has been instructed in the procedures he must follow in emergencies and; 4) Is authorized to move the vehicle and has the means and ability to do so.
F. Parking:
1. A motor vehicle, which contains or hazardous materials, must not be parked on or within five feet of the traveled portion of public street or highway except for brief periods when the necessities of operation require the vehicle to be parked and make it impractical to stop the vehicle in any other place.
G. Routes:
1. Unless there is no practicable alternative, a motor vehicle which contains hazardous materials must be operated over routes which do not go through or near heavily populated areas, places where crowds are assembled, tunnels, narrow streets, or alleys.
Operating convenience is not a basis for determining whether it is practicable to operate a motor vehicle in accordance with this paragraph.
H. Fires/Open Flames:
1. A motor vehicle containing hazardous materials must not be operated near an open fire unless its driver has first taken precautions to ascertain that the vehicle can safely pass the fire without stopping.
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a. A motor vehicle containing hazardous materials must not be parked within three hundred feet of an open fire.
I. Smoking:
1. No person may smoke or carry a lighted cigarette, cigar, or pipe, on or within twenty-five (25) feet of any contractor's vehicle, which contains flammable materials (flushing solvents), or an empty tank motor vehicle, which has been used to transport flammable materials.
J. Fueling:
1. When a motor vehicle, which contains hazardous materials, is being fueled:
a. Its engine must not be operating and;
b. A person must be in control of the fueling process at the point where the fuel tank is filled.
K. Tires:
1. If a motor vehicle which contains hazardous materials is equipped with dual tires on any axle, its driver must stop the vehicle in a safe location at least once during each two hours or one hundred miles of travel, whichever is less, and must examine the tires. The driver must also examine the vehicle tires at the beginning of each trip and each time the vehicle is parked.
2. If, as the result of an examination pursuant to the preceding paragraph of this section, or otherwise, a tire is found to be flat, leaking or improperly inflated the driver must cause the tire to be repaired, replaced, or properly inflated before the vehicle is driven. However, the vehicle may be driven to the nearest safe place to perform the required repair, replacement, or inflation. If, as the result of an examination a tire is found to be overheated the tire will be removed and placed at a safe distance from the vehicle. The driver shall not operate the vehicle until the cause of the overheating is corrected.
L. Binding and Tie-Down:
1. If a motor vehicle transports hazardous materials all containers must be properly secured in place to insure that no equipment items or containers can be loose or unsafely placed into the transport vehicle. This may include chaining, roping or strapping and winching.
The driver of the vehicle must stop the vehicle in a safe location at least once during each two hours or one hundred miles of travel whichever is less and inspect the contents of the shipment. At the time of inspection if any form of binding is found to be loose the driver shall immediately take action to remedy the situation for safe transportation.
2. Any equipment, drums, or other Articles carried in an open, flatbed or stake type truck shall be covered with a tarp to protect it from the elements.
M. Hazardous Waste Instruction and Documents:
1. A motor carrier that transports "Hazardous Waste" must furnish the driver of each motor vehicle in which the waste is transported the following documents:
a. A copy of these rules.
b. A document containing instructions on procedures to be followed in the event of accident or delay. The documents must include the names and telephone numbers of persons to be contacted, and the substance of the hazardous wastes being Packet Page 524
City of Seaside HAZARDOUS MATERIALS REMOVAL AND DISPOSAL 04/17/25 Former Fort Ord - Phase 1B 02 84 16 - 13
transported, and the precautions to be taken in emergencies such as fires, accident or leakages.
c. Manifest and permit documents described in these specifications and required for waste transport.
N. Marking of Vehicles:
1. A motor vehicle being operated must be marked if that vehicle is:
a. Transporting hazardous materials of a kind that require the vehicle to be marked or placarded in accordance with 49 CFR Parts 171 and 177 and; b. Commercial vehicles must display the name or trade name of the carrier operating the vehicle. These vehicles must display markings, which designate the carrier as being a commercial vehicle "for hire".
3.04 HAZARDOUS WASTE DISPOSAL AND RECYCLING
A. The Contractor shall recycle or treat and dispose of all collected hazardous wastes collected and generated during the execution of this Contract including those Articles, fluids, etc. set forth in PART 1 GENERAL of these specifications.
B. Except as may be otherwise specifically directed by the Owner or Owner’s Environmental Consultant, the Contractor shall recycle or treat and dispose of the waste materials as governed by Title 40 CFR, 239 - 282, Title 22 CCR Division 4.5, and other federal, state, local regulations and subsequent amendments:
1. By disposal, incineration or recycling at a facility approved for such use by the U.S.
Environmental Protection Agency, and all other controlling regulatory agencies and bodies of the state, county and municipality of that facility's location all hazardous waste fluids, flushing fluids, and other hazardous waste contaminants. Waste contaminated solids are also to be incinerated as suitable and allowed for this type of disposal.
C. All hazardous wastes generated as part of these operations will be likewise disposed of by the Contractor in a legal manner and said disposal is included in the Contractor's total work item fee.
D. The Contractor shall not sell, transfer, or recover any material from the wastes received from the Owner without their prior written consent.
3.05 MANIFEST AND RECORDS
A. The Contractor shall provide the Owner or Owner’s Environmental Consultant with a compliance certificate verifying that all waste received by it has been properly recycled or treated and disposed.
B. The Contractor shall provide the Owner or Owner’s Environmental Consultant copies of all manifests, permits, weight tickets or other documents currently in effect relating to the specific hazardous wastes to be transported, recycled or treated and disposed hereunder except as otherwise stated in this Section. The Contractor shall also promptly furnish to the Owner or Owner’s Environmental Consultant copies of all new or renewal permits or other documents applicable to this agreement as soon as the Contractor receives same.
C. The Contractor shall furnish completed U.S. EPA approved Uniform Hazardous Waste Manifest for all Hazardous Waste Articles to be collected from the facility at which the removal and decontamination occurred. These manifests shall accompany the waste loads to disposal and be properly completed by the hauler and disposal agent as required by federal and state Packet Page 525
City of Seaside HAZARDOUS MATERIALS REMOVAL AND DISPOSAL 04/17/25 Former Fort Ord - Phase 1B 02 84 16 - 14
hazardous waste management law. The final manifest and weight ticket shall then be returned by registered mail to the Owner or Owner’s Environmental Consultant within the designated time period specified by federal law.
D. It shall be the responsibility of the Owner to finalize their hazardous waste records regarding the removal and final disposition of hazardous waste articles.
E. The contract work will not be considered complete nor will the Owner make final payment until the Owner or Owner’s Environmental Consultant receives certifications of proper disposal, incineration and/or recycling.
3.06 PLACEMENT IN STORAGE AND RECORDS
A. Unloading and Placement in Storage:
1. Transport vehicles shall be unloaded utilizing the same equipment and methods as for loading.
2. Drums and articles shall be placed in the storage facility in locations as directed by the Owner or Owner’s Environmental Consultant.
a. Articles shall be placed such that ample clearance is provided around equipment to facilitate future inspection.
b. Drums shall be placed on pallets of sufficient strength to withstand double stacking.
Drums shall not be stacked at time of storage unless space is limited as determined by the Owner or Owner’s Environmental Consultant. Where stacking of drums is necessary, pallets shall be placed between the drum layers.
3. Immediately following unloading of the hazardous waste transport vehicle, the cargo area shall be inspected to check for any fluid leaks. If any fluids are found, the source of the leaking drum or items shall be identified and sealed.
a. The contaminated cargo area shall be thoroughly double washed/rinsed clean with absorbents, solvents and liquid cleaner. Cleaning agents, solvents and solids shall be placed in proper drums for disposal.
B. Records: Upon completion of all hazardous waste work related activities the Contractor shall provide a complete record of such activities and storage data to the Safety Officer or other administrator responsible for hazardous wastes at the site. In addition, two copies of the record shall be transmitted to the Owner or Owner’s Environmental Consultant. The record shall include the following data:
1. Name of the firm performing the work of this Section and technician in charge:
2. Drums (and Article Containers where applicable):
a. Drum size (30 or 55 gallon).
b. Identification of contents, i.e., for liquids, flush solvents, cleaning solvents for solids, rags, absorbents, soil, etc.
c. Weight in pounds and gallons of contents of each drum (or container). d. Date placed in storage.
Packet Page 526
City of Seaside HAZARDOUS MATERIALS REMOVAL AND DISPOSAL 04/17/25 Former Fort Ord - Phase 1B 02 84 16 - 15
3.07 ALTERNATE PROCEDURES
A. If specified procedures cannot be utilized, a request shall be made in writing to the Owner or Owner’s Environmental Consultant providing details of the problem encountered and recommended alternatives.
B. Alternative procedures shall provide equivalent or greater protection than procedures that are replaced.
C. Any alternative procedure must be approved in writing by the Owner or the Owner’s Environmental Consultant prior to the implementation of the procedure and must have no additional cost impacts.
3.08 OWNER PERFORMED SAMPLING AND TESTING
A. The Owner may, at its discretion, perform environmental air, soil, and/or wipe sampling as appropriate or required for the hazardous materials work performed. Contractor shall control hazardous materials following the completion of related work in the work boundary or control area and at all times outside the work boundary or control area so that the airborne levels, soil levels, and ground surface levels do not exceed established background or regulatory levels for the hazardous material for which work is performed.
3.09 OSHA PERSONNEL AIR MONITORING
A. The contractor is responsible for providing daily OSHA compliance monitoring as required by CCR Title 8 and 29 CFR, for the hazardous materials work being performed.
1. At minimum, Contractor shall conduct breathing zone personal air monitoring of each and every different job category/task (i.e. preparation, wet scraping, feathering, priming, cleanup, etc.). Breathing zone shall be considered an area within a hemisphere, forward of the shoulders, with a radius of 6 to 9 inches from the center at the nose or mouth of an employee.
2. Monitoring shall be conducted by a qualified professional experienced and knowledgeable about the methods of air monitoring and in accordance with Title 8 and 29 CFR.
3. Monitoring results and appropriate laboratory analysis reports shall be submitted to Owner or Owner’s Environmental Consultant within twenty four (24) hours of the receipt of the analytical results.
END OF SECTION
Packet Page 527
APPENDIX A
Tables
Packet Page 528
AREA 2
(Partial)
Packet Page 529
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Packet Page 542
AREA 8
HARDSCAPE AND BALLPARK
HAZARDOUS MATERIALS SUMMARY
Other Hazardous Materials
Hardscape
No other hazardous materials were identified.
Ballpark
MATERIAL CONTAMINANT ESTIMATED
QUANTITY
Other Non-Incandescent Lamps Universal Waste 90
Stadium Light Poles Chemically Treated Wood 8
Packet Page 543
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Packet Page 546
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
311000 - 1 / 2 Site Clearing
SECTION 311000
SITE CLEARING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Clearing and protection of vegetation.
B. Removal of existing debris.
1.02 RELATED REQUIREMENTS
A. Section 017000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products.
B. Section 017419 - Construction Waste Management and Disposal: Limitations on disposal of removed materials; requirements for recycling.
C. Section 024100 - Demolition: Removal of built elements and utilities.
D. Section 312200 - Grading: Fill material for filling holes, pits, and excavations generated as a result of removal operations.
1.03 SUBMITTALS
A. Site Plan: Showing:
1. Vegetation removal limits.
2. Areas for temporary construction and field offices.
1.04 QUALITY ASSURANCE
A. Clearing Firm: Company specializing in the type of work required.
PART 2 PRODUCTS
2.01 MATERIALS
A. Fill Material: As specified in Section 312200 - Grading PART 3 EXECUTION
3.01 SITE CLEARING
A. Minimize production of dust due to clearing operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution.
3.02 EXISTING UTILITIES AND BUILT ELEMENTS
A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits.
B. Protect existing utilities to remain from damage.
C. Do not disrupt public utilities without permit from authority having jurisdiction.
D. Protect existing structures and other elements that are not to be removed.
3.03 VEGETATION
A. Scope: Remove trees, shrubs, brush, and stumps.
B. Do not remove or damage vegetation beyond the limits indicated on drawings.
1. Exception: Specific trees and vegetation indicated on drawings to be removed.
C. Install substantial, highly visible fences to prevent inadvertent damage to vegetation to remain:
1. At vegetation removal limits.
2. Around trees to remain within vegetation removal limits; locate no closer to tree than at the drip line.
Packet Page 547
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
311000 - 2 / 2 Site Clearing
3. Around other vegetation to remain within vegetation removal limits.
D. In areas where vegetation must be removed but no construction will occur other than minor demolition work, remove vegetation with minimum disturbance of the subsoil.
E. Vegetation Removed: Do not burn, bury, landfill, or leave on site, except as indicated.
1. Chip, grind, crush, or shred vegetation for mulching, composting, or other purposes; preference should be given to on-site uses.
2. Trees: Sell if marketable; if not, treat as specified for other vegetation removed; remove stumps and roots to depth of 18 inches.
3. Existing Stumps: Treat as specified for other vegetation removed; remove stumps and roots to depth of 18 inches.
4. Sod: Re-use on site if possible; otherwise sell if marketable, and if not, treat as specified for other vegetation removed.
5. Fill holes left by removal of stumps and roots, using suitable fill material, with top surface neat in appearance and smooth enough not to constitute a hazard to pedestrians.
F. Dead Wood: Remove all dead trees (standing or down), limbs, and dry brush on entire site; treat as specified for vegetation removed.
G. Restoration: If vegetation outside removal limits or within specified protective fences is damaged or destroyed due to subsequent construction operations, replace at no cost to Owner.
3.04 DEBRIS
A. Remove debris, junk, and trash from site.
B. Leave site in clean condition, ready for subsequent work.
C. Clean up spillage and wind-blown debris from public and private lands.
END OF SECTION 311000
Packet Page 548
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
312200 - 1 / 2 Grading
SECTION 312200
GRADING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Removal of topsoil.
B. Rough grading the site.
C. Finish grading.
1.02 RELATED REQUIREMENTS
A. Section 311000 - Site Clearing.
B. Section 312316 - Excavation.
C. Section 312316.26 - Rock Removal.
D. Section 312323 - Fill: Filling and compaction.
1.03 PRICE AND PAYMENT PROCEDURES
A. See Section 012200 - Unit Prices, for general requirements relating to unit prices for this work.
1.04 SUBMITTALS
A. Project Record Documents: Accurately record actual locations of utilities remaining by horizontal dimensions, elevations or inverts, and slope gradients.
1.05 QUALITY ASSURANCE
A. Perform Work in accordance with State of California, Highway Department standards.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that survey bench mark and intended elevations for the Work are as indicated.
B. Verify the absence of standing or ponding water.
3.02 PREPARATION
A. Identify required lines, levels, contours, and datum.
B. Stake and flag locations of known utilities.
C. Locate, identify, and protect from damage above- and below-grade utilities to remain.
D. Notify utility company to remove and relocate utilities.
E. Provide temporary means and methods to remove all standing or ponding water from areas prior to grading.
F. Protect site features to remain, including but not limited to bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs, from damage by grading equipment and vehicular traffic.
G. Protect trees to remain by providing substantial fencing around entire tree at the outer tips of its branches; no grading is to be performed inside this line.
3.03 ROUGH GRADING
A. Remove topsoil from areas to be further excavated, re-landscaped, or re-graded, without mixing with foreign materials.
B. Do not remove topsoil when wet.
Packet Page 549
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
312200 - 2 / 2 Grading
C. Remove subsoil from areas to be further excavated, re-landscaped, or re-graded.
D. Do not remove wet subsoil , unless it is subsequently processed to obtain optimum moisture content.
E. When excavating through roots, perform work by hand and cut roots with sharp axe.
F. See Section 312323 for filling procedures.
G. Stability: Replace damaged or displaced subsoil to same requirements as for specified fill.
H. Remove and replace soils deemed unsuitable by classification and which are excessively moist due to lack surface water control.
3.04 SOIL REMOVAL
A. Stockpile excavated topsoil on site.
B. Stockpile excavated subsoil on site.
C. Stockpiles: Use areas designated on site; pile depth not to exceed 8 feet; protect from erosion.
3.05 FINISH GRADING
A. Before Finish Grading:
1. Verify building and trench backfilling have been inspected.
2. Verify subgrade has been contoured and compacted.
B. Remove debris, roots, branches, stones, in excess of 1/2 inch in size. Remove soil contaminated with petroleum products.
C. In areas where vehicles or equipment have compacted soil, scarify surface to depth of 3 inches.
D. Fine grade topsoil to eliminate uneven areas and low spots. Maintain profiles and contour of subgrade.
E. Lightly compact placed topsoil.
F. Maintain stability of topsoil during inclement weather. Replace topsoil in areas where surface water has eroded thickness below specifications.
G. Slope edges of escavated areas for ingress / egress per OSHA 1926 Subpart P App B - Sloping and Benching.
3.06 REPAIR AND RESTORATION
A. Existing Facilities, Utilities, and Site Features to Remain: If damaged due to this work, repair or replace to original condition.
B. Other Existing Vegetation to Remain: If damaged due to this work, replace with vegetation of equivalent species and size.
3.07 FIELD QUALITY CONTROL
A. See Section 312323 for compaction density testing.
3.08 CLEANING
A. Remove unused stockpiled topsoil and subsoil. Grade stockpile area to prevent standing water.
B. Leave site clean and raked.
END OF SECTION 312200
Packet Page 550
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
312316 - 1 / 3 Excavation
SECTION 312316
EXCAVATION
PART 1 GENERAL
1.01 RELATED REQUIREMENTS
A. Section 015713 - Temporary Erosion and Sediment Control: Slope protection and erosion control.
B. Section 024100 - Demolition: Shoring and underpinning existing structures.
C. Section 311000 - Site Clearing: Vegetation and existing debris removal.
D. Section 312200 - Grading: Grading.
E. Section 312323 - Fill: Fill materials, backfilling, and compacting.
1.02 REFERENCE STANDARDS
A. 29 CFR 1926 - Safety and Health Regulations for Construction; Current Edition.
1.03 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Temporary Support and Excavation Protection Plan.
C. Project Record Documents: Record drawings at project closeout according to 017000 - Execution and Closeout Requirements. Show locations of installed support materials left in place, including referenced locations and depths, on drawings.
1.04 QUALITY ASSURANCE
A. Temporary Support and Excavation Protection Plan:
1. Indicate sheeting, shoring, and bracing materials and installation required to protect excavations and adjacent structures and property.
2. Bracing and shoring design to meet requirements of OSHA’s Excavation Standard, 29 CFR 1926, Subpart P.
B. Designer Qualifications: For design of temporary shoring and bracing, employ a Professional Engineer experienced in design of this type of work and licensed in the State in which the Project is located.
C. Shoring Installer Qualifications: Company specializing in performing the shoring and bracing work of this section with minimum 5 years of documented experience.
PART 2 PRODUCTS
2.01 MATERIALS
A. Bedding and Fill to Correct Over-Excavation:
1. See Section 312323 for bedding and corrective fill materials at general excavations.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that survey bench mark and intended elevations for the work are as indicated.
B. Survey existing adjacent structures and improvements and establish exact elevations at fixed points to act as benchmarks.
3.02 PREPARATION
A. Identify required lines, levels, contours, and datum locations.
B. See Section 311000 for clearing, grubbing, and removal of existing debris.
C. Locate, identify, and protect utilities that remain and protect from damage.
Packet Page 551
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
312316 - 2 / 3 Excavation
D. Notify utility company to remove and relocate utilities.
E. Protect bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic.
F. Grade top perimeter of excavation to prevent surface water from draining into excavation. Provide temporary means and methods, as required, to maintain surface water diversion until no longer needed, or as directed by Engineer.
3.03 TEMPORARY EXCAVATION SUPPORT AND PROTECTION
A. Excavation Safety: Comply with OSHA’s Excavation Standard, 29 CFR 1926, Subpart P.
1. Excavations in stable rock or in less than 5 feet in depth in ground judged as having no cave-in potential do not require excavation support and protection systems.
2. Depending upon excavation depth, time that excavation is open, soil classification, configuration and slope of excavation sidewalls, design and provide an excavation support and protection system that meets the requirements of 29 CFR 1926, Subpart P:
a. Sloping and benching systems.
b. Support systems, shield systems, and other protective systems.
B. Excavation support and protection systems not required to remain in place may be removed subject to approval of Owner or Owner's Representative.
1. Remove temporary shoring and bracing in a manner to avoid harmful disturbance to underlying soils and damage to buildings, structures, pavements, facilities and utilities.
3.04 EXCAVATING
A. Excavate to accommodate construction operations.
1. Excavate to the length and width required to safely install, adjust, and remove any forms, bracing, or supports necessary for the installation of the work.
B. Notify Engineer of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work.
C. Do not interfere with 45 degree bearing splay of foundations.
D. Provide temporary means and methods, as required, to remove all water from excavations until directed by Engineer. Remove and replace soils deemed suitable by classification and which are excessively moist due to lack of dewatering or surface water control.
3.05 SUBGRADE PREPARATION
A. See Section 312323 for subgrade preparation at general excavations.
3.06 FILLING AND BACKFILLING
A. Do not fill or backfill until all debris, water, unsatisfactory soil materials, obstructions, and deleterious materials have been removed from excavation.
B. See Section 312323 for fill, backfill, and compaction requirements at general excavations.
C. See Section 312200 for rough and final grading and topsoil replacement requirements.
3.07 REPAIR
A. Correct areas that are over-excavated and load-bearing surfaces that are disturbed; see Section 312323.
3.08 CLEANING
A. Remove excess excavated material from site.
3.09 PROTECTION
A. Divert surface flow from rains or water discharges from the excavation.
Packet Page 552
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
312316 - 3 / 3 Excavation
B. Prevent displacement of banks and keep loose soil from falling into excavation; maintain soil stability.
C. Protect open excavations from rainfall, runoff, freezing groundwater, or excessive drying so as to maintain foundation subgrade in satisfactory, undisturbed condition.
D. Protect bottom of excavations and soil adjacent to and beneath foundation from freezing.
E. Keep excavations free of standing water and completely free of water during concrete placement.
END OF SECTION 312316
Packet Page 553
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
312323 - 1 / 3 Fill
SECTION 312323
FILL
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Filling holes, pits, and excavations generated as a result of removal (demolition) operations.
1.02 RELATED REQUIREMENTS
A. Section 015713 - Temporary Erosion and Sediment Control: Slope protection and erosion control.
B. Section 312200 - Grading: Site grading.
C. Section 312316 - Excavation: Removal and handling of soil to be re-used.
1.03 DEFINITIONS
A. Finish Grade Elevations: Indicated on drawings.
1.04 REFERENCE STANDARDS
A. AASHTO T 180 - Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54- kg (10-lb) Rammer and a 457-mm (18-in.) Drop; 2022, with Errata .
B. ASTM D698 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)); 2012 (Reapproved 2021).
C. ASTM D1556/D1556M - Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method; 2015, with Editorial Revision (2016).
D. ASTM D1557 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)); 2012 (Reapproved 2021).
E. ASTM D2167 - Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method; 2015.
F. ASTM D6938 - Standard Test Methods for In-Place Density and Water Content of Soil and SoilAggregate by Nuclear Methods (Shallow Depth); 2023.
1.05 SUBMITTALS
A. Product Data for Manufactured Fill.
B. Soil Samples: 10 pounds sample of each type of fill; submit in air-tight containers to testing laboratory.
C. Materials Sources: Submit name of imported materials source.
D. Fill Composition Test Reports: Results of laboratory tests on proposed and actual materials used, including manufactured fill.
E. Compaction Density Test Reports.
1.06 QUALITY ASSURANCE
A. Testing Agency Qualifications: Independent firm specializing in performing testing and inspections of the type specified in this section.
1.07 DELIVERY, STORAGE, AND HANDLING
A. When necessary, store materials on site in advance of need.
B. When fill materials need to be stored on site, locate stockpiles where indicated.
1. Separate differing materials with dividers or stockpile separately to prevent intermixing.
2. Prevent contamination.
3. Protect stockpiles from erosion and deterioration of materials.
Packet Page 554
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
312323 - 2 / 3 Fill
PART 2 PRODUCTS
2.01 FILL MATERIALS
A. General Fill: Complying with State of California Highway Department standard.
2.02 SOURCE QUALITY CONTROL
A. Where fill materials are specified by reference to a specific standard, test and analyze samples for compliance before delivery to site.
B. If tests indicate materials do not meet specified requirements, change material and retest.
C. Provide materials of each type from same source throughout the Work.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that survey bench marks and intended elevations for the Work are as indicated.
B. Identify required lines, levels, contours, and datum locations.
C. See Section 312200 for additional requirements.
D. Verify areas to be filled are not compromised with surface or ground water.
3.02 PREPARATION
A. Scarify and proof roll subgrade surface to a depth of 6 inches to identify soft spots.
B. Cut out soft areas of subgrade not capable of compaction in place. Backfill with general fill.
C. Compact subgrade to density equal to or greater than requirements for subsequent fill material.
D. Until ready to fill, maintain excavations and prevent loose soil from falling into excavation.
3.03 FILLING
A. Fill to contours and elevations indicated using unfrozen materials.
B. Employ a placement method that does not disturb or damage other work.
C. Systematically fill to allow maximum time for natural settlement. Do not fill over porous, wet, frozen or spongy subgrade surfaces.
D. Maintain optimum moisture content of fill materials to attain required compaction density.
E. Slope grade away from building minimum 2 inches in 10 feet, unless noted otherwise. Make gradual grade changes. Blend slope into level areas.
F. Correct areas that are over-excavated.
1. Other areas: Use general fill, flush to required elevation, compacted to minimum 90 percent of maximum dry density.
G. Compaction Density Unless Otherwise Specified or Indicated:
1. At all locations: 90 percent of maximum dry density.
H. Reshape and re-compact fills subjected to vehicular traffic.
I. Maintain temporary means and methods, as required, to remove all water while fill is being placed as required, or until directed by the Engineer. Remove and replace soils deemed unsuitable by classification and which are excessively moist due to lack of dewatering or surface water control.
3.04 FILL AT SPECIFIC LOCATIONS
A. Use general fill unless otherwise specified or indicated.
3.05 TOLERANCES
A. Top Surface of General Filling: Plus or minus 1 inch from required elevations.
Packet Page 555
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
312323 - 3 / 3 Fill
3.06 FIELD QUALITY CONTROL
A. Soil Fill Materials:
1. Perform compaction density testing on compacted fill in accordance with ASTM D1556, ASTM D2167, or ASTM D6938.
2. Evaluate results in relation to compaction curve determined by testing uncompacted material in accordance with ASTM D698 ("standard Proctor"), ASTM D1557 ("modified Proctor"), or AASHTO T 180.
3. If tests indicate work does not meet specified requirements, remove work, replace and retest.
4. Frequency of Tests: 3.
3.07 CLEANING
A. See Section 017419 - Construction Waste Management and Disposal, for additional requirements.
B. Remove unused stockpiled materials, leave area in a clean and neat condition. Grade stockpile area to prevent standing surface water.
C. Leave borrow areas in a clean and neat condition. Grade to prevent standing surface water.
END OF SECTION 312323
Packet Page 556
Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
329219 - 1 / 4 Seeding
SECTION 329219
SEEDING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Placing topsoil.
B. Hydroseeding.
1.02 REFERENCE STANDARDS
A. Unless otherwise shown or specified, all materials and methods shall conform to the appropriate current sections of the State of California, Department of Transportation Standard Specifications (Caltrans Standard Specifications) as they reasonably apply to this work, except for measurement and payment requirements.
B. California Stormwater Quality Association (CASQA) Construction BMP Handbook.
1. BMP EC-4: Hydroseeding – Temporary Erosion Control.
C. ASTM D7322/D7322M - Standard Test Method for Determination of Erosion Control Product (ECP) Ability to Encourage Seed Germination and Plant Growth Under Bench-Scale Conditions; 2017.
1.03 DEFINITIONS
A. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass.
1.04 QUALITY ASSURANCE
A. Seed must not contain prohibited noxious weed seed and/or more than 1.0 percent total weed seed by weight.
B. Cellulose Fiber shall be certified to indicate that laboratory and field testing of the product has been accomplished and meets all requirements specified herein based on testing. Weight specifications from the supplier for this material shall refer only to air dry weight of the fiber material.
C. been accomplished and meets all requirements specified herein based on testing. Weight Seed shall be delivered in original sealed packages bearing supplier’s certificate – lab analysis for purity, germination, weed seed content, and inert material. Seed bags shall include manufacturer’s tags in conformance with Federal Seed Act (FSA) and applicable state laws.
Wet, moldy, or otherwise damaged seed will be rejected by the Owner’s Representative.
D. Fertilizers and manufactured amendments are to be delivered to the site in the original, unopened containers, each bearing the manufacturer's guaranteed analysis. Materials which become caked or contaminated making them unsuitable for use will not be accepted.
1. Fertilizers shall comply with the requirements of the Fertilizing Materials Inspection Program of the California Department of Food and Agriculture.
E. Hydraulic equipment used for the application of the fertilizer, seed and slurry of prepared wood pulp is subject to approval by the Owners Representative.
1.05 SUBMITTALS
A. Documents:
1. Qualifications / current licenses / previous experience of the hydroseeding company.
2. Description of hydraulic equipment proposed to be used.
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Fort Ord Military Reservation
Property Demolition Project Phase
1B (Re-Bid)
329219 - 2 / 4 Seeding
3. Hydroseeding Schedule. For projects with non-continuous installations of hydroseed, submit all proposed installation dates. See discussion for non-irrigated hydrosee elsewhere in this specification
4. Dated letter from the seed supplier indicating availability of proposed seed mix and sources, and suggested substitutions if any.
5. Product cut-sheets on fiber, fertilizer, tackifier, inoculant
6. Prior to installation - seed labels for each native plant species in the supplied hydroseed mix.
B. Samples:
1. Fiber: 4 oz sample – if not a pre-approved product as noted. For pre-approved products submit only produce data sheet.
2. Tackifier / binder: 4 oz sample – if not a pre-approved product as noted. For pre-approved products submit only product data sheet.
C. Delivery tags for fiber, binder, fertilizer, seed, and inoculant as delivered to the Site for the Project.
PART 2 PRODUCTS
2.01 REGULATORY REQUIREMENTS
A. Provide certificate of compliance from authority having jurisdiction indicating approval of seed mixture.
2.02 SEED MIXTURE
A. Standard Hydroseeding Slurry:
1. Seed mix as specified @ 40 bulk lbs/acre.
2. Fiber as specified @ 2,000 lbs/acre.
3. Tackifier/binder as specified @ 100 lbs/acre.
4. Inoculant as specified @ 60 lbs/acre.
5. Organic Fertilizer as specified @ 1,000 lbs/acre.
B. Seed Mixture Species Options:
1. Achillea Millefolium
2. Bromus Carinatus 'Cucamonga'
3. Elymus Glaucus
4. Eriogonum Fesciculatum Polifolium
5. Eschscholzia Californicum
6. Festuca Idahoensis
7. Hordeum Brachyantherum Californicum
8. Lasthenia Californica
9. Layia Platygossa
10. Lupinus Bicolor
11. Lupinus Succulentis
12. Melica Imperfecta
13. Muhlenbergia Rigens
14. Nassella Pulchra
15. Stipa Pulchcra (de-awned)
16. Vulpia Microstachys
C. Fiber: 100% natural wood or paper fiber mulch, free from synthetic paper or plastic materials.
1. Fiber must disperse into a uniform slurry when mixed with water.
2. Colored with a non-toxic, water-soluble green dye to provide a proper visual gauge for metering of material over ground surfaces.
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Property Demolition Project Phase
1B (Re-Bid)
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3. Manufactured in such a manner that after addition and agitation in slurry tanks with fertilizer, seed, water and other approved additives, the fibers in the material will become uniformly suspended to form a homogeneous slurry; and that when hydraulically sprayed on the ground, the material will form a blotter-like ground cover impregnated uniformly with seed; and which after application, will allow the absorption of moisture and allow the rainfall to percolate to the underlying soil.
4. Materials that inhibit germination or growth will not be permitted in the mixture.
5. Thermally refined / processed wood products: Rainier Fiber by Rainer Veneer, Profile Wood by Profile Products or approved equal.
D. Tackifier/Binder: 100% psyllium fiber derived from the outer coating of the Plantago seed.
Available in powder form and packed in clearly marked bags stating the contents of each package. The tackifier will require no curing time, shall remain soft and rewettable, and shall not inhibit seed germination. All ingredients shall be biodegradable. Pre-approved products:
1. Ecology Control M-Binder by S&S Seeds, Inc, Carpinteria, CA (805)684-0436.
2. Plantago Binder by Northstar Impex Corpn. Moreno Valley CA (951)486-0441.
3. Approved equal.
E. Inoculant: AM-120 mycorrhizal inoculum. Pre-approved products:
1. AM-120 Standard by Reforestation Technologies International (RTI), Gilroy CA, (408) 848- 9604, and distributed by Pacific Coast Seed, Inc. Tracy, CA (925) 373-4417 and S&S Seeds, Carpinteria, CA (805) 684-0436
2. Approved equal.
F. Organic Fertilizer: 7-2-1 (N-P-K) fertilizer.
PART 3 EXECUTION
3.01 PREPARATION
A. Where appropriate and feasible, soil should be prepared to receive the seed by disking or otherwise scarifying the surface to elminate crust, improve air and water infiltration and create a more favorable environmental for germination and growth.
B. Carry out hydroseeding during a windless period using approved equipment and materials.
3.02 HYDROSEEDING
A. Apply seeded slurry with a hydraulic seeder at a rate which allows 100 seeds per sq ft.
B. Do not hydroseed area in excess of that which can be mulched on same day.
C. Immediately following seeding, apply mulch to a thickness of 1/8 inches. Maintain clear of shrubs and trees.
D. Apply water with a fine spray immediately after each area has been mulched. Saturate to 4 inches of soil.
E. Following germination, immediately re-seed areas without germinated seeds that are larger than 4 by 4 inches.
F. Protect all newly seeded areas by erecting a 36” high plastic snow fence with appropriate stakes at the edges of pathways along these areas to prevent trampling. Keep fence in place for the duration of the maintenance period.
G. Apply with hydraulic spray equipment that mixes fiber, tackifier, fertilizer, and other erosion control materials specified. If applying hydroseed, add seed to hydromulch. Seed may be dry applied to small areas not accessible by hydroseeding equipment if authorized.
H. Add water to hydromulch and hydroseed materials as recommended by the manufacturer and mix sufficiently to ensure an even application. A dispersing agent may be added to the mixture if authorized.
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Property Demolition Project Phase
1B (Re-Bid)
329219 - 4 / 4 Seeding
I. Equipment must have a built-in continuous agitation and discharge system capable of producing a homogeneous mixture and a uniform application rate. The tank must have a minimum capacity of 1,000 gallons. You may use a smaller tank if authorized.
J. Apply materials in locations, rates, and number of applications shown and as follows:
1. Start application within 60 minutes after adding seed to the tank.
2. Apply in successive passes as necessary to achieve the specified application rate.
3. Apply all hydromulch or hydroseed materials shown for a single area within 72 hours.
K. If hydromulch or hydroseed materials are applied to areas covered by RECP, apply hydromulch and hydroseed materials to the rolled product as follows:
1. Verify the RECP is in uniform contact with the slope surface.
2. Spray materials into the RECP perpendicular to the slope and integrate well.
3. Do not displace or damage the RECP.
3.03 CHEMICALS
A. Herbicides: Verify compatibility, dosage and other application procedures with the manufacturer. All chemicals shall be applied by a pest control operator licensed in the State of California.
1. Do not use chemicals stated by their manufacturers to be harmful to aquatic life in any areas draining directly to aquatic / riparian areas.
2. Do not mix the herbicide with surfactants in dry upland areas.
3.04 MAINTENANCE
A. Immediately reseed areas that show bare spots.
END OF SECTION 329219
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APPENDIX 1
HAZARDOUS MATERIALS SURVEY REPORT
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Hazardous Materials Survey Report
Former Fort Ord - Phase 1B: Areas 2 (Partial), 3, 4, 5, 6, 7, 8, and 10 Seaside, California
Prepared for:
440 Harcourt Ave.
Seaside, CA 93955
Prepared By:
Vista Environmental Consulting
2984 Teagarden Street
San Leandro, CA 94577
April 17, 2025
Project No. 2531283001
Packet Page 562
TABLE OF CONTENTS
EXECUTIVE SUMMARY
PAGE
1. INTRODUCTION 1
2. METHODOLOGY 3
3. RESULTS 6
4. RECOMMENDATIONS 7
5. LIMITATIONS & EXCLUSIONS 12
FIGURES
1. SITE PLAN
ASBESTOS DATA KEY
APPENDICES
A. AREA DATA
Hazardous Materials Summary
Asbestos Sampling Inventory
Sample and Asbestos-Containing Material Locations Drawings Photo Documentation (If Applicable)
Asbestos Analytical Reports
Lead XRF Sequential Reports
Waste Characterization Analytical Reports (If Applicable) B. Vista Certifications
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EXECUTIVE SUMMARY
Vista Environmental Consulting (Vista) performed a pre-demolition hazardous materials survey for the Phase 1B Areas at the Former Fort Ord, Seaside, California (Project Site). The Phase 1B Areas include part of Area 2, Area 3, Area 4, Area 5, Area 6, Area 7, Area 8, and Area 10 (Figure 1). The surveys were performed on the following dates:
Area 2 Building 4403A and Hardscape: April 21, 2021 and April 29, 2021 Area 3 Building and Hardscape: April 23, 2021
Area 4 Hardscape: April 28, 2021
Area 5 Building and Hardscape: April 22, 2021
Area 6 Hardscape: April 29, 2021
Area 7 Hardscape: April 28, 2021 and May 10, 2021
Area 8 Hardscape: April 28, 2021 and May 10, 2021, Building AR 4450A: January 14, 2019 (FORA Project)
Area 10 Hardscape: May 10, 2021
The buildings of Phase 1B are part of Fort Ord which is a former United States Army post on the Monterey Bay coast which closed in 1994. The Army left behind approximately 1,600 buildings ranging in age from the early 1900’s to the late 1980’s. Many of the buildings are currently in a state of disrepair. These buildings are set for demolition in an effort to redevelop the area.
The survey was performed to identify and sample accessible, suspect asbestos-containing materials, representative building components for the presence of lead-containing surface coatings/lead-based paints (LCSC/LBP), Polychlorinated Biphenyls (PCBs) in light fixture ballasts, and other hazardous materials that may be in the path of construction for the demolition project. Vista also performed waste characterization estimate sampling for lead in the building of Areas 3, 5 and 8 (AR4450A).
The results of the survey indicate the following:
Location Asbestos
Lead-Based
Paint and/or
Materials
Lead-Containing
Paint and/or
Materials
Exceeds Title 22
Disposal Levels
for Lead or
Needs
Additional
Analysis
Universal Waste,
Suspect PCBs,
and Other
Hazardous
Materials
Area 2
Building 4403A No No No NA No
Area 2
Hardscape (Partial) No No No NA No
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Location Asbestos
Lead-Based
Paint and/or
Materials
Lead-Containing
Paint and/or
Materials
Exceeds Title 22
Disposal Levels
for Lead or
Needs
Additional
Analysis
Universal Waste,
Suspect PCBs,
and Other
Hazardous
Materials
Area 3
Building 4405 No
Area 3
Hardscape No No NA
Area 4
Hardscape No NA
Area 5
Building No
Area 5
Hardscape No No NA
Area 6
Hardscape No No NA No
Area 7
Hardscape No NA No
Area 8
Building AR
4450A
No
Area 8
Hardscape &
Ballpark
NA
Area 10
Hardscape No No NA No
Subsurface utility piping is assumed to be present throughout the Project Site.
The Hazardous Materials Summary, Asbestos Sampling Inventory, Sample and AsbestosContaining Materials Locations Drawings, Photo Documentation (If Applicable), Asbestos Analytical Reports, Lead XRF Sequential Reports, and Waste Characterization Analytical Reports (If Applicable)for each area can be found in Appendix A – Hazardous Materials Area Data. The areas are listed in numeric order.
Asbestos was found Building 4405 in Area 3 and the Building in Area 5. Asbestos cement and tar wrapped piping is assumed subsurface below the hardscape of all areas. Prior to activities which will disturb identified or assumed asbestos, a Cal/OSHA registered and California licensed asbestos contractor must be utilized for abatement of asbestos that will be impacted.
Should the removal of identified regulated asbestos-containing materials (RACM) involve at least 160 square feet or 260 linear feet, then notification to the Monterey Bay Air Resources District (MBARD) and Cal/OSHA must be accomplished prior to the initiation of such activities.
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Lead was found in all buildings and hardscape areas surveyed except Building 4403A in Area 2.
Lead XRF Sequential Reports may have duplicate reading numbers if XRF testing was done over multiple days and the XRF readings were downloaded and erased daily from the XRF device.
XRF reading numbers may not start at reading number 1 if multiple buildings were surveyed on the same day. In the Lead XRF Sequential Reports some reading numbers may be deleted due to incomplete data collection. When this occurs, the testing combination is repeated until a successful reading is obtained.
All activities involving potential and identified lead-containing surfaces should be conducted in accordance with California Health & Safety Code sections 17920.10 and 10525, 10525.7, Title 8, California Code of Regulations (CCR), Section 1532.1.
In addition, all removal activities involving identified lead-based paints (LBP) must be conducted in accordance with Title 17, CCR, Division 1, Chapter 8, Sections 35001 through 36100, which proscribes the use of California Department of Public Health (CDPH) certified workers, work practices, and other requirements.
Written notification to Cal/OSHA must be accomplished should LBP activities involve equal to or more than 100 square feet or 100 linear feet of removal in accordance with the requirements of 8 CCR 1532.1.
Any welding, cutting or heating of metal surfaces containing surface coatings should be conducted in accordance with 8 CCR 1537 Welding, Cutting, and Heating of Coated Metals, which require surfaces covered with toxic preservatives, and in enclosed areas, be stripped of all toxic coatings for a distance of at least 4 inches, in all directions, from the area of heat application prior to the initiation of such heat application, or 8 CCR 1536 Ventilation Requirements for Welding, Brazing, and Cutting.
Proper waste characterization and disposal of lead and other heavy metal contaminated debris or rinsate from mechanical equipment should be conducted in accordance with 22 CCR Division 4, Chapter 30, and the California Health and Safety Code, Section 25157.8.
Other hazardous wastes were found in Areas 3, Area 4, Area 5 and Area 8. All potential and identified Universal Waste materials (UW) impacted by the work should be removed and recycled or disposed of in accordance with the UW guidelines established by the DTSC, as stated in 22 CCR Sections 66261.9 and 66273.1 thru 66273.90.
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All ballasts must be visually inspected prior to disposal to determine if they contain PCB’s.
Those ballasts marked No PCB’s or PCB Free can be considered as such as should be treated as UW - electronic waste. All PCB-containing devices, including, but not limited to ballasts should be removed or have the oils removed and properly handled, collected, stored, transported and recycled or disposed of by an approved recycling or disposal facility in accordance with the requirements of Title 22 CCR 67426.1.
Devices containing ozone depleting chemicals, petroleum or other chemicals, should be collected, waste characterized, disposed or recycled according to California rules and regulations.
After demolition, the resulting wastes may be hazardous under California and federal RCRA standards for lead and/or other metals and therefore require proper handling, packaging, labeling, and transportation under a proper manifest to a permitted hazardous waste storage, treatment and disposal facility.
The waste characterization estimate data found in this report are estimates only and cannot be used in place of waste characterization sampling after the buildings are demolished and waste streams are segregated. Further, all surface preparation, paint removal wastes, and paint debris on the ground must be considered RCRA Class I hazardous wastes unless sampling proves otherwise.
Should materials similar to those identified in this report, or if other forms of suspect hazardous materials are encountered, contractors should be instructed to immediately cease work activities which may initiate an exposure episode, and notify the appropriate management personnel.
Report prepared for the Company by:
Christopher R. Burns
Senior Project Manager
CAC #92-0224
LRCIA #6938
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Former Fort Ord, Seaside, CA April 17, 2025
Hazardous Materials Survey Report - Phase 1B Project No. 251283001 - 1 -
1.0 INTRODUCTION
Vista Environmental Consulting (Vista) performed a pre-demolition hazardous materials survey for the Phase 1B Areas at the Former Fort Ord, Seaside, California (Project Site). The Phase 1B Areas include part of Area 2, Area 3, Area 4, Area 5, Area 6, Area 7, Area 8, and Area 10 (Figure 1). The surveys were performed on the following dates:
Area 2 Building 4403A and Hardscape: April 21, 2021 and April 29, 2021 Area 3 Building and Hardscape: April 23, 2021
Area 4 Hardscape: April 28, 2021
Area 5 Building and Hardscape: April 22, 2021
Area 6 Hardscape: April 29, 2021
Area 7 Hardscape: April 28, 2021 and May 10, 2021
Area 8 Hardscape: April 28, 2021 and May 10, 2021, Building AR 4450A: January 14, 2019 (FORA Project)
Area 10 Hardscape: May 10, 2021
Site Background
Areas 2 (Partial), 3, 4, 5, 6, 7, 8 and 10 are part of Fort Ord which is a former United States Army post on the Monterey Bay coast which closed in 1994. Fort Ord was established in 1917, originally as Camp Gigling, as a military training base for infantry troops. In 1917, the East Garrison area and nearby lands on the east side of Fort Ord were purchased to use as a maneuver and training ground for field artillery and cavalry troops stationed at the Presidio of Monterey. In the late 1930s, the administrative buildings, barracks, mess halls, tent pads, and a sewage treatment plant were constructed. In 1938, additional agricultural property was purchased for the development of the Main Garrison. At the same time, beachfront property to the west was donated to the Army. Camp Gigling became Camp Ord in 1939 and then became Fort Ord in 1940. The Main Garrison was constructed between 1940 and the 1960s, starting in the northwest corner of the base and expanding southward and eastward.
In 1990, the US Secretary of Defense announced that the military would begin a process to reduce the number of nationwide military installations and Fort Ord was one of the bases named for closure. In 1991, it was formally announced that Fort Ord would be downsized and the Defense Base Realignment and Closure Commission (BRAC91) recommended that Fort Ord be closed. The closure of most of the former Ford Ord was completed in 1994.
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Hazardous Materials Survey Report - Phase 1B Project No. 251283001 - 2 -
The Army left behind approximately 1,600 buildings ranging in age from the early 1900’s to the late 1980’s. Many of the buildings are currently in a state of disrepair. These buildings are set for demolition in an effort to redevelop the area.
Buildings Background
Phase 1 B Areas 2 (Partial), 3, and 5 are comprised of 3 buildings (1 each area) including a wood framed shed (Building 4403A), a masonry/wood framed former fast food restaurant (Building 4405), and a a masonry/wood framed former Church. Hardscape areas for parking are around all buildings. Area 4, 6, 7 and 10 are hardscape areas of parking and walkways. Area 8 has 1 small wooden building (AR4450 A), a ballpark area, a hardscape areas of parking and walkways.
Area 2 (Partial)
Building 4403A is a 440 square foot shed with an unknown construction dates. It is located at the Presidio of Monterey Fire Department on General Jim Moore Boulevard. It is wood framed and sided and the roof is pitched and 3-Tab shingle.
Area 3
Building 4405 is a 3,347 square feet former Exchange Café and fast food restaurant that was built in 1992. It is located on the southwest side of the Project Site on the corner of General Jim Moore Boulevard and Gigling Road. It has a mix of masonry and wood framed walls with a concrete foundation. The roof is both flat built-up and pitched 3-tab shingle.
Area 5
Building 5 is an 8,220 square foot Church with an unknown construction date. It is located on the east side of the Project Site on Gigling Road. It has masonry walls and a concrete foundation including a basement a perimeter horizontal pipe chase. The roof is pitched and 3-Tab shingle except for the steeple which is built up.
Area 8
Building AR4450A is a square foot wood shed that was formally adjacent to an armory building that was previously demolished. Its construction appears to be from the 1940’s.
Survey
The purpose of this survey was to identify hazardous building materials so they can be removed, waste characterized, and properly disposed of prior to being impacted by demolition activities.
The data provided in this report can assist all parties involved in this project to make informed Packet Page 569
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Hazardous Materials Survey Report - Phase 1B Project No. 251283001 - 3 -
decisions with regards to regulatory compliance and the health and safety of their employees.
This survey included the following:
Visible and accessible suspect asbestos-containing materials (ACM) were assessed and sampled to determine asbestos content.
Representative painted and coated building components were assessed and categorized based upon standard selective demolition practices and sampled for lead content which can be used for worker protection estimates.
Waste characterization estimate sampling for lead.
Visible and accessible materials with the potential to have hazardous properties that are regulated and are commonly found in buildings were assessed, but not sampled. These materials include, but are not limited to:
Universal Waste (UW) materials, such as non-incandescent lamps, batteries, mercury-containing devices, and electronic waste; Batteries include, but are not limited to those found in exit signs, emergency lights, fire alarm systems, and back-up power systems;
Polychlorinated biphenyls (PCBs) containing devices such as lamp ballasts, wettype transformers, and hydraulic systems. Devices which may contain ozone depleting chemicals, such as Heating, Ventilation and Air Conditioning (HVAC) systems, refrigerators, freezers, and water coolers/fountains;
2.0 METHODOLOGY
The asbestos survey was performed by Christopher Burns, a State of California Division of Occupational Safety and Health (Cal/OSHA) Certified Asbestos Consultant (CAC) #92-0224.
Assisting on the survey was Javier Rocha, a Cal/OSHA Certified Site Surveillance Technician (CSST) #02-3244. The lead paint screening survey was conducted by Christopher Burns, who has a Lead-Related Construction Certificate as an Inspector/Assessor (LRCIA) #6938 issued by the State of California Department of Public Health (CDPH). Please see Appendix B for curt Vista Certification documentation.
Sub-surface areas were not included as part of this survey, hence no excavation was conducted to discover buried asbestos utility piping concealed below the surface. The Project Site conditions may change from those outlined in this report as a result of natural and man-made causes.
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Hazardous Materials Survey Report - Phase 1B Project No. 251283001 - 4 -
2.1 Asbestos
The asbestos survey was performed generally in accordance with the AHERA protocol (40 CFR Part 763, Subpart E). Visual identification was performed by assessing visible and accessible structural, architectural, and mechanical components for the presence of suspect ACM at the Project Site. The survey of all buildings were destructive in nature to meet MBARD’s definition of “Thoroughly Inspect”.
This ACM survey was conducted in the following manner:
Suspect ACM was categorized into homogeneous materials. A homogeneous material is defined as being a surfacing material, thermal system insulation, or miscellaneous material which is uniform in color and texture. It may also be additionally subcategorized using the date of installation, when available.
A sampling scheme was developed based upon the location and quantity of the suspect homogeneous ACM. A rough order of magnitude estimate of each suspect homogenous ACM was calculated and recorded for future reference. A sampling scheme, including a specific number of samples per suspect homogeneous ACM, was calculated prior to sampling.
Sampling guidelines established by the United States Environmental Protection Agency (USEPA) were utilized for sampling each suspected homogeneous ACM. Methods described in Appendix K of 8 California Code of Regulation (CCR) 1529 were utilized in the collection of each suspect homogeneous ACM sample.
Trained California asbestos certified personnel, using appropriate sampling tools and 3” long stainless steel cores, sterile leak-tight Whirl-pak® containers or equivalent, collected building materials that were suspected to contain ACM.
Each suspect ACM sample was collected and sealed in a container and appropriately labeled with a unique sample identification number and recorded on an asbestos bulk sampling log. Each log contains a chain-of-custody to assure the proper transition of the samples from VISTA to the analytical laboratory.
Sampling tools were decontaminated by using a clean wet cloth between the collection of each suspect sample to prevent the possibility of cross contamination to subsequent suspect ACM samples.
Suspect ACM samples were delivered, under proper chain-of-custody protocol, to SGS Forensic Laboratories (Forensic) located at 3777 Depot Road, suite 409, Hayward, California, 94545 (510-887-8828). Forensic is accredited under the National Voluntary Laboratory Accreditation Program (NVLAP) and the California Environmental Laboratory Accreditation Program (CalPacket Page 571 Former Fort Ord, Seaside, CA April 17, 2025
Hazardous Materials Survey Report - Phase 1B Project No. 251283001 - 5 -
ELAP). The samples were submitted for analysis by Polarized Light Microscopy (PLM) utilizing dispersion staining techniques in accordance with the EPA’s “Method for the Determination of Asbestos in Bulk Building Materials” U.S. EPA/600/R-93/116, Visual Area Estimate, dated July 1993 and adopted by the NVLAP as Test Method Code 18/A01.
2.2 Lead
Vista’s lead construction screening survey used an X-Ray Fluorescence (XRF) direct read spectrum analyzer device to take readings of representative painted and coated surfaces for evaluation of lead levels for worker health and safety and preliminary waste characterization prior to construction activities. The device used was a NITON Corporation XRF Spectrum Analyzer, Model XLp- 300 A. This device is a solid-state detector optimized for lead L-shell and K-shell X-ray detection and uses a 40 mCi 109Cd (1,480 Mbq) isotope for an excitation source.
This survey was a limited screening for the purpose of characterizing the lead content in paint and coatings likely to be disturbed during work activities. For this purpose, XRF analysis was used to screen for lead levels and provides results that are generally representative of typical conditions but are not inclusive of all painted/coated surfaces present at the Project Site. This survey was not a surface by surface inspection as outlined in the U.S. Department of Housing and Urban Development (HUD) Guidelines For the Evaluation and Control of Lead-Based Paint Hazards in Housing pursuant to Title X of the Housing and Community Development Act of 1992. These analytical data can be helpful in evaluation of lead-related environmental risks in general, but cannot be used to calculate worker exposures and are not a substitute for employee exposure monitoring or waste stream sampling.
Lead-Based Paint (LBP) is defined by CDPH as any paint containing lead levels exceeding 0.5 wt % (or 5000 parts per million) via paint chip sampling or 1.0 milligrams per centimeter squared (mg/cm²) or greater via X-Ray Fluorescence (XRF) direct read instrument sampling.
Cal/OSHA rules apply to “any detectable concentration of lead” without a specified detection level.
Lead XRF Sequential Reports may have duplicate reading numbers if XRF testing was done over multiple days and the XRF readings were downloaded and erased from the XRF device. XRF reading numbers may not start at reading number 1 if multiple buildings were surveyed on the same day. In the Lead XRF Sequential Reports some reading numbers may be deleted due to incomplete data collection. When this occurred, the testing combination was repeated until a successful reading was obtained.
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2.3 Other Hazardous Materials
Devices with potential hazardous materials were visually identified during the survey walkthrough and their quantities were estimated and recorded. No attempt was made to disassemble devices or sample suspect materials within the devices. For example, fluorescent light fixtures must be presumed to contain Universal Waste lamps, and ballasts which contain PCB oil are electronic waste, pending removal and disassembly of each unit to determine explicit product specific information that proves otherwise.
2.4 Waste Characterization Estimate
Building components were classified and estimates of percentage by weight of the component materials were calculated. Painted and unpainted metal were not included, because metal is usually salvaged and recycled during demolition projects. Asbestos-containing materials were not included since these materials must be removed prior to demolition activities. Concrete was not included since this material is usually salvaged and recycled. Materials stored on the Project Site that were not part of the building structure were also not accessed. All samples were analyzed for lead content
Samples were delivered, under proper chain-of-custody protocol, to Forensic. This laboratory is accredited under American Industrial Hygiene Association (AIHA), the Environmental Lead Laboratory Accreditation Program (ELLAP), and the California Department of Public Health (CDPH) for multiple metals analysis. The TTLC (Total Threshold Limit Concentration) samples were analyzed by EPA Method 2050B/7000B for metals by Flame Atomic Absorption (FAA).
3.0 RESULTS
The following buildings were surveyed and contain the following hazardous materials:
Location Asbestos
Lead-Based
Paint and/or
Materials
Lead-Containing
Paint and/or
Materials
Exceeds Title 22
Disposal Levels
for Lead or
Needs
Additional
Analysis
Universal Waste,
Suspect PCBs,
and Other
Hazardous
Materials
Area 2
Building 4403A No No No NA No
Area 2
Hardscape (Partial) No No No NA No
Area 3
Building 4405 No
Area 3
Hardscape No No NA
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Location Asbestos
Lead-Based
Paint and/or
Materials
Lead-Containing
Paint and/or
Materials
Exceeds Title 22
Disposal Levels
for Lead or
Needs
Additional
Analysis
Universal Waste,
Suspect PCBs,
and Other
Hazardous
Materials
Area 4
Hardscape No NA
Area 5
Building No
Area 5
Hardscape No No NA
Area 6
Hardscape No No NA No
Area 7
Hardscape No NA No
Area 8
Building AR 4450A No
Area 8
Hardscape and
Ballpark
NA
Area 10
Hardscape No No NA No
Subsurface utility piping is assumed to be present throughout the Project Site.
The Hazardous Materials Summary, Asbestos Sampling Inventory, Sample and AsbestosContaining Materials Locations Drawings, Photo Documentation (If Applicable), Asbestos Analytical Reports, Lead XRF Sequential Reports, and Waste Characterization Analytical Reports (If Applicable) for each area can be found in Appendix A – Hazardous Materials Area Data. The areas are listed in numeric order.
4.0 RECOMMENDATIONS
4.1 Asbestos
The results of the survey indicate that asbestos-containing materials are present at the Project Site in Area 3, Building 4405, Area 5, Building, and Area 8, Ballpark stadium lights. Subsurface asbestos utility piping is assumed present in all areas.
Work performed during any activities that disturb the asbestos-containing materials identified in this report must be done in compliance with the most recent edition of all applicable federal, state, and local regulations, standards, and codes governing abatement, transport, and disposal of asbestos-containing materials. These include, but are not limited to, the following:
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Former Fort Ord, Seaside, CA April 17, 2025
Hazardous Materials Survey Report - Phase 1B Project No. 251283001 - 8 -
CCR, Title 8, Chapter 3.2, Subchapter 2, Article 2.5 - Registration Asbestos-Related Work Sections 341.6 through 341.14
CCR, Title 8, Section 1529 - Asbestos in the Construction Industry MBARD Rule 424, National Emission Standards For Hazardous Air Pollutants (NESHAPS)
40 CFR Part 763 - Subpart E, Asbestos Containing Materials in Schools (AHERA) California Code of Regulations, Title 17, Section 93015 Prior to activities which will disturb identified or assumed asbestos, a Cal/OSHA registered and California licensed asbestos contractor must be utilized for abatement of asbestos that will be impacted. Vista recommends that all abatement operations be conducted under the direction of a California Certified Asbestos Consultant.
Should the removal of identified regulated asbestos-containing materials (RACM) involve at least 160 square feet or 260 linear feet, then notification to the Monterey Bay Air Resources District (MBARD) and Cal/OSHA must be accomplished prior to the initiation of such activities.
Materials encountered in the buildings that are not part of this report must be properly sampled for the content of asbestos or assumed to be asbestos containing prior to any disturbance.
4.2 Lead
The results of the survey indicate that lead-based paint and materials and lead-containing paints are present at the Project Site.
At present there is no state or federal regulation requiring mandatory lead removal or abatement prior to disturbance of building materials with identified lead paint or coatings. However, there are applicable Cal/OSHA worker protection and training requirements, Cal/EPA waste disposal requirements, CDPH requirements for public and residential buildings, and SB 460 lead hazard regulations that apply to lead-related construction activities, abatement activities and their associated wastes. The following is a brief discussion and summary of applicable regulatory requirements:
♦ Cal/OSHA: Title 8, California Code of Regulation (CCR), Section 1532.1 (8 CCR 1532.1) governs occupational exposure to lead. This regulation requires that prior to initiation of certain activities, referred to as “trigger tasks”, workers must be trained, medically evaluated, and properly fitted with respiratory protection and protective clothing until statistically reliable Packet Page 575
Former Fort Ord, Seaside, CA April 17, 2025
Hazardous Materials Survey Report - Phase 1B Project No. 251283001 - 9 -
personal eight-hour time weighted average (TWA) results indicate lead exposure levels below the Personal Exposure Limit (PEL) for each unique task which disturbs lead-based and leadcontaining coatings. This process is known as a Negative Exposure Assessment or NEA.
If the result of the exposure assessment is above the Action Level (AL) additional monitoring is required and if the result is above the PEL additional exposure monitoring, worker protection (including respirator protection and PPE), training and medical requirements apply. However even where the NEA criteria is met, certain hazard communication training and work practice controls still apply where lead is disturbed. “Trigger tasks” are tasks that are assumed to exceed the PEL pending an exposure assessment and they encompass the majority of construction activities that disturb surface coatings. Examples of “trigger” tasks range from manual paint scraping as a lower expected exposure up to hot work and abrasive blasting as the highest expected exposures, and include any non-listed task that the employer determines may potentially expose employees to lead levels above the AL. “OSHA does not consider any method that relies solely on the analysis of bulk materials or surface content of lead (or other toxic material) to be acceptable for safely predicting employee exposure to airborne contaminates.
Without air monitoring results or without the benefit of historical or objective data (including air sampling which clearly demonstrates that the employee can not be exposed above the action level during any process, operation, or activity) the analysis of bulk or surface samples can not be used to determine employee exposure.”- OSHA Standard Interpretation May 8, 2000.
OSHA states that these rules apply to “any detectable concentration of lead” without a specified detection level. Due to the Consumer Product Safety Commission currently allowing paint to contain up to 90 parts per million (ppm) or 0.009 wt% of lead, the variation of lead content due to aging and weathering, and the variation of detection limits associated with analysis of bulk materials, such as paint chips and surface content analysis via XRF, it is recommended that all painted or coated surfaces be treated as potentially containing lead. Positive analytical results by either method can be used to indicate that detectable lead is present but negative results cannot be interpreted as conclusively demonstrating the absence of lead.
Analytical data from analysis of bulk materials or surface content of lead can be helpful in evaluation of lead-related environmental risks in general but cannot be used to calculate worker exposures and are not a substitute for employee exposure monitoring. As a result, any employee that works around potential lead-based or lead-containing coatings must have HAZCOM training and personal exposure air monitoring is additionally required for employees that disturb such Packet Page 576
Former Fort Ord, Seaside, CA April 17, 2025
Hazardous Materials Survey Report - Phase 1B Project No. 251283001 - 10 -
coatings. Significant additional certification, notification, and work practices are required for materials found to be lead-based.
Any welding, cutting or heating of metal surfaces containing surface coatings should be conducted in accordance with 29 CFR 1926.354 and 8 CCR 1537. These regulations require surfaces covered with toxic preservatives, and in enclosed areas, be stripped of all toxic coatings for a distance of at least 4 inches, in all directions, from the area of heat application prior to the initiation of such heat application.
♦ Cal/EPA through the Division of Toxic Substance Control (DTSC) regulates disposal of lead hazardous waste (22 CCR Division 4.5, Minimum Standards for Management of Hazardous and Extremely Hazardous Wastes). DTSC has issued guidance indicating that architectural debris with intact lead paint is normally expected to be handled as general construction waste.
However, waste stream segregation and analysis is still required for all lead painted or coated debris regardless of if the paint or coating is intact on a building component or not. The resulting wastes may be hazardous under California and federal RCRA standards for lead and therefore require proper handling, packaging, labeling, and transportation under a proper manifest to a permitted hazardous waste storage, treatment and disposal facility. ♦ CDPH: The Department of Public Health (CDPH) has specific requirements (Title 17 Sections 35001 thru 36100 et. al.) for hazard assessment and work in public or residential structures in regards to lead-based paint. These regulations require special certifications, work practices, and notification for such activities.
♦ Senate Bill 460 (SB 460): An act to amend Section 1941.1 of the Civil Code, and to amend Sections 17961, 17980, and 124130 of, and to add Sections 17920.10, 105251, 105252, 105253, 105254, 105255, 105256, and 105257 to, the Health and Safety Code, relating to lead abatement.
This bill allows for fines and criminal penalties to be levied on any person who is found to have performed lead abatement without containment or created a measurable “lead hazard” based upon current CDPH standards. A “lead hazard” means deteriorated lead-based paint, lead contaminated dust, lead contaminated soil, disturbing lead-based paint or presumed lead-based paint without containment, or any other nuisance which may result in persistent and quantifiable lead exposure.
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Former Fort Ord, Seaside, CA April 17, 2025
Hazardous Materials Survey Report - Phase 1B Project No. 251283001 - 11 -
Vista recommends that all parties coming into contact with paint that has detectable lead content follow all applicable federal, state and local regulations relating to employee health and safety and proper disposal of generated wastes.
4.3 Other Hazardous Materials
The results of the survey indicate that other hazardous materials are present at the Project Site.
All potential and identified Universal Waste materials (UW) impacted by the work should be removed and recycled or disposed of in accordance with the UW guidelines established by the DTSC, as stated in 22 CCR Sections 66261.9 and 66273.1 thru 66273.90.
Vista’s limited visual survey indicated that light fixtures with ballasts that may contain PCB oil are present. However, due to the limited nature of the random spot checks, Vista recommends that all ballasts be visually inspected prior to disposal to determine if they contain PCB’s. Those ballasts marked No PCB’s or PCB Free can be considered as such as should be treated as UW - electronic waste.
Devices containing ozone depleting chemicals, chemically treated wood, low-level radiation, and halon should be collected, waste characterized, disposed or recycled according to California rules and regulations.
All personnel who perform hazardous materials work must be trained and qualified to do so.
They must also follow the most current OSHA regulations including 29 CFR 1910.120 and 8 CCR 5192, Hazardous Waste Operations and Emergency Response, as well as other applicable federal, state and local laws and regulations. All biological contamination removal and clean up related work shall be conducted in accordance with the all applicable Federal, State, and Local regulations.
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Former Fort Ord, Seaside, CA April 17, 2025
Hazardous Materials Survey Report - Phase 1B Project No. 251283001 - 12 -
4.4 Waste Characterization Estimate
Waste stream segregation and analysis is required in accordance with 22 CCR Division 4.5, Minimum Standards for Management of Hazardous and Extremely Hazardous Wastes for all paint or coating debris regardless of if the paint or coating is intact. The resulting wastes may be hazardous under California and federal RCRA standards for lead and/or other metals and therefore require proper handling, packaging, labeling, and transportation under a proper manifest to a permitted hazardous waste storage, treatment and disposal facility.
The waste characterization estimate data found in this report are estimates only and cannot be used in place of waste characterization sampling after the buildings are demolished and the waste streams are segregated. Further, all surface preparation, paint removal wastes, and paint debris on the ground must be considered RCRA Class I hazardous wastes unless sampling proves otherwise.
5.0 LIMITATIONS & EXCLUSIONS
Quantities and locations are based upon areas that were accessed. Materials similar those in this report may be present in areas which were not accessed. Because of this Vista recommends including line item pricing, allowances, and/or additive/deductive wording to bid sheets for unforeseen conditions.
All material quantities reported herein are rough order of magnitude estimates and should not be used for bidding purposes. Contractors are responsible for accurately determining quantities and locations of materials identified. It is the sole responsibility of the contractor to verify quantities and locations of hazardous materials in the path of construction through site visits and contractual bid set documents, including, but not limited to all specifications, drawings, and addenda. Any discrepancies between the contractual bid set documentation and site visits must be submitted in writing to the Owner or Owner’s representative, PRIOR to bidding.
Packet Page 579
Former Fort Ord, Seaside, CA April 17, 2025
Hazardous Materials Survey Report - Phase 1B Project No. 251283001 - 13 -
Respectfully Submitted,
Vista Environmental Consulting
Reviewed and Approved
Christopher R. Burns Charles R. Bove
Senior Project Manager Principal
CAC #92-0224 CAC #92-0160
LRCIA #6938
Packet Page 580
FIGURE 1
SITE PLAN
Packet Page 581
SITE PLAN 1 CITY OF SEASIDE
FORMER FORT ORD - PHASE 1B
AREA 4
AREA 2
AREA 3
AREA 10
AREA 7
AREA 6
AREA 8
AREA 5
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ASBESTOS DATA KEY
Packet Page 583
Bulk Sample Log showing Building # (5) Homo. ID (“A”) and sample # (01) Sample Analysis (Bulk & Point Count) showing Building # (5) Homo. ID (“A”) and sample # (01) Asbestos Summary for Building 5, Showing Homogenous ID “A”
Packet Page 584
Sample Location Drawing for Building 5 –
Tag (A01) Combines Homogeneous ID (A) and Sample # (01) Material Location Drawing for Building 5
Bubble identifies location of Homogeneous Material by ID # (A) .
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APPENDIX A
AREA DATA
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1 CITY OF SEASIDE
FORMER FORT ORD - PHASE I
AREA 2: BUILDING 4403A
ASBESTOS SAMPLING LOCATIONS
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Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
Vista Environmental Consultants Client ID: L1161
Project Manager Report Number: B317001
2984 Teagarden St. Date Received:
Date Analyzed: 04/26/21
San Leandro, CA 94577 Date Printed: 04/26/21
First Reported:
Job ID/Site: 211283001 - City of Seaside, Seaside (Building-4403A) SGSFL Job ID: L1161 Date(s) Collected: 04/21/2021
Total Samples Submitted: 4
Total Samples Analyzed: 4
04/23/21
04/26/21
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
4403A-A-01 12414096
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) 4403A-A-02 12414097
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) 4403A-B-01 12414098
Layer: Black Tar ND
Layer: Black Felt ND
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (40 %) Fibrous Glass (15 %)
4403A-B-02 12414099
Layer: Black Tar ND
Layer: Black Felt ND
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (40 %) Fibrous Glass (15 %)
Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested.
Supporting laboratory documentationis available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.
Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.
Tad Thrower, Laboratory Supervisor, Hayward Laboratory
1 of 1
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 591
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AREA 2: HARDSCAPE
HAZARDOUS MATERIALS SUMMARY
Asbestos
No asbestos was detected in the 9 samples collected and analyzed.
Subsurface asbestos cement piping is assumed throughout the area.
Lead Paint and Materials
No lead was detected in the 1 XRF reading taken.
Lead Waste Characterization Estimate
No waste characterization sampling was performed on the hardscape.
Other Hazardous Materials
No other hazardous materials were identified.
Packet Page 595
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CITY OF SEASIDE
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AREA 2: HARDSCAPE
ASBESTOS SAMPLING LOCATIONS
OO01 NN02 NN01 MM03 OO02 MM01
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Packet Page 597
Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
Vista Environmental Consultants Client ID: L1161
Project Manager Report Number: B317309
2984 Teagarden St. Date Received:
Date Analyzed: 05/03/21
San Leandro, CA 94577 Date Printed: 05/03/21
First Reported:
Job ID/Site: 211283001 - City of Seaside, Seaside (4400) SGSFL Job ID: L1161 Date(s) Collected: 04/29/2021
Total Samples Submitted: 9
Total Samples Analyzed: 9
04/30/21
05/03/21
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
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Type Type Layer Layer
4400-MM01 12416943
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4400-MM02 12416944
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4400-MM03 12416945
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4400-NN01 12416946
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4400-NN02 12416947
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4400-OO01 12416948
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4400-OO02 12416949
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
1 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 598
Report Number: B317309
Client Name: Vista Environmental Consultants Date Printed: 05/03/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
4400-PP01 12416950
Layer: Grey Cementitious Material ND
Layer: Grey Mortar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4400-PP02 12416951
Layer: Grey Cementitious Material ND
Layer: Grey Mortar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested.
Supporting laboratory documentationis available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.
Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.
Tad Thrower, Laboratory Supervisor, Hayward Laboratory
2 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 599
Packet Page 600
City of Seaside
Area 2 Hardscape (Partial)
XRF Sequential Report
READING
NO. BUILDING ROOM COMPONENT SUBSTRATE COLOR CONDITION RESULTS PbC UNITS 210 SHUTTER_CAL 1.9 cps211 CALIBRATE Positive 1.1 mg/cm2212 CALIBRATE Positive 1.1 mg/cm2213 CALIBRATE Positive 1.1 mg/cm2309 2 OUTSIDE FLOOR STRIPE ASPHALT WHITE DETERIORATED Negative 0 mg/cm2313 CALIBRATE Positive 1.1 mg/cm2314 CALIBRATE Positive 1.1 mg/cm2316 CALIBRATE Positive 1.2 mg/cm2 This data is a screening of lead levels and provides results that are generally representative of typical conditions, but are not inclusive of all painted/coated surfaces at the Project Site. 1 Packet Page 601
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CITY OF SEASIDE
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3 CITY OF SEASIDE
FORMER FORT ORD - PHASE I ASBESTOS MATERIAL LOCATIONS
AREA 3: BUILDING 4405 ROOF
LEGEND
AA
Packet Page 609
AREA 3: BUILDING 4405 AND HARDSCAPE
PHOTO DOCUMENTATION
AAͲAsbestos Roof MasticLeadͲBased Ceramic Tile Packet Page 610
Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
Vista Environmental Consultants Client ID: L1161
Project Manager Report Number: B316998
2984 Teagarden St. Date Received:
Date Analyzed: 04/26/21
San Leandro, CA 94577 Date Printed: 04/26/21
First Reported:
Job ID/Site: 211283001 - City of Seaside, Seaside (Building-4405) SGSFL Job ID: L1161 Date(s) Collected: 04/23/2021
Total Samples Submitted: 53
Total Samples Analyzed: 53
04/23/21
04/26/21
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
4405-A-01 12413997
Layer: Grey Mortar ND
Layer: Grey Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-A-02 12413998
Layer: Grey Mortar ND
Layer: Grey Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-B-01 12413999
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-B-02 12414000
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-C-01 12414001
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-C-02 12414002
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-D-01 12414003
Layer: Red Cementitious Material ND
Layer: Grey Mortar ND
Layer: Grey Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
1 of 7
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 611
Report Number: B316998
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
4405-D-02 12414004
Layer: Red Cementitious Material ND
Layer: Grey Mortar ND
Layer: Grey Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-E-01 12414005
Layer: Tan Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-E-02 12414006
Layer: Tan Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-F-01 12414007
Layer: Black Non-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-F-02 12414008
Layer: Black Non-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-G-01 12414009
Layer: Yellow Fibrous Material ND
Layer: White Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (10 %) Fibrous Glass (90 %)
4405-G-02 12414010
Layer: Yellow Fibrous Material ND
Layer: White Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (10 %) Fibrous Glass (90 %)
4405-H-01 12414011
Layer: White Drywall ND
Layer: White Joint Compound ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (10 %)
2 of 7
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 612
Report Number: B316998
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
4405-I-01 12414012
Layer: Grey Mortar ND
Layer: Grey Grout ND
Layer: Yellow Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-I-02 12414013
Layer: Grey Mortar ND
Layer: Grey Grout ND
Layer: Yellow Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-J-01 12414014
Layer: White Mortar ND
Layer: White Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-J-02 12414015
Layer: White Mortar ND
Layer: White Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-K-01 12414016
Layer: Grey Mortar ND
Layer: White Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-K-02 12414017
Layer: Grey Mortar ND
Layer: White Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-L-01 12414018
Layer: White Drywall ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (10 %)
4405-L-02 12414019
Layer: White Drywall ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (10 %)
3 of 7
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 613
Report Number: B316998
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
4405-M-01 12414020
Layer: Beige Semi-Fibrous Material ND
Layer: White Non-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (25 %) Fibrous Glass (5 %)
4405-N-01 12414021
Layer: Grey Mortar ND
Layer: White Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-N-02 12414022
Layer: Grey Mortar ND
Layer: White Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-O-01 12414023
Layer: White Drywall ND
Layer: White Joint Compound ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (10 %)
4405-O-02 12414024
Layer: White Drywall ND
Layer: White Joint Compound ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (10 %)
4405-P-01 12414025
Layer: Grey Non-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-P-02 12414026
Layer: Grey Non-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-Q-01 12414027
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (90 %)
4405-Q-02 12414028
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (90 %)
4 of 7
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 614
Report Number: B316998
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
4405-R-01 12414029
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (90 %)
4405-R-02 12414030
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (90 %)
4405-S-01 12414031
Layer: Black Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-S-02 12414032
Layer: Black Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-T-01 12414033
Layer: Grey Non-Fibrous Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-U-01 12414034
Layer: Yellow Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-U-02 12414035
Layer: Yellow Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-V-01 12414036
Layer: White Non-Fibrous Material ND
Layer: Yellow Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-V-02 12414037
Layer: White Non-Fibrous Material ND
Layer: Yellow Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5 of 7
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 615
Report Number: B316998
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
4405-W-01 12414038
Layer: Grey Non-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-X-01 12414039
Layer: Brown Drywall ND
Layer: White Joint Compound ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (10 %)
4405-Y-01 12414040
Layer: Black Tar ND
Layer: Black Felt ND
Layer: Black Tar ND
Layer: Black Felt ND
Layer: Black Tar ND
Layer: Black Felt ND
Layer: Black Tar ND
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (2 %) Fibrous Glass (40 %)
Comment: Bulk complex sample.
4405-Y-02 12414041
Layer: Black Tar ND
Layer: Black Felt ND
Layer: Black Tar ND
Layer: Black Felt ND
Layer: Black Tar ND
Layer: Black Felt ND
Layer: Black Tar ND
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (2 %) Fibrous Glass (40 %)
Comment: Bulk complex sample.
4405-Z-01 12414042
Layer: White Roof Shingle ND
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (30 %) Fibrous Glass (25 %)
4405-Z-02 12414043
Layer: White Roof Shingle ND
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (30 %) Fibrous Glass (25 %)
6 of 7
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 616
Report Number: B316998
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
4405-AA-01 12414044
Layer: Black Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %)
4405-AA-02 12414045
Layer: Grey Mastic Chrysotile 10 %
Total Composite Values of Fibrous Components: Asbestos (10%) Cellulose (Trace)
4405-BB-01 12414046
Layer: Black Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (10 %)
4405-CC-01 12414047
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (90 %)
4405-CC-02 12414048
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (90 %)
4405-DD-01 12414049
Layer: White Roof Shingle ND
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (2 %) Fibrous Glass (50 %)
Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested.
Supporting laboratory documentationis available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.
Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.
Tad Thrower, Laboratory Supervisor, Hayward Laboratory
7 of 7
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 617
Packet Page 618
Packet Page 619
Packet Page 620
Packet Page 621
Packet Page 622
Packet Page 623
Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
Vista Environmental Consultants Client ID: L1161
Project Manager Report Number: B317332
2984 Teagarden St. Date Received:
Date Analyzed: 05/03/21
San Leandro, CA 94577 Date Printed: 05/03/21
First Reported:
Job ID/Site: 211283001 - City of Seaside, Seaside (4405) SGSFL Job ID: L1161 Date(s) Collected: 04/28/2021
Total Samples Submitted: 6
Total Samples Analyzed: 6
04/30/21
05/03/21
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
4405-EE-01 12417130
Layer: Grey Cementitious Material ND
Layer: Grey Mortar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-FF-01 12417131
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-FF-02 12417132
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-FF-03 12417133
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-GG-01 12417134
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4405-GG-02 12417135
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
1 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 624
Report Number: B317332
Client Name: Vista Environmental Consultants Date Printed: 05/03/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested.
Supporting laboratory documentationis available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.
Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.
Tad Thrower, Laboratory Supervisor, Hayward Laboratory
2 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 625
Packet Page 626
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Metals Analysis of Bulks - TTLC
Client ID:
Report Number:
Date Received:
M233610
Job ID / Site: 211283001 - City of Seaside- Former Fort Ord, 4405 Vista Environmental Consultants L1161
SGSFL Job ID:
Date Analyzed:
L1161
Project Manager
San Leandro, CA 94577
2984 Teagarden St.
Date Printed: 05/04/21
05/04/21
First Reported: 05/04/21
05/03/21
Final Report
(AIHA-LAP, LLC Accreditation, Lab ID #101762)
Date(s) Collected: 04/30/21 Total Samples Submitted:
Total Samples Analyzed:
1 1
Sample Number Lab Number Result
Result Reporting Method
Analyte Units Limit* Reference
4405-PBW-01 30887939 mg/kg 7 Pb 19 EPA 3050B/7000B
Analytical results and reports are generated by SGS Forensic Laboratories at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGS Forensic Laboratories to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGS Forensic Laboratories. The client is solely responsible for the use and interpretation of test results and reports requested from SGS Forensic Laboratories. SGS Forensic Laboratories is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Any modifications that have been made to referenced test methods are documented in SGS Forensic Laboratories' Standard Operating Procedures Manual. Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise noted.
Note* Sampling data used in this report was provided by the client as noted on the associated chain of custody form. * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results.
Kevin Poon, Laboratory Analyst, Hayward Laboratory
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 1 of 1
Packet Page 629
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1 AREA 4A, 4B AND 4C
SAMPLE LOCATION DRAWING
AREA(4A)
AREA(4B)
AREA(4C)
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A03
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CITY OF SEASIDE
FORMER OLD FORT ORD PHASE-2
Packet Page 635
Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
Vista Environmental Consultants Client ID: L1161
Project Manager Report Number: B317317
2984 Teagarden St. Date Received:
Date Analyzed: 05/03/21
San Leandro, CA 94577 Date Printed: 05/03/21
First Reported:
Job ID/Site: 211283001 - City of Seaside, Seaside (4A) SGSFL Job ID: L1161 Date(s) Collected: 04/28/2021
Total Samples Submitted: 7
Total Samples Analyzed: 7
04/30/21
05/03/21
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
4A-A01 12416992
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4A-A02 12416993
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4A-A03 12416994
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4A-B01 12416995
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4A-B02 12416996
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4A-C01 12416997
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4A-C02 12416998
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
1 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 636
Report Number: B317317
Client Name: Vista Environmental Consultants Date Printed: 05/03/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested.
Supporting laboratory documentationis available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.
Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.
Tad Thrower, Laboratory Supervisor, Hayward Laboratory
2 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 637
Packet Page 638
Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
Vista Environmental Consultants Client ID: L1161
Project Manager Report Number: B317328
2984 Teagarden St. Date Received:
Date Analyzed: 05/03/21
San Leandro, CA 94577 Date Printed: 05/03/21
First Reported:
Job ID/Site: 211283001 - City of Seaside, Seaside (4B) SGSFL Job ID: L1161 Date(s) Collected: 04/02/2021
Total Samples Submitted: 5
Total Samples Analyzed: 5
04/30/21
05/03/21
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
4B-A-01 12417104
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4B-A-02 12417105
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4B-A-03 12417106
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4B-B-01 12417107
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4B-B-02 12417108
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested.
Supporting laboratory documentationis available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.
Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.
Tad Thrower, Laboratory Supervisor, Hayward Laboratory
1 of 1
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 639
Packet Page 640
Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
Vista Environmental Consultants Client ID: L1161
Project Manager Report Number: B317331
2984 Teagarden St. Date Received:
Date Analyzed: 05/03/21
San Leandro, CA 94577 Date Printed: 05/03/21
First Reported:
Job ID/Site: 211283001 - City of Seaside, Seaside (4C) SGSFL Job ID: L1161 Date(s) Collected: 04/28/2021
Total Samples Submitted: 6
Total Samples Analyzed: 6
04/30/21
05/03/21
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
4C-A-01 12417124
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4C-A-02 12417125
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4C-A-03 12417126
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4C-B-01 12417127
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4C-B-02 12417128
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4C-C-01 12417129
Layer: Black Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (10 %)
Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested.
Supporting laboratory documentationis available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.
Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.
Tad Thrower, Laboratory Supervisor, Hayward Laboratory
1 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 641
Report Number: B317331
Client Name: Vista Environmental Consultants Date Printed: 05/03/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
2 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 642
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CITY OF SEASIDE
FORMER FORT ORD - PHASE I
AREA 5: BUILDING
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Packet Page 653
CITY OF SEASIDE
FORMER FORT ORD - PHASE I ASBESTOS SAMPLING LOCATIONS
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3 CITY OF SEASIDE
FORMER FORT ORD - PHASE I ASBESTOS MATERIAL LOCATIONS
AREA 5: BUILDING
D
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Packet Page 655
4 CITY OF SEASIDE
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Packet Page 656
AREA 5: BUILDING AND HARDSCAPE
PHOTO DOCUMENTATION
AͲAsbestos Wallboard/Joint Compound DͲAsbestos Floor Tile & Mastic (under Altar) EͲAsbestos Black Mastic (Under Carpeting)EͲAsbestos Black Mastic (Under Ceramic) I & ZͲAsbestos Black Mastic (KitcheŶ) CCͲAsbestos White Interior Door Frame Sealant Packet Page 657
AREA 5: BUILDING AND HARDSCAPE
PHOTO DOCUMENTATION
DDͲAsbestos Black Flue Sealant (Basement) Packet Page 658
Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
Vista Environmental Consultants Client ID: L1161
Project Manager Report Number: B317005
2984 Teagarden St. Date Received:
Date Analyzed: 04/26/21
San Leandro, CA 94577 Date Printed: 04/26/21
First Reported:
Job ID/Site: 211283001 - City of Seaside, Seaside (Building-5) SGSFL Job ID: L1161 Date(s) Collected: 04/22/2021
Total Samples Submitted: 67
Total Samples Analyzed: 67
04/23/21
04/26/21
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
5-A01 12414102
Layer: White Drywall ND
Layer: White Joint Compound Chrysotile Trace
Total Composite Values of Fibrous Components: Asbestos (Trace) Cellulose (20 %)
5-A02 12414103
Layer: White Drywall ND
Layer: White Joint Compound Chrysotile 2 %
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (Trace) Cellulose (20 %)
5-B01 12414104
Layer: Grey Cementitious Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-B02 12414105
Layer: Grey Mortar ND
Layer: Grey Cementitious Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-C01 12414106
Layer: White Ceramic Tile ND
Layer: Grey Non-Fibrous Material ND
Layer: Tan Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) 5-C02 12414107
Layer: Grey Non-Fibrous Material ND
Layer: Tan Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) 1 of 10
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 659
Report Number: B317005
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
5-D01 12414108
Layer: Green Tile Chrysotile 2 %
Layer: Black Mastic Chrysotile 5 %
Total Composite Values of Fibrous Components: Asbestos (2%) Cellulose (Trace)
5-D02 12414109
Layer: Green Tile Chrysotile 2 %
Layer: Black Mastic Chrysotile 5 %
Total Composite Values of Fibrous Components: Asbestos (2%) Cellulose (Trace)
5-E01 12414110
Layer: Tan/Black Mastic Chrysotile 2 %
Total Composite Values of Fibrous Components: Asbestos (2%) 5-E02 12414111
Layer: Tan/Black Mastic Chrysotile 2 %
Total Composite Values of Fibrous Components: Asbestos (2%) 5-F01 12414112
Layer: Grey Mortar ND
Layer: Tan Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) 5-F02 12414113
Layer: Grey Mortar ND
Layer: Tan Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) 5-G01 12414114
Layer: White Drywall ND
Layer: White Joint Compound ND
Layer: White Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %)
5-G02 12414115
Layer: White Drywall ND
Layer: White Joint Compound ND
Layer: White Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %)
2 of 10
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 660
Report Number: B317005
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
5-H01 12414116
Layer: White Drywall ND
Layer: White Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %)
5-H02 12414117
Layer: White Drywall ND
Layer: White Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %)
5-H03 12414118
Layer: White Drywall ND
Layer: White Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %)
5-I01 12414119
Layer: Brown Tile ND
Layer: Yellow Mastic ND
Layer: Black Mastic Chrysotile 5 %
Total Composite Values of Fibrous Components: Asbestos (Trace) Cellulose (Trace)
5-I02 12414120
Layer: Brown Tile ND
Layer: Yellow Mastic ND
Layer: Black Mastic Chrysotile 5 %
Total Composite Values of Fibrous Components: Asbestos (Trace) Cellulose (Trace)
5-J01 12414121
Layer: Purple Tile ND
Layer: Tan Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-K01 12414122
Layer: White Mortar ND
Layer: Tan Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) 3 of 10
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 661
Report Number: B317005
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
5-K02 12414123
Layer: White Mortar ND
Layer: Tan Grout ND
Total Composite Values of Fibrous Components: Asbestos (ND) 5-L01 12414124
Layer: White Drywall ND
Layer: White Joint Compound ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (10 %)
5-L02 12414125
Layer: White Drywall ND
Layer: White Joint Compound ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (10 %)
5-M01 12414126
Layer: White Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %)
5-M02 12414127
Layer: White Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-M03 12414128
Layer: White Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-N01 12414129
Layer: Grey Cementitious Material ND
Layer: Tan Cementitious Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
4 of 10
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 662
Report Number: B317005
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
5-N02 12414130
Layer: Grey Cementitious Material ND
Layer: Tan Cementitious Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-O01 12414131
Layer: Grey Cementitious Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-O02 12414132
Layer: Grey Cementitious Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-P01 12414133
Layer: Tan Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-P02 12414134
Layer: Tan Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-P03 12414135
Layer: Tan Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-P04 12414136
Layer: Tan Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-P05 12414137
Layer: Tan Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5 of 10
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 663
Report Number: B317005
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
5-P06 12414138
Layer: Tan Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-P07 12414139
Layer: Tan Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-Q01 12414140
Layer: Black Non-Fibrous Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-Q02 12414141
Layer: Black Non-Fibrous Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-R01 12414142
Layer: Grey Non-Fibrous Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-R02 12414143
Layer: Grey Non-Fibrous Material Chrysotile 2 %
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (2%) Cellulose (Trace)
5-S01 12414144
Layer: Tan Non-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) 5-T01 12414145
Layer: White Non-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) 5-U01 12414146
Layer: White Non-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) 6 of 10
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 664
Report Number: B317005
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
5-U02 12414147
Layer: White Non-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) 5-V01 12414148
Layer: Grey Mortar ND
Layer: Beige Cementitious Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-V02 12414149
Layer: Grey Mortar ND
Layer: Beige Cementitious Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-W01 12414150
Layer: Beige Ceramic Tile ND
Layer: Grey Non-Fibrous Material ND
Layer: Yellow Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) 5-X01 12414151
Layer: Yellow Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) 5-X02 12414152
Layer: Yellow Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) 5-Y01 12414153
Layer: White Non-Fibrous Material ND
Layer: Clear Mastic ND
Layer: White Non-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) 7 of 10
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 665
Report Number: B317005
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
5-Z01 12414154
Layer: Beige Sheet Flooring ND
Layer: Fibrous Backing ND
Layer: White Mastic ND
Layer: Grey Non-Fibrous Material ND
Layer: Black Mastic Chrysotile 5 %
Total Composite Values of Fibrous Components: Asbestos (Trace) Cellulose (5 %) Fibrous Glass (5 %)
5-Z02 12414155
Layer: Beige Sheet Flooring ND
Layer: Fibrous Backing ND
Layer: White Mastic ND
Layer: Grey Non-Fibrous Material ND
Layer: Black Mastic Chrysotile 5 %
Total Composite Values of Fibrous Components: Asbestos (Trace) Cellulose (5 %) Fibrous Glass (5 %)
5-AA01 12414156
Layer: White Mastic ND
Layer: Tan Fibrous Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (90 %)
5-BB01 12414157
Layer: Yellow Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) 5-CC01 12414158
Layer: Grey Semi-Fibrous Material Chrysotile 10 %
Total Composite Values of Fibrous Components: Asbestos (10%) 5-CC02 12414159
Layer: Grey Semi-Fibrous Material Chrysotile 10 %
Total Composite Values of Fibrous Components: Asbestos (10%) 5-DD01 12414160
Layer: Black Fibrous Material Chrysotile 80 %
Total Composite Values of Fibrous Components: Asbestos (80%) 8 of 10
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 666
Report Number: B317005
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
5-EE01 12414161
Layer: White Fibrous Material ND
Layer: Tan Mastic ND
Layer: Foil ND
Layer: Black Non-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (10 %)
5-EE02 12414162
Layer: White Fibrous Material ND
Layer: Tan Mastic ND
Layer: Foil ND
Layer: Black Non-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (10 %)
5-FF01 12414163
Layer: White Semi-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (80 %)
5-FF02 12414164
Layer: White Semi-Fibrous Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (80 %)
5-GG01 12414165
Layer: Stones ND
Layer: Black Tar ND
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (5 %) Fibrous Glass (5 %)
5-GG02 12414166
Layer: Stones ND
Layer: Black Tar ND
Layer: Black Felt ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (5 %) Fibrous Glass (5 %)
5-HH01 12414167
Layer: Black Semi-Fibrous Material Chrysotile 5 %
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (5%) Cellulose (Trace)
9 of 10
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 667
Report Number: B317005
Client Name: Vista Environmental Consultants Date Printed: 04/26/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
5-HH02 12414168
Layer: Black Semi-Fibrous Material Chrysotile 5 %
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (5%) Cellulose (Trace)
Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested.
Supporting laboratory documentationis available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.
Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.
Tad Thrower, Laboratory Supervisor, Hayward Laboratory
10 of 10
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 668
Final Report
Bulk Asbestos Point Count Analysis
(NESHAP Final Rule, 40 CFR, Part 61)
Vista Environmental Consultants
2984 Teagarden St.
Project Manager
San Leandro, CA 94577
Client ID:
Report Number:
Date Received:
Date Printed:
Date Analyzed:
N013878
L1161
04/29/21
04/29/21
Job ID/Site: 211283001 - City of Seaside, Seaside (Building-5) L1161 SGSFL Job ID:
04/27/21
Total Samples Submitted:
Total Samples Analyzed:
2 PLM Report Number:B317005 2
Sample Preparation and Analysis:
The NESHAP Final Rule does not define the preparation method for multi-layered samples. In order to determine the composite quantity of asbestos, the volume percent of each layer is determined, the asbestos containing layers are analyzed by point counting and the composite quantity of asbestos is calculated. The NESHAP Final Rule can not be applied to matrices that dissolve in refractive index liquid. This includes tar, mastic or adhesive typically found on the back of floor tiles. According to the NESHAP Final Rule, point count data is only necessary when the visual estimate of asbestos is below 10%.
Sample ID Layer Description Lab Number
5-A01 12414102 Composite of ALL Layers
White Drywall
White Joint Compound
Asbestos type(s) detected: Chrysotile
< 1
100
Number of asbestos points counted:
Number of non-empty points: 400
0 Percent asbestos in layer:
Layer percentage of entire sample:
Point Count Results:
Comment: Asbestos was detected but no points were counted due to counting criteria. Therefore quantitation deemed to be < 1%. 5-A02 12414103 Composite of ALL Layers
White Drywall
White Joint Compound
Paint
Asbestos type(s) detected: Chrysotile
< 1
100
Number of asbestos points counted:
Number of non-empty points: 400
0 Percent asbestos in layer:
Layer percentage of entire sample:
Point Count Results:
Comment: Asbestos was detected but no points were counted due to counting criteria. Therefore quantitation deemed to be < 1%. 1 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: ( Packet Page 669
510) 887-42
Final Report
Bulk Asbestos Point Count Analysis
(NESHAP Final Rule, 40 CFR, Part 61)
Vista Environmental Consultants
2984 Teagarden St.
Project Manager
San Leandro, CA 94577
Client ID:
Report Number:
Date Received:
Date Printed:
Date Analyzed:
N013878
L1161
04/29/21
04/29/21
Job ID/Site: 211283001 - City of Seaside, Seaside (Building-5) L1161 SGSFL Job ID:
04/27/21
Total Samples Submitted:
Total Samples Analyzed:
2 PLM Report Number:B317005 2
Sample Preparation and Analysis:
The NESHAP Final Rule does not define the preparation method for multi-layered samples. In order to determine the composite quantity of asbestos, the volume percent of each layer is determined, the asbestos containing layers are analyzed by point counting and the composite quantity of asbestos is calculated. The NESHAP Final Rule can not be applied to matrices that dissolve in refractive index liquid. This includes tar, mastic or adhesive typically found on the back of floor tiles. According to the NESHAP Final Rule, point count data is only necessary when the visual estimate of asbestos is below 10%.
Sample ID Layer Description Lab Number
Note: Point count results are reported to the nearest percent per EPA method.
Tad Thrower, Laboratory Supervisor, Hayward Laboratory
Note: Limit of Quantification (LOQ) = 1%. Trace denotes the presence of asbestos below the LOQ. ND = None Detected. Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested.
Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted. 2 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: ( Packet Page 670
510) 887-42
Packet Page 671
Packet Page 672
Packet Page 673
Packet Page 674
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Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
Vista Environmental Consultants Client ID: L1161
Project Manager Report Number: B317310
2984 Teagarden St. Date Received:
Date Analyzed: 05/03/21
San Leandro, CA 94577 Date Printed: 05/03/21
First Reported:
Job ID/Site: 211283001 - City of Seaside, Seaside (5) SGSFL Job ID: L1161 Date(s) Collected: 04/29/2021
Total Samples Submitted: 13
Total Samples Analyzed: 13
04/30/21
05/03/21
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
5-KK01 12416952
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-KK02 12416953
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-KK03 12416954
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-LL01 12416955
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-LL02 12416956
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-M01 12416957
Layer: Black Mastic ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (10 %)
5-NN01 12416958
Layer: White Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
1 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 678
Report Number: B317310
Client Name: Vista Environmental Consultants Date Printed: 05/03/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
5-NN02 12416959
Layer: White Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-NN03 12416960
Layer: White Texture ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-OO01 12416961
Layer: Grey Mortar ND
Layer: Red Cementitious Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-OO02 12416962
Layer: Grey Mortar ND
Layer: Red Cementitious Material ND
Layer: Paint ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
5-II01 12416963
Layer: Stones ND
Layer: Black Semi-Fibrous Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Fibrous Glass (10 %)
5-JJ01 12416964
Layer: Grey Mastic Chrysotile 10 %
Layer: Stones ND
Layer: Black Semi-Fibrous Tar ND
Total Composite Values of Fibrous Components: Asbestos (9%) Cellulose (Trace) Fibrous Glass (2 %)
Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested.
Supporting laboratory documentationis available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.
Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.
Tad Thrower, Laboratory Supervisor, Hayward Laboratory
2 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 679
Packet Page 680
Packet Page 681
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Metals Analysis of Bulks - TTLC
Client ID:
Report Number:
Date Received:
M233611
Job ID / Site: 211283001 - City of Seaside- Former Fort Ord, 5 Vista Environmental Consultants L1161
SGSFL Job ID:
Date Analyzed:
L1161
Project Manager
San Leandro, CA 94577
2984 Teagarden St.
Date Printed: 05/04/21
05/04/21
First Reported: 05/04/21
05/03/21
Final Report
(AIHA-LAP, LLC Accreditation, Lab ID #101762)
Date(s) Collected: 04/29/21 Total Samples Submitted:
Total Samples Analyzed:
1 1
Sample Number Lab Number Result
Result Reporting Method
Analyte Units Limit* Reference
5-PBW-01 30887940 mg/kg 7 Pb 18 EPA 3050B/7000B
Analytical results and reports are generated by SGS Forensic Laboratories at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGS Forensic Laboratories to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGS Forensic Laboratories. The client is solely responsible for the use and interpretation of test results and reports requested from SGS Forensic Laboratories. SGS Forensic Laboratories is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Any modifications that have been made to referenced test methods are documented in SGS Forensic Laboratories' Standard Operating Procedures Manual. Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise noted.
Note* Sampling data used in this report was provided by the client as noted on the associated chain of custody form. * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results.
Kevin Poon, Laboratory Analyst, Hayward Laboratory
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 1 of 1
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1 CITY OF SEASIDE
FORMER FORT ORD PHASE - 2 SAMPLE LOCATION DRAWING
AREA ( 6 )
A02 B02
A03
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B01
A01
A03
A01
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AREA - 6A
AREA - 6B
Packet Page 691
Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
Vista Environmental Consultants Client ID: L1161
Project Manager Report Number: B317315
2984 Teagarden St. Date Received:
Date Analyzed: 04/30/21
San Leandro, CA 94577 Date Printed: 05/03/21
First Reported:
Job ID/Site: 211283001 - City of Seaside, Seaside (6A) SGSFL Job ID: L1161 Date(s) Collected: 04/29/2021
Total Samples Submitted: 5
Total Samples Analyzed: 5
04/30/21
05/03/21
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
6A-A01 12416982
Layer: Black Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
6A-A02 12416983
Layer: Black Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
6A-A03 12416984
Layer: Black Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
6A-B01 12416985
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
6A-B02 12416986
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested.
Supporting laboratory documentationis available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.
Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.
Tad Thrower, Laboratory Supervisor, Hayward Laboratory
1 of 1
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 692
Packet Page 693
Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
Vista Environmental Consultants Client ID: L1161
Project Manager Report Number: B317312
2984 Teagarden St. Date Received:
Date Analyzed: 05/03/21
San Leandro, CA 94577 Date Printed: 05/03/21
First Reported:
Job ID/Site: 211283001 - City of Seaside, Seaside (6B) SGSFL Job ID: L1161 Date(s) Collected: 04/29/2021
Total Samples Submitted: 5
Total Samples Analyzed: 5
04/30/21
05/03/21
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
6B-A01 12416971
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
6B-A02 12416972
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
6B-A03 12416973
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
6B-B01 12416974
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
6B-B02 12416975
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested.
Supporting laboratory documentationis available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.
Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.
Tad Thrower, Laboratory Supervisor, Hayward Laboratory
1 of 1
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 694
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1 CITY OF SEASIDE
FORMER FORT ORD PHASE - 2 SAMPLE LOCATION DRAWING
A03
C01
A01
B02
A02
B01
AREA - 7
AREA - 7
D03
F01
E01
D01
D02
Packet Page 701
CITY OF SEASIDE
FORMER FORT ORD PHASE - 2 SAMPLE LOCATION DRAWING
AREA - 7
2 D03
D02
E01
F01
D01
Packet Page 702
Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
Vista Environmental Consultants Client ID: L1161
Project Manager Report Number: B317314
2984 Teagarden St. Date Received:
Date Analyzed: 05/03/21
San Leandro, CA 94577 Date Printed: 05/03/21
First Reported:
Job ID/Site: 211283001 - City of Seaside, Seaside (7) SGSFL Job ID: L1161 Date(s) Collected: 04/28/2021
Total Samples Submitted: 6
Total Samples Analyzed: 6
04/30/21
05/03/21
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
7-A01 12416976
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
7-A02 12416977
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
7-A03 12416978
Layer: Black Cementitious Tar ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
7-B01 12416979
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
7-B02 12416980
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
7-C01 12416981
Layer: Grey Cementitious Material ND
Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace)
Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested.
Supporting laboratory documentationis available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.
Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.
Tad Thrower, Laboratory Supervisor, Hayward Laboratory
1 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 703
Report Number: B317314
Client Name: Vista Environmental Consultants Date Printed: 05/03/21 Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos Asbestos Percent in Percent in
Type Type Layer Layer
2 of 2
3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Packet Page 704
Packet Page 705
Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
Vista Environmental Consultants Client ID: L1161
Project Manager Report Number: B317909
2984 Teagarden St. Date Received: