Emeryville City Council
September 5, 2023

C A L I F O R N I A

M A I N T E N A N C E S E R V I C E S C O N T R A C T

F O R C I T Y U S E O N L Y
Contract No. CIP No.

Resolution No. Project No.

REV 06/2020
THIS MAINTENANCE SERVICES CONTRACT (“Contract”) is made and entered into as of ____________________ (“Effective Date”) by and between THE CITY OF EMERYVILLE, a municipal corporation, (“City”) and PRECISION CONCRETE CUTTING (“Contractor”), individually referred to as a “Party” and collectively as the Parties.”

W I T N E S S E T H T H A T
WHEREAS, Contractor submitted a proposal for FY 22/23 Concrete Shaving Project, and
WHEREAS, City has determined that Contractor is qualified by training and experience to render such services; and
NOW, THEREFORE, the Parties mutually agree as follows:

1. AWARD OF CONTRACT

1.1 Contract Documents
The Contract Documents shall include this Contract, including all exhibits attached hereto, and any Plans and Specifications, Notice to Contractors, Contractor’s Proposal, Addenda and Change Orders. In the event of any conflict between the printed provisions of this Contract and those of Contractor’s offer of acceptance, the provision of this Contract shall prevail.

1.2 Scope of Work
In conformance with the Contract Documents, Contractor will furnish all labor, materials, services, transportation, appliances, and mechanical workmanship and disposal required in order to provide the maintenance services (“Work”) as described in Exhibit A, attached hereto. Any quantities for work are estimates. The City does not guarantee any level of work under this Contract. The City, in its discretion, reserves the right to hire or contract with others to do the work set forth in the Contract.

1.3 Price
A. The Contractor shall be compensated for Work in accordance with the lump sum and rates set forth in Exhibit A. The specified compensation will stay in effect for the duration of this Contract. Should the Contractor fail to perform the Work in accordance with the Contract, a corresponding deduction in any recurring amounts owed under Exhibit A will be made by the City.

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B. Overtime rates for extra work, if any, shall be charged as specified in Exhibit A.

C. The total amount to be paid under this Contract shall not exceed the sum of FORTY-FIVE THOUSAND DOLLARS AND NO CENTS ($45,000.00) (“Total Compensation”). An allowance in an amount not to exceed ZERO DOLLARS AND NO CENTS ($0.00) is included in the Total Compensation for extra work as described in Exhibit A should it be needed. The Contractor shall not perform any extra work unless approved in writing by the City Public Works Director.

1.4 Payment
Contractor shall invoice City not more frequently than once a month for the Work performed. Compensation shall be paid to Contractor upon receipt and approval by City of invoices setting forth in detail the Work performed. City shall pay Contractor within forty-five (45) days after approval of the invoice by City staff.

1.5 Term
This Contract shall begin on the Effective Date and shall terminate on DECEMBER 31, 2023.

1.6 Annual Compensation Adjustment
This Contract is / is not awarded pursuant to a request for qualifications or proposals, seeking a multi-year contract. If this Contract is awarded pursuant to a request for qualifications or proposals, the Contractor may increase its rates at a percentage no greater than the percent increase in the March to March San Francisco/Oakland Metropolitan Area Consumer Price Index as released by the United States Department of Labor on a yearly basis with a maximum inflation increase of 5% per year, upon written notice to the City at least sixty (60) days in advance of the new rates taking effect.

2. PROSECUTION OF WORK

2.1 Change Orders
City may, without notice to any sureties, and without invalidating the Contract, at any time: a) make alterations, deviations, additions to or deletions from the Contract Documents; b) increase or decrease the quantity of any item or portion of the Work; c) delete any item or portion of the Work; or d) require extra work, as determined by City to be necessary or advisable. All such Work shall be performed under applicable provisions of the Contract Documents, unless specifically provided otherwise at the time the change is ordered. Any such changes in the Work will be set forth in a written change order issued by City (“Change Order”).

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The Change Order will specify:

A. The Work to be done in connection with the change to be made; B. The amount of the adjustment of the lump sum and rates set forth in Exhibit A and Total Compensation, if any, and the basis for compensation for the Work ordered; and
C. The extent of the adjustment in the time specified for performance of Work, if any.

A Change Order shall not become effective until it has been signed by the Director of Public Works. Upon receipt of an approved Change Order, Contractor shall promptly proceed with the ordered Work, unless otherwise provided in the approved Change Order.

No changes or deviations from the Contract Documents shall be made without the authority of an approved Change Order, except that in cases of emergency the Director of Public Works may direct a change in writing. A Change Order increasing the Total Compensation under the Contract requires a written amendment to the Contract.

Whenever it appears to Contractor that a change is necessary, Contractor shall immediately notify the Director of Public Works of the change it believes necessary and the reasons for such change; however, work in the area affected shall not be discontinued unless ordered by the Director of Public Works.

2.2 Public Convenience
Contractor shall so conduct its operations as to offer the least possible obstruction and inconvenience to the public and it shall have under construction no greater length or amount of Work than it can prosecute properly with due regard to the rights of the public. Maintenance operations shall be conducted in such a manner as to cause as little inconvenience as possible to owners of abutting property. Convenient access to driveways, houses and buildings along the line of work shall be maintained, and temporary approaches to roads or highways shall be provided and kept in good condition.

2.3 Safety Requirements
Contractor shall comply with all safety requirements prescribed by applicable federal, state and local laws and regulations to ensure the safety and health of those working and the local community. Contractor shall assume all responsibility for public safety during the prosecution of the work and all such costs shall be included in the Contract price. Whenever Contractor's operations create a condition hazardous to traffic or to the public, it shall furnish, erect and maintain, at its expense, such fences, barricades, lights, signs and other devices and take such other protective measures as are necessary to prevent accidents or damage or injury to the public.

DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Maintenance Services Contract
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2.4 Inspection
All authorized representatives of City shall have access to the Work. Work and materials not meeting the requirements of City shall be corrected, and unsuitable Work or material may be rejected. Failure on City’s part to reject nonconforming Work shall not be construed to imply acceptance of such Work. Observation by City of the Work shall not relieve Contractor of its responsibility to conduct its own comprehensive inspections of the Work and to furnish materials and perform work in accordance with the Contract Documents.

2.5 Termination

2.5.1 Termination for Cause
City shall have the right to terminate Contractor’s right to proceed with some or all of the Work and may terminate this Contract for default by providing written notice thereof at least five (5) calendar days in advance of the termination date. The term “default” includes, but is not limited to: a) performance of Work in violation of the terms of the Contract or other applicable law, order, regulation, permit or requirement; b) abandonment; c) assignment or subletting without City approval; d) bankruptcy or appointment of a receiver for Contractor’s property; e) refusal of failure to properly prosecute the Work; f) use of materials, supplies, plant or equipment of improper quality or quantity; g) refusal or failure to use an adequate number of properly skilled workers; h) failure to provide proper workmanship; i) failure to take effective steps to end a labor dispute; j) performance of this Contract in bad faith or k) failure to pay subcontractors.

Upon such termination, City shall have the right to complete the Work, or the portion involved, by whatever means and methods it deems expedient, at the Contractor’s expense which the City can deduct from any amounts due Contractor. City at its sole discretion may withhold any payment otherwise due Contractor until completion and final settlement of the Work covered by the notice of default.

2.5.2 Termination without Cause
City may also terminate the Contract for convenience if in the best interests of City upon thirty (30) calendar days’ notice in advance. In such event, Contractor shall be paid for all substantiated direct costs of materials furnished and Work performed up to the date of termination any additional compensation that City deems reasonable.

2.5.3 Termination for Lack of Appropriation
This Contract is subject to immediate termination in the event the City Council does not appropriate sufficient funds for this Contract.

Upon receipt of a notice of termination, Contractor shall: a) stop all Work unless directed otherwise; b) take such action to protect materials from damage; c) notify all subcontractors and suppliers that Contract is terminated; d) provide City with inventory list of materials previously produced, purchased or ordered and not yet used in the Work; e) dispose of all materials not used on the Work as directed by City; f) if directed by City, assign all rights and interests of Contractor under subcontracts or orders for the DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Maintenance Services Contract
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project; g) furnish any required documentation; and h) take any other actions as City may direct.

3. CONTRACTOR’S RESPONSIBILITIES

3.1 Responsibility for Damage; Indemnification
Contractor shall be responsible for any loss or damage that may happen to the Work; for any loss or damage to any of the materials of other things used or employed in performing the Work; for injury to or death of any person (including but not limited to workers or the public) from any cause whatsoever; or damage to property from any cause whatsoever.

To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless City and City’s members, officers, agents, employees and volunteers, from and against any and all claims, losses, liabilities of every kind, nature and description, damages, injury (including without limitation injury to or death of an employee of Contractor or subcontractors as well as any claim by any employee, agent, Contractor or independent contractor hired or employed by Contractor that such persons or individuals are entitled to any benefit otherwise provided to employees of the City, including coverage under the California Public Employee Retirement System), costs and expenses of any kind, whether actual, alleged or threatened, including, without limitation, incidental and consequential damages, court costs, reasonable attorneys’ fees, litigation expenses, and fees of expert contractors or expert witnesses incurred in connection therewith and the costs of investigation, arising out of, pertaining to, or relating to, directly or indirectly, in whole or in part, the negligence, recklessness, or willful misconduct of Contractor, any subcontractor, anyone directly or indirectly employed by them or anyone that they control. This indemnification obligation is not limited in any way by any limitation on the amount or type of damages or compensation payable to or for Contractor. This obligation to indemnify and defend the City, its members, officers, agents, employees and volunteers shall survive termination of this Contract. Notwithstanding the foregoing, to the extent required by Civil Code section 2782, Contractor’s indemnity obligation shall not apply to liability for damages for death or bodily injury to persons, injury to property, or any other loss, damage or expense arising from the sole or active negligence or willful misconduct of the City or the City’s agents, servants, or independent contractors who are directly responsible to the City, or for defects in design furnished by those persons.

3.2 Insurance
Contractor shall not commence Work under this Contract until it has provided evidence satisfactory to the City that it has secured all insurance required under Exhibit B, attached hereto and incorporated herein by this reference. In addition, Contractor shall not allow any subcontractor to commence work on any subcontract until it has provided evidence satisfactory to the City that the subcontractor has secured all insurance required under Exhibit B. Failure to provide and maintain all required insurance shall be grounds for the City to terminate this Contract for cause.

DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Maintenance Services Contract
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3.3 Payment of Taxes

3.3.1 Taxes Included
The lump sum and rates set forth in Exhibit A shall include full compensation for all taxes which Contractor is required to pay, whether imposed by Federal, State or local government, including, without being limited to, Federal excise tax. No tax exemption certificate nor any document designed to exempt Contractor from payment of any tax will be furnished to Contractor by City, as to any tax on labor, services, materials, transportation, or any other items furnished pursuant to the Contract. Contractor shall withhold and pay any and all sales and use taxes, withholding taxes, whether State or Federal, Social Security taxes, State Unemployment Insurance charges and all other taxes which are now or hereafter may be required to be paid or withheld under any laws.

3.3.2 Business Tax
Contractor has and shall maintain a current business license with City of Emeryville during the term of this contract. Contractor shall insert in each of its subcontract Contracts a provision which requires its subcontractors to present proof that the subcontractor has obtained a current business license with City of Emeryville during the term of this contract.

3.4 Permits and Licenses
Contractor covenants and declares that it has obtained all diplomas, certificates, licenses, permits or the like required of Contractor by any and all national, state, regional, county, city or local boards, agencies, commissions, committees or other regulatory bodies in order to perform the Work contracted for under this Contract.

Contractor shall comply with all permits applicable to the Work. Contractor has and shall maintain the appropriate State Contractor’s License, pursuant to Chapter 9 of Division 3 of the California Business and Professions Code.

The California Environmental Quality Act (Public Resources Code, Section 21000 to 21176) may be applicable to permits, licenses and other authorizations which Contractor must obtain from State or local agencies in connection with performing the Work of the Contract. Contractor shall comply with the provisions of that Act in obtaining such permits, licenses and other authorizations and they shall be obtained in sufficient time to prevent delays to the Work.

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3.5 California Labor Code Requirements
A. Contractor is aware of the requirements of California Labor Code Sections 1720 et seq. and 1770 et seq., which require the payment of prevailing wage rates and the performance of other requirements on certain “public works” and “maintenance” projects (“Prevailing Wage Laws”). If the Work is being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws.

Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. It shall be mandatory upon the Contractor and all subcontractors to comply with all California Labor Code provisions, which include but are not limited to prevailing wages (Labor Code Sections 1771, 1774 and 1775), employment of apprentices (Labor Code Section 1777.5), certified payroll records (Labor Code Sections 1771.4 and 1776), hours of labor (Labor Code Sections 1813 and 1815) and debarment of contractors and subcontractors ( Labor Code Section 1777.1). The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4.

B. If the Work is being performed as part of an applicable “public works” or maintenance” project, then pursuant to Labor Code Sections 1725.5 and 1771.1, the Contractor and all subcontractors performing such Work must be registered with the Department of Industrial Relations. Contractor shall maintain registration for the duration of the Contract and require the same of any subcontractors, as applicable. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.

C. This Contract may also be subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be Contractor’s sole responsibility to comply with all applicable registration and labor compliance requirements. Any stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor that affect Contractor’s performance of Work, including any delay, shall be Contractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay and shall not be compensable by the City. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor.

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D. Pursuant to the requirements of section 1860 of the California Labor Code, Contractor will be required to secure the payment of workers’ compensation to his employees in accordance with the provisions of section 3700 of the Labor Code. By signing this Contract, Contractor certifies the following:

I am aware of the provisions of section 3700 of the California Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self -insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.” E. Failure by Contractor to comply with any provision of this Section shall constitute a default of this Contract and shall be grounds for termination as provided in this Contract.

3.6 Warranty
Contractor warrants that all materials and Work furnished (1) shall meet all requirements and conditions of City’s Contract and manufacturer’ s warranty if any; (2) shall be free from defects in design, material; workmanship and methods of installation; and (3) shall be fit for the purposes intended. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective and nonconforming. This warranty by the Contractor is in addition to any warranties or guarantees required or provided by the manufacturer or supplier.

Contractor shall correct the Work at its own expense promptly after written notice from City to do so and pay for any damage to other property resulting from such nonconforming Work. If Contractor fails to do so promptly, or in an emergency when delay could cause risk of damage or loss, then City take whatever actions are necessary to have the nonconforming Work removed, replaced or corrected at the expense of Contractor and to recover its damages, costs and expenses, including withholding the amount from any payment that is due or to commencing an action against any performance bond.

Nothing in this section shall be construed to establish a period of limitation with respect to other obligations that Contractor may have under these Contract Documents.

3.7 Independent Contractor Status
The Contractor hereby covenants and declares that it is engaged in an independent business and agrees to perform the Work as an independent contractor and not as the agent or employee of the City. The Contractor agrees to be solely responsible for its own matters relating to the time and place the Work is performed; the instrumentalities, tools, supplies and/or materials necessary to complete the Work; hiring of consultants, subcontractors, agents or employees to complete the Work; and the payment of employees, including compliance with Social Security, withholding and all other regulations governing such matters. The Contractor agrees to be solely responsible for DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Maintenance Services Contract
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its own acts and those of its subordinates and employees during the term of this Contract.

3.8 Compliance with Laws
All Work performed by Contractor under this Contract shall be in accordance with applicable federal, state and local requirements, including, but not limited to environmental laws and laws regarding disposal of hazardous wastes.

3.9 Noncollusion Declaration
By executing this Contract, Contractor declares that only persons or parties interested in this Contract are those named in Contractor’s bid or proposal and that such bid or proposal was not made in the interest of or on behalf of any undisclosed person, firm or organization; that the bid or proposal was genuine and not collusive or sham; that the signatory to this Contract has not directly or indirectly induced or solicited others to put in a sham bid or proposal, or to refrain from bidding or proposing; and that the signatory to this Contract has not in any manner sought by collusion to secure for itself an advantage over other potential proposers.

3.10 Conflicts of Interest
Contractor covenants and declares that other than this Contract, it has no holdings or interests within the City nor business holdings or agreements with any official, employee or representative of City and shall disclose any such holdings or interests to City in writing.

3.11 Discrimination Prohibited
Contractor covenants and agrees that in performing the Work required under this Contract, Contractor shall not discriminate against any person on the basis of race, color, religion, sex, sexual orientation, gender identity, marital status, national origin or ancestry, age or disability, except as provided in section 12940 of the Government Code.

3.12 Bonds (Required for Contract Prices $25,000 and Greater)

3.12.1 Payment Bond
Required / Not Required
If required for this Contract, before beginning the Work, Contractor shall provide a labor and materials bond in the amount of one hundred percent (100%) of the Total Compensation, and which conforms with the requirements of Civil Code section 9550 et seq., as may be amended from time to time.

3.12.2 Performance Bond
Required / Not Required
If required for this Contract, before beginning the Work, Contractor shall provide a performance bond in the amount of one hundred percent (100%) of the Total Compensation to guarantee the faithful performance of the Work.

DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Maintenance Services Contract
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3.12.3 Bond Provisions
Any and all bonds required for this Contract shall be in a form acceptable to the City Attorney. Any such bond must be issued by a corporate surety which is an admitted surety insurer in the State of California. Any bond signed by an agent must be accompanied by a certified copy of such agent’s authority to act. If the surety on any bond provided by Contractor is declared bankrupt or becomes insolvent or it’s right to do business is terminated in any state where any part of the work is located, Contractor shall, within seven (7) days thereafter, substitute another bond and surety in accordance with the requirements set forth herein. Any alteration or alterations made in the Plans and Specifications which are a part of this Contract or in any provision of this Contract shall not operate to release any surety from liability on any required bond and the consent to make such alterations is hereby given. Any surety on such bonds hereby waives the provisions of Section 2819 of the Civil Code.

3.13 City Labor Requirements
A. As of the Effective Date, compliance with the City’s living wage ordinance is required / not required for this Contract. If this Contract provides for compensation to Contractor of $25,000 or more within a single fiscal year for providing services to the City, then Contractor shall comply with the requirements of the City’s Living Wage Ordinance set forth in Chapter 31 of Title 5 of the Emeryville Municipal Code, unless (i) Contractor is a governmental entity, (ii) this Contract is subject to a higher prevailing wage rate as defined in the California Labor Code, or (iii) this Contract is subject to federal or state laws or regulations that would preclude the application of the City’s laws.

B. Compliance with the Living Wage Ordinance, if applicable, shall be required during the term of the Contract for all employees of Contractor who perform at least twenty-five percent (25%) of the work arising from this Contract, unless said employees are otherwise exempt from the application of the Living Wage Ordinance pursuant to Section 5-31.08 of the Emeryville Municipal Code.

Contractor shall promptly provide to the City documents and information verifying compliance with the requirements of the Living Wage Ordinance within ten (10) working days following a written request for such documentation and information from the City.

C. Failure to comply with the Living Wage Ordinance provides that a person claiming a violation thereof may bring an action against Contractor for back pay, reinstatement and compensatory damages, as well as a penalty up to three times the amount of damages for a willful violation, plus reasonable attorney’s fees and costs. In addition, the City may terminate the Contract and pursue any other remedies available to the City, including debarment, for violations of the Living Wage Ordinance.

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D. Contractor shall notify each of its affected employees with regards to wages that are required to be paid pursuant to this Contract. “Living Wage” means no less than $17.48 PER HOUR (which is subject to increase annually on July 1st to reflect the twelve-month average increase to the Consumer Price Index for all urban consumers in the San Francisco-Oakland-San Jose Metropolitan Statistical Area for the preceding year from May to April, not to exceed three percent (3%) in any one year) including wages and health benefits. If employer contributions for health benefits are not paid on an hourly basis, the employer must demonstrate to the City the hourly value of such benefits in order to receive credit for such payments to covered employees.

E. In addition to the Living Wage Ordinance, the Contractor may be required to comply with the City’s Minimum Wage, Paid Sick Leave, and Other Employment Standards Ordinance, as set forth in Chapter 37 of Title 5 of the Emeryville Municipal Code, to the extent it is applicable.

4. GENERAL PROVISIONS

4.1 Applicable Law
If any action at law or in equity is brought to enforce or interpret the provisions of this Contract, the rules, regulations, statutes and laws of the State of California will control.

The exclusive venue for any legal action taken pursuant to this Contract shall be the State of California Superior Court for the County of Alameda or the United States District Court for the Northern District of California.

4.2 Assignment and Subcontracting
Neither this Contract nor any interest herein nor any claim hereunder may be assigned or subcontracted by Contractor either voluntarily or by operation of law, without the prior written consent of City. No such consent shall relieve Contractor of its obligations to comply fully with the requirements of this Contract.

4.3 Records
Contractor will permit City to audit, examine, and make copies of all contracts, invoices, materials, payrolls, records of personnel, conditions of employment and or data relating to all matters covered by this Contract. Except as otherwise authorized, such records shall be maintained for a period of three years from the date that final payment is made under this Contract.

4.4 No Waiver
Failure of City to insist upon strict performance of any of the terms and conditions hereof, or failure or delay to exercise any rights or remedies or to properly notify Contractor in the event of breach, or the acceptance of or payment for any good hereunder, shall not release Contractor of any of the warranties or obligations of this DocuSign Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 https://
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Contract and shall not be deemed a waiver of any right of City to insist upon strict performance hereof.

4.5 Notices

4.5.1 Communications Relating to Daily Activities
All communications relating to the day to day activities of the work and invoices shall be addressed to the Ryan O’Connell and Joseph Ortega for the Contractor:

CITY CONTRACTOR
Ryan O’Connell, Senior Civil Engineer
Phone No: 510-596-4346
E-Mail : roconnell@emeryville. org
Joseph Ortega, Vice President
Phone No: 650-576-4303
E-Mail : jortega@pccnorcal. com

4.5.2 Official Notices
All other notices, writings or correspondence as required by this Contract shall be directed to City and Contractor, respectively, as follows:

CITY CONTRACTOR
Mohamed Alaoui, Director of Public
Works
1333 Park Avenue
Emeryville, California 94608
Phone No: 510-596-4341
E-Mail : [email protected]
with a copy to:

Ryan O’Connell, Senior Civil Engineer
1333 Park Avenue
Emeryville, California 94608
Phone No: 510-596-4341
E-Mail : [email protected]
Joseph Ortega, Vice President
335 Beach Road
Burlingame, CA 94010
Phone No: 650-576-4303
E-Mail : [email protected]

4.6 No Personal Liability
No member, official or employee of the City shall be personally liable to the Contractor or any successor in interest in the event of any default or breach by the City or for any amount which may become due to the Contractor or successor or on any obligation under the terms of this Contract.

4.7 Entire Agreement
This Contract constitutes the complete agreement between the Parties and supersedes any and all other agreements, either oral or in writing, between the Parties with respect to the subject matter of this Contract. No other agreement, statement or promise DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Maintenance Services Contract
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relating to the subject matter of this Contract not contained in this Contract shall be valid or binding. This Contract may be modified or amended only by a written document signed by representatives of both Parties with appropriate authorization.

4.8 Successors and Assigns
Subject to the provisions of this Contract regarding assignment, this Contract shall be binding on the heirs, executors, administrators, successors and assigns of the respective Parties.

4.9 Severability
The caption or headnote on articles or sections of this Contract are intended for convenience and reference purposes only and in no way define, limit or describe the scope or intent thereof, or of this Contract nor in any way affect this Contract. Should any article(s) or section(s), or any part thereof, later be deemed unenforceable by a court of competent jurisdiction, the remainder of this Contract shall remain in full force and effect to the extent possible.

4.10 Counterparts
This Contract may be signed in counterparts, each of which shall constitute an original. It is expressly agreed that each Party to this Contract shall be bound by its own telecopied, scanned, electronic or digital signature and shall accept the telecopied, scanned, electronic or digital signature of the other Party to this Contract.

4.11 No Third-Party Beneficiaries
Except to the extent expressly provided for herein, there are no intended third-party beneficiaries of any right or obligation assumed by the Parties.

4.12 Non-Exclusivity
City reserves right to employ other contractors in connection with the Work and Project covered under this Contract.

4.13 Other Requirements
This Contract has / does not have additional requirements set forth in an Exhibit C. If an Exhibit C is attached, then due to the nature of the Work, or due to this Work being funded, in whole or in part, by a third party, Contractor shall also fully and adequately comply with the provisions included in Exhibit C (“Other Requirements”) attached hereto and incorporated herein by reference (“Other Requirements”). With respect to any conflict between such Other Requirements and the terms of this Contract and/or the provisions of state law, the more stringent requirement shall control.

SIGNATURES ON FOLLOWING PAGE
DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Maintenance Services Contract
REV 06/2020

5. SIGNATURE PAGE TO MAINTENANCE SERVICES CONTRACT
IN WITNESS WHEREOF the City and the Contractor have executed this Contract, which shall become effective as of the date first written above.

Approved As To Form:

City Attorney
Dated: CITY OF EMERYVILLE
City Manager
Dated: PRECISION CONCRETE CUTTING
Signature)
Joseph Ortega, Vice President
Attach:

W-9 Form
Attach:

Business License
Certificate
Attach:

Department of
Industrial Relations
Registration
DocuSign Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 11/09/2022
Attach:

Payment Bond and
Performance Bond
12/20/2022
DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852

C A L I F O R N I A

E X H I B I T A
SUBJECT: Maintenance Services Contract: FY22/23 Concrete Shaving Precision Concrete Cutting ( PCC) surveyed City- owned sidewalk concrete on the areas around the length of Powell Street west of Interstate 80, and a portion of W Frontage Road just south of Point Emery. The scope of the survey included recommendations for cutting, shaving, and other repairs at observed defects. In addition, general conditional assessments of observations of the sidewalk areas were included.

The following pages include a map of the surveyed locations in addition to a list of the surveyed locations with a cost quote to perform the recommended repairs. Though the total cost of the $24,176.63, the City intends to award a contract equal to $45,000.00 with the objective of retaining the services of PCC to survey and repair other City- owned sidewalk concrete elsewhere in the City within the 2022-2023 fiscal year. There will be no allowance amount to be included in the contract.

DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 REF # 6.28.22.JAO
CUSTOMER: City of Emeryville 2022/ 23 Sidewalk Repairs
C/ O: City of Emeryville
CONTACT: Nik J Ignacio
ADDRESS: 1333 Park Avenue
CITY / ZIP: Emeryville, CA 94608
PHONE: 510-596-4330 x304
PROPERTY LOCATION: W Frontage and Powell St
Total In.Ft. InFt to Cut Total Cost
136. 75 597.81 594.31 $ 24,176.63
No. Max Ht.
1/ 8 of In.)
Min Ht.
1/ 8 of In.)
Length
Feet)
Latitude Longitude Description R& R SqFt Before Picture After Picture Inch Feet InFt to Cut Cost Date Initial 1 0 0 0 37. 837976 - 122. 2975 RR 1800 Powell St : Slab lifted past 2in 4 https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 147984_ 1_0.1.00 $ 0.00 2 3 1 9.5 37. 83791 - 122. 2979 1800 Powell St : DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 38 147984_ 2_2.1.38 $ 96. 62 3 2 0 3 37. 83789 - 122. 2982 1800 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 147984_ 3_0.1.38 $ 15. 26 4 3 0 5 37. 837883 - 122. 2984 1800 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 94 147984_ 4_0.1.94 $ 38. 14 5 4 0 14. 5 37. 837805 - 122. 2984 1800 Powell St : CURBCUT DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 63 147984_ 5_3.1.63 $ 147. 47 6 0 0 0 37. 83783 - 122. 2985 RR 1800 Powell St : middle of slab has hole. 24. 75 https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 147984_ 6_0.1.00 $ 0.00 7 3 0 3 37. 837788 - 122. 2984 1800 Powell St : At crack LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 56 147984_ 7_0.1.56 $ 22. 88 8 7 0 3.5 37. 837753 - 122. 2985 1800 Powell St : LCUT XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 53 147984_ 8_1.1.53 $ 62. 29 9 2 0 2 37. 837781 - 122. 2985 1800 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 25 147984_ 9_0.1.25 $ 10. 17 10 4 1 14 37. 83778 - 122. 2985 1800 Powell St : CURBCUT LCUT. DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png4. 38 147984_ 10_4.1. 38 $ 177. 98 11 8 0 2 37. 837811 - 122. 2985 1800 Powell St : LCUT XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 00 147984_ 11_1.1. 00 $ 40. 68 12 12 0 3.5 37. 837778 - 122. 2985 1800 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 63 147984_ 12_2.1. 63 $ 106. 79 13 5 1 13. 5 37. 83777 - 122. 2986 1800 Powell St : LCUT to 11 ATCURB https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png5. 06 147984_ 13_5.1. 06 $ 205. 94 14 5 2 4 37. 837807 - 122. 2986 1800 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 75 147984_ 14_1.1. 75 $ 71. 19 15 5 0 14. 5 37. 837746 - 122. 2986 1800 Powell St : ATCURB LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png4. 53 147984_ 15_4.1. 53 $ 184. 33 16 3 0 2 37. 837738 - 122. 2986 1800 Powell St : LCUT XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 147984_ 16_0.1. 38 $ 15. 26 17 4 0 3.5 37. 837753 - 122. 2986 1800 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 88 147984_ 17_0.1. 88 $ 35. 60 18 3 1 6 37. 837732 - 122. 2987 1800 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 50 147984_ 18_1.1. 50 $ 61. 02 19 2 0 2.5 37. 837707 - 122. 2987 1800 Powell St : At crack LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 31 147984_ 19_0.1. 31 $ 12. 71 20 2 1 4 37. 83776 - 122. 2988 1800 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 75 147984_ 20_0.1. 75 $ 30. 51 21 0 0 0 37. 837771 - 122. 2988 RR 1800 Powell St : Curb broken 8.25 https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 147984_ 21_0.1. 00 $ 0.00 22 0 0 0 37. 837766 - 122. 2988 ATTN 1800 Powell St : EBMUD Lid lifted. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 147984_ 22_0.1. 00 $ 0.00 23 2 1 1.5 37. 837727 - 122. 2988 1800 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 28 147984_ 23_0.1. 28 $ 11. 44 24 3 1 5.5 37. 837677 - 122. 2988 1800 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 38 147984_ 24_1.1. 38 $ 55. 94 25 3 1 5.5 37. 837743 - 122. 2988 1800 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 38 147984_ 25_1.1. 38 $ 55. 94 26 2 1 4.5 37. 837713 - 122. 2988 1800 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 84 147984_ 26_0.1. 84 $ 34. 32 27 3 0 4 37. 837695 - 122. 299 1800 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 75 147984_ 27_0.1. 75 $ 30. 51 28 3 0 5 37. 837718 - 122. 2989 1800 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 94 147984_ 28_0.1. 94 $ 38. 14 29 2 1 2.5 37. 837692 - 122. 299 1800 Powell St : At crack LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 47 147984_ 29_0.1. 47 $ 19. 07 30 7 1 1 37. 837686 - 122. 2989 1800 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 50 147984_ 30_0.1. 50 $ 20. 34 31 0 0 0 37. 837712 - 122. 299 ATTN 1800 Powell St : Lid broken. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 147984_ 31_0.1. 00 $ 0.00 32 3 0 2 37. 837677 - 122. 2991 1800 Powell St : At crack XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 147984_ 32_0.1. 38 $ 15. 26 LEGEND: WW=Walkway SW=Sidewalk CSW= City Sidewalks DW=Driveway GB=Gutter Bed R& R=Remove and Replace ATTN=Attention OG=Old Grind OC=Old Cut AP=Asphalt Patch ASPCUT= Asphalt Cut XCUT= Crossed Lift LCUT= Slab lifter at corner MVCAR= Move Car PTRVL= Path of Travel

SIDEWALK REPAIR DETAILED REPORT
jortega@PCCnorcal. com
650-576-4303 - Cell
650-240-3866 - Fax
417 Harrison Street
Joseph Ortega
Oakland, CA 94607
Precision Concrete Cutting
CSLB # 1032474
Date created - 8/17/2022 1 of 10
DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 No. Max Ht.
1/ 8 of In.)
Min Ht.
1/ 8 of In.)
Length
Feet)
Latitude Longitude Description R& R SqFt Before Picture After Picture Inch Feet InFt to Cut Cost Date Initial 33 7 0 3.5 37. 837688 - 122. 2991 1800 Powell St : At crack XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 53 147984_ 33_1.1. 53 $ 62. 29 34 6 0 4 37. 837688 - 122. 2992 1800 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 50 147984_ 34_1.1. 50 $ 61. 02 35 2 0 1.5 37. 837712 - 122. 2991 1800 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 19 147984_ 35_0.1.9 $ 7.63 36 0 0 0 37. 837698 - 122. 2992 RR 1900 Powell St : Slab lifted past 2in 27. 5 https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 147984_ 36_0.1. 00 $ 0.00 37 9 0 11. 5 37. 83773 - 122. 2992 1900 Powell St : CURBCUT. DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png6. 47 147984_ 37_6.1. 47 $ 263. 15 38 2 1 5.5 37. 837672 - 122. 2993 1900 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 03 147984_ 38_1.1. 03 $ 41. 95 39 0 0 0 37. 837659 - 122. 2992 ATTN 1900 Powell St : Water meter lid broken. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 147984_ 39_0.1. 00 $ 0.00 40 4 1 4 37. 837684 - 122. 2993 1900 Powell St : ATCURB https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 25 147984_ 40_1.1. 25 $ 50. 85 41 0 0 0 37. 837702 - 122. 2993 ATTN 1900 Powell St : Cement around High voltage lid lifted, https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 147984_ 41_0.1. 00 $ 0.00 42 4 0 5 37. 837602 - 122. 2993 1900 Powell St : ATCURB https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 25 147984_ 42_1.1. 25 $ 50. 85 43 0 0 0 37. 837636 - 122. 2993 ATTN 1900 Powell St : T. V cable lid lifted. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 147984_ 43_0.1. 00 $ 0.00 44 3 2 5.5 37. 837627 - 122. 2994 1900 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 72 147984_ 44_1.1. 72 $ 69. 92 45 3 0 5.5 37. 837568 - 122. 2997 1900 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 03 147984_ 45_1.1. 03 $ 41. 95 46 3 1 5.5 37. 837565 - 122. 2997 1900 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 38 147984_ 46_1.1. 38 $ 55. 94 47 2 0 3 37. 837529 - 122. 2998 1900 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 148076_ 47_0.1. 38 $ 15. 26 48 2 0 5 37. 837541 - 122. 2998 1900 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 63 148076_ 48_0.1. 63 $ 25. 43 49 2 2 7 37. 837514 - 122. 2998 1900 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 75 148076_ 49_1.1. 75 $ 71. 19 50 2 0 3 37. 837438 - 122. 3003 2000 Powell St : At crack https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 148076_DO50_NOT1. CUT DO NOT CUT 51 4 2 2.5 37. 837448 - 122. 3003 2000 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 94 148076_ 51_0.1. 94 $ 38. 14 52 2 1 5.5 37. 837391 - 122. 3004 2000 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 03 148076_ 52_1.1. 03 $ 41. 95 53 5 0 24. 5 37. 837418 - 122. 3004 2000 Powell St : CURBCUT LCUT. DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png7. 66 148076_ 53_7.1. 66 $ 311. 46 54 2 0 3 37. 837371 - 122. 3005 2000 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 148076_ 54_0.1. 38 $ 15. 26 55 3 0 5 37. 837352 - 122. 3005 2000 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 94 148076_ 55_0.1. 94 $ 38. 14 56 8 3 7 37. 837357 - 122. 3007 2200 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png4. 81 148076_ 56_4.1. 81 $ 195. 77 57 4 0 6.5 37. 837357 - 122. 3007 2200 Powell St : At crack XCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 63 148076_ 57_1.1. 63 $ 66. 11 58 4 0 3 37. 837364 - 122. 3007 2200 Powell St : At crack XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 75 148076_ 58_0.1. 75 $ 30. 51 59 2 1 5.5 37. 837368 - 122. 3007 2200 Powell St : At crack LCUT to 57. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 03 148076_ 59_1.1. 03 $ 41. 95 60 2 0 4 37. 837341 - 122. 3007 2200 Powell St : At crack https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 50 148076_ 60_0.1. 50 $ 20. 34 61 5 1 4 37. 83733 - 122. 3007 2200 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 50 148076_ 61_1.1. 50 $ 61. 02 62 6 5 1 37. 837345 - 122. 3007 2200 Powell St : At crack LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 69 148076_ 62_0.1. 69 $ 27. 97 63 0 0 0 37. 837311 - 122. 3007 ATTN 2200 Powell St : Cement around storm drain lifted. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 63_0.1. 00 $ 0.00 64 4 0 4 37. 837334 - 122. 3008 2200 Powell St : CURBCUT. DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 00 148076_ 64_1.1. 00 $ 40. 68 65 0 0 0 37. 837322 - 122. 3008 RR 2200 Powell St : Slab lifted past 2in 35 https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 65_0.1. 00 $ 0.00 66 0 0 0 37. 837349 - 122. 3008 ATTN 2200 Powell St : CATV Lid sunken https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 66_0.1. 00 $ 0.00 67 0 0 0 37. 837315 - 122. 3008 ATTN 2200 Powell St : CATV Lid lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 67_0.1. 00 $ 0.00 68 2 1 5.5 37. 837265 - 122. 301 2200 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 03 148076_ 68_1.1. 03 $ 41. 95 69 10 5 5.5 37. 837276 - 122. 301 2200 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png5. 16 148076_ 69_5.1.6 $ 209. 76 70 10 3 16 37. 837276 - 122. 3011 2200 Powell St : CURBCUT LCUT. DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png13. 00 148076_ 70_13.1.00 $ 528. 84 Date created - 8/17/2022 2 of 10
DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 No. Max Ht.
1/ 8 of In.)
Min Ht.
1/ 8 of In.)
Length
Feet)
Latitude Longitude Description R& R SqFt Before Picture After Picture Inch Feet InFt to Cut Cost Date Initial 71 4 2 5.5 37. 83725 - 122. 3011 2200 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 06 148076_ 71_2.1. 06 $ 83. 90 72 8 6 0.5 37. 837254 - 122. 3011 2200 Powell St : CURBCUT LCUT to 70. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 44 148076_ 72_0.1. 44 $ 17. 80 73 2 0 3 37. 837257 - 122. 3013 2200 Powell St : At crack https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 148076_ 73_0.1. 38 $ 15. 26 74 2 0 4 37. 83729 - 122. 3012 2200 Powell St : At crack https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 50 148076_ 74_0.1. 50 $ 20. 34 75 7 0 52 37. 837264 - 122. 3013 2200 Powell St : CURBCUT. DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png22. 75 148076_ 75_22.1.75 $ 925. 47 76 4 1 5.5 37. 837248 - 122. 3013 2200 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 72 148076_ 76_1.1. 72 $ 69. 92 77 2 0 1 37. 837279 - 122. 3014 2200 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 13 148076_ 77_0.1.3 $ 5.09 78 6 0 4.5 37. 837261 - 122. 3014 2200 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 69 148076_ 78_1.1. 69 $ 68. 65 79 2 0 2.5 37. 837264 - 122. 3014 2200 Powell St : At crack https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 31 148076_ 79_0.1. 31 $ 12. 71 80 2 0 2 37. 837263 - 122. 3016 2200 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 25 148076_ 80_0.1. 25 $ 10. 17 81 4 0 3.5 37. 837211 - 122. 3016 2200 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 88 148076_ 81_0.1. 88 $ 35. 60 82 5 0 5.5 37. 837262 - 122. 3016 2200 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 72 148076_ 82_1.1. 72 $ 69. 92 83 8 0 4 37. 837232 - 122. 3016 2200 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 00 148076_ 83_2.1. 00 $ 81. 36 84 2 0 1.5 37. 837254 - 122. 3016 2200 Powell St : XCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 19 148076_ 84_0.1.9 $ 7.63 85 4 0 13 37. 837254 - 122. 3016 2200 Powell St : CURBCUT LCUT. DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 25 148076_ 85_3.1. 25 $ 132. 21 86 2 0 5 37. 837255 - 122. 3018 2200 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 63 148076_ 86_0.1. 63 $ 25. 43 87 3 0 2 37. 83725 - 122. 3019 2200 Powell St : XCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 148076_ 87_0.1. 38 $ 15. 26 88 4 0 3 37. 837259 - 122. 3018 2200 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 75 148076_ 88_0.1. 75 $ 30. 51 89 8 2 5 37. 837261 - 122. 3018 2200 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 13 148076_DO89_NOT1. CUT DO NOT CUT 90 0 0 0 37. 837234 - 122. 3019 ATTN 2200 Powell St : Water meter lid lifted. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 90_0.1. 00 $ 0.00 91 4 3 0.5 37. 837259 - 122. 3018 2200 Powell St : At crack https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 22 148076_ 91_0.1. 22 $ 8.90 92 5 0 17 37. 837251 - 122. 3019 2200 Powell St : LCUT to 87 CURBCUT. DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png5. 31 148076_ 92_5.1. 31 $ 216. 11 93 4 0 1 37. 837271 - 122. 3019 2200 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 25 148076_ 93_0.1. 25 $ 10. 17 94 12 0 4.5 37. 837263 - 122. 3019 2200 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 38 148076_ 94_3.1. 38 $ 137. 30 95 6 0 4.5 37. 837253 - 122. 3019 2200 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 69 148076_ 95_1.1. 69 $ 68. 65 96 2 0 1 37. 837239 - 122. 3019 2200 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 13 148076_ 96_0.1.3 $ 5.09 97 5 0 8.5 37. 837254 - 122. 3019 2320 Powell St : CURBCUT LCUT. DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 66 148076_ 97_2.1. 66 $ 108. 06 98 7 0 2 37. 837256 - 122. 3019 2320 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 88 148076_ 98_0.1. 88 $ 35. 60 99 9 4 2 37. 837259 - 122. 3019 2320 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 63 148076_ 99_1.1. 63 $ 66. 11 100 0 0 0 37. 837246 - 122. 3019
ATTN 2320 Powell St : Cement around water meter lid lifted lid sunken.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 100_0.00 $ 1. 0.00 101 0 0 0 37. 837248 - 122. 3023 ATTN 2390 Powell St : Tricated dome lifted. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 101_0.00 $ 1. 0.00 102 0 0 0 37. 837225 - 122. 3031 ATTN 1 Captain Dr On Powell St : Tricated dome lifted. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 102_0.00 $ 1. 0.00 103 0 0 0 37. 837256 - 122. 3036 ATTN Across 2449 Powell St : Storm drain lid wobbly lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 103_0.00 $ 1. 0.00 104 3 0 3 37. 837242 - 122. 3036 Across 2449 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 56 148076_ 104_0.56 $ 1. 22. 88 105 0 0 0 37. 837249 - 122. 3059
ATTN 2 Admiral Dr On Powell St : PGE high voltage lid
sunken. Metal in way
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 105_0.00 $ 1. 0.00 106 2 0 3 37. 837226 - 122. 3067 4 Anchor Dr On Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 148076_ 106_0.38 $ 1. 15. 26 107 2 1 5 37. 837255 - 122. 3072 2 Anchor Dr On Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 94 148076_ 107_0.94 $ 1. 38. 14 108 2 0 7 37. 837234 - 122. 3072 2 Anchor Dr On Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 88 148076_ 108_0.88 $ 1. 35. 60 Date created - 8/17/2022 3 of 10
DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 No. Max Ht.
1/ 8 of In.)
Min Ht.
1/ 8 of In.)
Length
Feet)
Latitude Longitude Description R& R SqFt Before Picture After Picture Inch Feet InFt to Cut Cost Date Initial 109 4 0 12 37. 837215 - 122. 3076 Past 2 Anchor Dr On Powell St : ATCURB https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 00 148076_ 109_3.00 $ 1. 122. 04 110 6 0 9 37. 837341 - 122. 3082 Before 3300 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 38 148076_ 110_3.38 $ 1. 137. 30 111 6 1 29. 5 37. 837349 - 122. 3083 Before 3300 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png12. 91 148076_ 111_ 12. 91 $ 1. 525. 03 112 10 2 31 37. 837315 - 122. 3083 Before 3300 Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png23. 25 148076_ 112_ 23. 25 $ 1. 945. 81 113 0 0 0 37. 837296 - 122. 3084 ATTN Before 3300 Powell St : Asphalt causing trip hazard. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 113_0.00 $ 1. 0.00 114 6 0 7.5 37. 837505 - 122. 3092 3300 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 81 148076_ 114_2.81 $ 1. 114. 41 115 0 0 0 37. 837517 - 122. 3093 ATTN 3300 Powell St : Lid lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 115_0.00 $ 1. 0.00 116 2 0 3.5 37. 837372 - 122. 3097 3300 Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 44 148076_ 116_0.44 $ 1. 17. 80 117 2 0 3 37. 837372 - 122. 3103 Past 3300 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 148076_ 117_0.38 $ 1. 15. 26 118 3 0 9.5 37. 837376 - 122. 3103 Past 3300 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 78 148076_ 118_1.78 $ 1. 72. 46 119 4 0 6 37. 83733 - 122. 3103 Past 3300 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 50 148076_ 119_1.50 $ 1. 61. 02 120 2 0 10. 5 37. 837299 - 122. 3103 Past 3300 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 31 148076_ 120_1.31 $ 1. 53. 39 121 5 0 9 37. 837238 - 122. 3103 Past 3300 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 81 148076_ 121_2.81 $ 1. 114. 41 122 0 0 0 37. 837219 - 122. 3103 ATTN Past 3300 Powell St : Pacific telephone lid raised. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 122_0.00 $ 1. 0.00 123 2 1 7 37. 837193 - 122. 3102 Past 3300 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 31 148076_ 123_1.31 $ 1. 53. 39 124 3 1 1 37. 837337 - 122. 3103 Past 3300 Powell St : At crack https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 25 148076_ 124_0.25 $ 1. 10. 17 125 4 0 3 37. 83746 - 122. 3103 Past 3300 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 75 148076_ 125_0.75 $ 1. 30. 51 126 3 0 9 37. 837353 - 122. 3114 Between 3306 3300 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 69 148076_ 126_1.69 $ 1. 68. 65 127 6 1 8 37. 837334 - 122. 3114 Between 3306 3300 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 50 148076_ 127_3.50 $ 1. 142. 38 128 0 0 0 37. 837242 - 122. 3122 ATTN Before 3306 Powell St : High voltage lid lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 128_0.00 $ 1. 0.00 129 0 0 0 37. 837238 - 122. 3126 ATTN Before 3306 Powell St : Asphalt lifted against asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 129_0.00 $ 1. 0.00 130 0 0 0 37. 837311 - 122. 3126 ATTN 3306 Powell St : Sewer lid lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 130_0.00 $ 1. 0.00 131 10 2 16. 5 37. 837452 - 122. 3129 3306 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png12. 38 148076_ 131_ 12. 38 $ 1. 503. 42 132 3 1 2.5 37. 837494 - 122. 3129 3306 Powell St : At crack https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 63 148076_ 132_0.63 $ 1. 25. 43 133 2 0 7.5 37. 837448 - 122. 313 3306 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 94 148076_ 133_0.94 $ 1. 38. 14 134 3 0 7 37. 837418 - 122. 313 3306 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 31 148076_ 134_1.31 $ 1. 53. 39 135 4 0 8.5 37. 837307 - 122. 313 3306 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 13 148076_ 135_2.13 $ 1. 86. 45 136 2 0 5.5 37. 837509 - 122. 3129 3306 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 69 148076_ 136_0.69 $ 1. 27. 97 137 0 0 0 37. 837761 - 122. 3132 ATTN Past 3306 Powell St : Asphalt lifted at Asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 137_0.00 $ 1. 0.00 138 0 0 0 37. 838226 - 122. 3135 ATTN Past 3306 Powell St : Asphalt lifted at Asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 138_0.00 $ 1. 0.00 139 0 0 0 37. 838558 - 122. 3145 ATTN 3310 Powell St : Street Lighting lid broken. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 139_0.00 $ 1. 0.00 140 0 0 0 37. 83857 - 122. 3144 ATTN 3310 Powell St : Asphalt broken causing trip hazard https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 140_0.00 $ 1. 0.00 141 0 0 0 37. 838566 - 122. 3144 ATTN 3310 Powell St : electric lid lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 141_0.00 $ 1. 0.00 142 5 1 6 37. 838573 - 122. 3144 3310 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 25 148076_ 142_2.25 $ 1. 91. 53 143 0 0 0 37. 8386 - 122. 3147 ATTN 3310 Powell St : Sanitary sewer lid lifted. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 143_0.00 $ 1. 0.00 144 3 0 2 37. 838772 - 122. 3147 3310 Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 148076_ 144_0.38 $ 1. 15. 26 145 2 0 1.5 37. 838768 - 122. 3147 3310 Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 19 148076_ 145_0.19 $ 1. 7.63 146 0 0 0 37. 839252 - 122. 3145 ATTN Past 3310 Powell St : Wood lifted. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 146_0.00 $ 1. 0.00 Date created - 8/17/2022 4 of 10
DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 No. Max Ht.
1/ 8 of In.)
Min Ht.
1/ 8 of In.)
Length
Feet)
Latitude Longitude Description R& R SqFt Before Picture After Picture Inch Feet InFt to Cut Cost Date Initial 147 0 0 0 37. 839458 - 122. 3146 ATTN Past 3310 Powell St : Asphalt lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 147_0.00 $ 1. 0.00 148 0 0 0 37. 839886 - 122. 3145 ATTN Past 3310 Powell St : Asphalt lifted cracked, https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 148_0.00 $ 1. 0.00 149 4 1 8 37. 839929 - 122. 3145 Past 3310 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 50 148076_ 149_2.50 $ 1. 101. 70 150 0 0 0 37. 840572 - 122. 3144 ATTN Past 3310 Powell St : Tricated dome lifted. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 150_0.00 $ 1. 0.00 151 0 0 0 37. 840534 - 122. 3145
ATTN Before Restroom and shower Bldg : Asphalt lifted
against asphalt
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 151_0.00 $ 1. 0.00 152 0 0 0 37. 840687 - 122. 3141
ATTN Before Restroom and shower Bldg : Pinkish barrier
against asphalt lifted.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 152_0.00 $ 1. 0.00 153 0 0 0 37. 840889 - 122. 314
ATTN Restroom and shower Bldg : Asphalt around lid
broken.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 153_0.00 $ 1. 0.00 154 0 0 0 37. 840889 - 122. 314 ATTN Restroom and shower Bldg : Wood WW lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 154_0.00 $ 1. 0.00 155 0 0 0 37. 840881 - 122. 314 ATTN Restroom and shower Bldg : Electric lid lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 155_0.00 $ 1. 0.00 156 11 5 4.5 37. 840893 - 122. 314 Restroom and shower Bldg: ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png4. 50 148076_ 156_4.50 $ 1. 183. 06 157 0 0 0 37. 840985 - 122. 314 ATTN Past Restroom and shower Bldg: Asphalt lifted cracked. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148076_ 157_0.00 $ 1. 0.00 158 6 3 11 37. 841592 - 122. 3138 Past Restroom and shower Bldg: ATASP LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png6. 19 148189_ 158_6.19 $ 1. 251. 71 159 6 0 5.5 37. 841609 - 122. 3138 Past Restroom and shower Bldg: ATASP LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 06 148189_ 159_2.06 $ 1. 83. 90 160 4 1 55. 5 37. 841555 - 122. 3138 Past Restroom and shower Bldg: ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png17. 34 148189_ 160_ 17. 34 $ 1. 705. 54 161 4 3 10. 5 37. 841524 - 122. 3139 Past Restroom and shower Bldg: ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png4. 59 148189_ 161_4.59 $ 1. 186. 87 162 0 0 0 37. 841939 - 122. 3136 ATTN Past Restroom and shower Bldg: Ebmud lids lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 162_0.00 $ 1. 0.00 163 0 0 0 37. 841945 - 122. 3136 ATTN Past Restroom and shower Bldg: Christy lid lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 163_0.00 $ 1. 0.00 164 0 0 0 37. 841557 - 122. 3147
ATTN Across Restroom and shower Bldg: asphalt lifted
against asphalt.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 164_0.00 $ 1. 0.00 165 0 0 0 37. 841076 - 122. 3145
ATTN Across Restroom and shower Bldg: asphalt lifted
against asphalt.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 165_0.00 $ 1. 0.00 166 0 0 0 37. 840691 - 122. 3148
ATTN Past Across Restroom and shower Bldg: asphalt lifted against asphalt.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 166_0.00 $ 1. 0.00 167 0 0 0 37. 840622 - 122. 3147
ATTN Past Across Restroom and shower Bldg: Tricated
domes broken
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 167_0.00 $ 1. 0.00 168 0 0 0 37. 839966 - 122. 3152
ATTN Past Across Restroom Bldg: Asphalt liftef against
asphalt
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 168_0.00 $ 1. 0.00 169 0 0 0 37. 839954 - 122. 3151
ATTN Past Across Restroom Bldg: Asphalt liftef against
asphalt
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 169_0.00 $ 1. 0.00 170 0 0 0 37. 839958 - 122. 3151 ATTN Past Across Restroom Bldg: Tricated domes lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 170_0.00 $ 1. 0.00 171 4 0 4 37. 839935 - 122. 3151 Past Across Restroom Bldg: ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 00 148189_ 171_1.00 $ 1. 40. 68 172 0 0 0 37. 839966 - 122. 3153
ATTN Past Across Restroom Bldg: Asphalt lifted against
asphalt
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 172_0.00 $ 1. 0.00 173 0 0 0 37. 839424 - 122. 3154
ATTN Before Across 3310 Powell St : Asphalt lifted against asphalt
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 173_0.00 $ 1. 0.00 174 0 0 0 37. 839314 - 122. 3154
ATTN Before Across 3310 Powell St : Corner of asphalt
broken
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 174_0.00 $ 1. 0.00 175 0 0 0 37. 838085 - 122. 3152 ATTN Before 3199 Powell St : Asphalt lifted cracked https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 175_0.00 $ 1. 0.00 176 0 0 0 37. 838078 - 122. 3151 ATTN Before 3199 Powell St : Asphalt lifted cracked https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 176_0.00 $ 1. 0.00 177 0 0 0 37. 838055 - 122. 3151 ATTN Before 3199 Powell St : Wood barrier lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 177_0.00 $ 1. 0.00 178 2 0 2.5 37. 837955 - 122. 3152 Before 3399 Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 31 148189_ 178_0.31 $ 1. 12. 71 179 2 0 5.5 37. 837894 - 122. 3152 Before 3199 Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 69 148189_ 179_0.69 $ 1. 27. 97 180 3 0 10 37. 837746 - 122. 3152 3399 Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 88 148189_ 180_1.88 $ 1. 76. 28 181 0 0 0 37. 837605 - 122. 3152 ATTN 3399 Powell St : Wood in gap lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 181_0.00 $ 1. 0.00 182 0 0 0 37. 837486 - 122. 3152 ATTN 3399 Powell St : Wood in gap sunken https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 182_0.00 $ 1. 0.00 183 4 1 10 37. 837205 - 122. 3148 3399 Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 13 148189_ 183_3.13 $ 1. 127. 13 184 4 1 10 37. 837179 - 122. 3144 3399 Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 13 148189_ 184_3.13 $ 1. 127. 13 Date created - 8/17/2022 5 of 10
DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 No. Max Ht.
1/ 8 of In.)
Min Ht.
1/ 8 of In.)
Length
Feet)
Latitude Longitude Description R& R SqFt Before Picture After Picture Inch Feet InFt to Cut Cost Date Initial 185 2 0 4 37. 837139 - 122. 3142 Past 3399 Powell St : ATASP https:// s3- us- east- 2.amazonaws. com/ bbproduction/ 08- 2022/ Images/ 148189_ 185_ png0. 501. 0.50 $ 20. 34 186 0 0 0 37. 83712 - 122. 314 ATTN Past 3399 Powell St : Wood in gap lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 186_0.00 $ 1. 0.00 187 0 0 0 37. 837074 - 122. 3137 ATTN Past 3399 Powell St : Little speed bump lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 187_0.00 $ 1. 0.00 188 0 0 0 37. 837322 - 122. 3139 ATTN 3399 Powell St : Asphalt lifted against asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 188_0.00 $ 1. 0.00 189 0 0 0 37. 837261 - 122. 3142 ATTN 3399 Powell St : Wood on top of slab https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 189_0.00 $ 1. 0.00 190 2 0 1 37. 837231 - 122. 3144 3399 Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 13 148189_ 190_0.13 $ 1. 5.09 191 2 2 1.5 37. 837231 - 122. 3144 3399 Powell St : ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 148189_ 191_0.38 $ 1. 15. 26 192 4 2 2.5 37. 837234 - 122. 3144 3399 Powell St : ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 94 148189_ 192_0.94 $ 1. 38. 14 193 2 1 1.5 37. 837241 - 122. 3144 3399 Powell St : ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 28 148189_ 193_0.28 $ 1. 11. 44 194 0 0 0 37. 837273 - 122. 3144 ATTN 3399 Powell St : Asphalt lifted against curb. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 194_0.00 $ 1. 0.00 195 0 0 0 37. 837067 - 122. 3128 ATTN Across 3306 Powell St : Asphalt lifted against asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 195_0.00 $ 1. 0.00 196 0 0 0 37. 837082 - 122. 3127 ATTN Across 3306 Powell St : Asphalt lifted against asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 196_0.00 $ 1. 0.00 197 0 0 0 37. 83707 - 122. 3119 ATTN Past Across 3306 Powell St : Asphalt lifted against curb https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 197_0.00 $ 1. 0.00 198 0 0 0 37. 837078 - 122. 3107 ATTN Past Across 3306 Powell St : Asphalt lifted against curb https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 198_0.00 $ 1. 0.00 199 4 0 1 37. 837048 - 122. 3075 Across 2 Anchor Dr On Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 25 148189_ 199_0.25 $ 1. 10. 17 200 4 0 1.5 37. 837017 - 122. 3075 Across 2 Anchor Dr On Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 148189_ 200_0.38 $ 1. 15. 26 201 0 0 0 37. 837029 - 122. 3073
ATTN Across 2 Anchor Dr On Powell St : Asphalt lifted at curb.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 201_0.00 $ 1. 0.00 202 3 0 1 37. 837036 - 122. 3071 Across 2 Anchor Dr On Powell St : ATASP LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 19 148189_ 202_0.19 $ 1. 7.63 203 4 2 12 37. 837036 - 122. 3071 Across 2 Anchor Dr On Powell St : ATCURB LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png4. 50 148189_ 203_4.50 $ 1. 183. 06 204 2 1 12. 5 37. 837012 - 122. 3071 Across 2 Anchor Dr On Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 34 148189_ 204_2.34 $ 1. 95. 34 205 0 0 0 37. 837051 - 122. 3069 ATTN Across 2 Anchor Dr On Powell St : Asphalt lifted at curb https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 205_0.00 $ 1. 0.00 206 5 1 6 37. 837009 - 122. 3062 Across 2 Admiral Dr On Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 25 148189_ 206_2.25 $ 1. 91. 53 207 8 4 12 37. 837029 - 122. 3062 Across 2 Admiral Dr On Powell St : ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png9. 00 148189_ 207_9.00 $ 1. 366. 12 208 9 0 4 37. 837002 - 122. 3062 Across 2 Admiral Dr On Powell St : ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 25 148189_ 208_2.25 $ 1. 91. 53 209 3 0 3.5 37. 837055 - 122. 3061 Across 2 Admiral Dr On Powell St : ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 66 148189_ 209_0.66 $ 1. 26. 70 210 4 1 1.5 37. 837048 - 122. 3061 Across 2 Admiral Dr On Powell St : ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 47 148189_ 210_0.47 $ 1. 19. 07 211 0 0 0 37. 837051 - 122. 3061
ATTN Across 2 Admiral Dr On Powell St : Asphalt lifted at curb
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 211_0.00 $ 1. 0.00 212 0 0 0 37. 837048 - 122. 3057 RR Across 2 Admiral Dr On Powell St : Curb broken 9 https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 212_0.00 $ 1. 0.00 213 3 0 7 37. 837017 - 122. 3048 Across 2 Commodore Dr On Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 31 148189_ 213_1.31 $ 1. 53. 39 214 4 0 2.5 37. 837048 - 122. 3047 Across 2 Commodore Dr On Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 63 148189_ 214_0.63 $ 1. 25. 43 215 10 0 5.5 37. 837013 - 122. 3048 Across 2 Commodore Dr On Powell St : OG XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 44 148189_ 215_3.44 $ 1. 139. 84 216 3 0 1 37. 83704 - 122. 3047 Across 2 Commodore Dr On Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 19 148189_ 216_0.19 $ 1. 7.63 217 0 0 0 37. 837036 - 122. 3047 RR Across 2 Commodore Dr On Powell St : Curb Broken 4.5 https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 217_0.00 $ 1. 0.00 218 2 0 3.5 37. 837002 - 122. 3043 Before 2449 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 44 148189_ 218_0.44 $ 1. 17. 80 219 2 0 2.5 37. 837004 - 122. 3043 Before 2449 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 31 148189_ 219_0.31 $ 1. 12. 71 220 1 0 2 37. 837048 - 122. 3043 Before 2449 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 13 148189_ 220_0.13 $ 1. 5.09 221 2 0 2.5 37. 83703 - 122. 3043 Before 2449 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 31 148189_ 221_0.31 $ 1. 12. 71 222 2 0 2 37. 837057 - 122. 3043 Before 2449 Powell St : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 25 148189_ 222_0.25 $ 1. 10. 17 Date created - 8/17/2022 6 of 10
DocuSign Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 https://s3-useast-2.amazonaws.c
om/
bbproduction/08-202
2/
Images/148189_185
_1.png
DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 No. Max Ht.
1/ 8 of In.)
Min Ht.
1/ 8 of In.)
Length
Feet)
Latitude Longitude Description R& R SqFt Before Picture After Picture Inch Feet InFt to Cut Cost Date Initial 223 3 0 3 37. 837021 - 122. 3043 Before 2449 Powell St : OG XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 56 148189_ 223_0.56 $ 1. 22. 88 224 4 0 4.5 37. 837027 - 122. 3043 Before 2449 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 13 148189_ 224_1.13 $ 1. 45. 77 225 4 0 12 37. 837033 - 122. 3042 2449 Powell St : ATCURB https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 00 148189_ 225_3.00 $ 1. 122. 04 226 2 0 7 37. 83707 - 122. 3039 2449 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 88 148189_ 226_0.88 $ 1. 35. 60 227 2 2 4 37. 837003 - 122. 3039 2449 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 00 148189_ 227_1.00 $ 1. 40. 68 228 5 3 0.5 37. 837016 - 122. 3038 2449 Powell St : CURBCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 25 148189_ 228_0.25 $ 1. 10. 17 229 5 0 13 37. 837031 - 122. 3039 2449 Powell St : ATCURB LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png4. 06 148189_ 229_4.06 $ 1. 165. 26 230 2 0 5 37. 837 - 122. 3038 2449 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 63 148189_ 230_0.63 $ 1. 25. 43 231 2 1 6 37. 837006 - 122. 3038 2449 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 13 148189_ 231_1.13 $ 1. 45. 77 232 0 0 0 37. 836967 - 122. 3035 ATTN 2333 Powell St : Tricated dome lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 232_0.00 $ 1. 0.00 233 2 0 3 37. 836993 - 122. 3035 2333 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 148189_ 233_0.38 $ 1. 15. 26 234 2 0 2.5 37. 836971 - 122. 3034 2333 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 31 148189_ 234_0.31 $ 1. 12. 71 235 2 1 3 37. 836929 - 122. 3034 2333 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 56 148189_ 235_0.56 $ 1. 22. 88 236 0 0 0 37. 836945 - 122. 3033 ATTN 2333 Powell St : Lid lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 236_0.00 $ 1. 0.00 237 8 2 7 37. 836994 - 122. 3032 2333 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png4. 38 148189_ 237_4.38 $ 1. 177. 98 238 0 0 0 37. 837086 - 122. 3032 RR 2333 Powell St : crack wider than 2 in 19. 25 https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 238_0.00 $ 1. 0.00 239 0 0 0 37. 837065 - 122. 3032 ATTN 2333 Powell St : PGE high voltage lid lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 239_0.00 $ 1. 0.00 240 2 0 1 37. 836996 - 122. 3032 2333 Powell St : ASPCUT XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 13 148189_ 240_0.13 $ 1. 5.09 241 3 0 4 37. 836998 - 122. 3032 2333 Powell St : ATASP XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 75 148189_ 241_0.75 $ 1. 30. 51 242 0 0 0 37. 837006 - 122. 3032 ATTN 2333 Powell St : Curb lifted at asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 242_0.00 $ 1. 0.00 243 7 1 5.5 37. 83705 - 122. 3031 Past 2333 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 75 148189_ 243_2.75 $ 1. 111. 87 244 8 2 5.5 37. 837005 - 122. 3031 Past 2333 Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 44 148189_ 244_3.44 $ 1. 139. 84 245 0 0 0 37. 837009 - 122. 3031 ATTN Past 2333 Powell St : Curb lifted at asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 245_0.00 $ 1. 0.00 246 0 0 0 37. 837025 - 122. 3029 ATTN Past 2333 Powell St : Storm drain cement lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 246_0.00 $ 1. 0.00 247 0 0 0 37. 837029 - 122. 3029
ATTN Past 2333 Powell St : Asphalt around storm drain
broken.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 247_0.00 $ 1. 0.00 248 0 0 0 37. 837029 - 122. 3028 ATTN Across 2390 Powell St : Asphalt messed up https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 248_0.00 $ 1. 0.00 249 4 2 2 37. 837051 - 122. 3027 Across 2390 Powell St : ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 75 148189_ 249_0.75 $ 1. 30. 51 250 4 2 2.5 37. 83704 - 122. 3027 Across 2390 Powell St : ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 94 148189_ 250_0.94 $ 1. 38. 14 251 5 2 2 37. 837021 - 122. 3027 Across 2390 Powell St : ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 88 148189_ 251_0.88 $ 1. 35. 60 252 0 0 0 37. 837021 - 122. 3027
ATTN Across 2390 Powell St : Curb lifted at asphalt all the way down.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 252_0.00 $ 1. 0.00 253 0 0 0 37. 837009 - 122. 3026 ATTN Across 2390 Powell St : Corner of asphalt missing https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 253_0.00 $ 1. 0.00 254 0 0 0 37. 837029 - 122. 3022 ATTN Across 2320 Powell St : Corner of asphalt missing https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 254_0.00 $ 1. 0.00 255 0 0 0 37. 837021 - 122. 3021
ATTN Across 2320 Powell St : Corner of asphalt lifted against asphalt
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 255_0.00 $ 1. 0.00 256 3 1 2 37. 837032 - 122. 302 Across 2320 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 50 148189_ 256_0.50 $ 1. 20. 34 257 3 1 2 37. 837044 - 122. 302 Across 2320 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 50 148189_ 257_0.50 $ 1. 20. 34 258 0 0 0 37. 83704 - 122. 3016 ATTN Across 2200 Powell St : asphalt lifted against asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 258_0.00 $ 1. 0.00 259 0 0 0 37. 837048 - 122. 3016 ATTN Across 2200 Powell St : asphalt missing https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 259_0.00 $ 1. 0.00 260 0 0 0 37. 837038 - 122. 3014 ATTN Across 2200 Powell St : asphalt lifted against asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 260_0.00 $ 1. 0.00 Date created - 8/17/2022 7 of 10
DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 No. Max Ht.
1/ 8 of In.)
Min Ht.
1/ 8 of In.)
Length
Feet)
Latitude Longitude Description R& R SqFt Before Picture After Picture Inch Feet InFt to Cut Cost Date Initial 261 0 0 0 37. 837011 - 122. 3013 ATTN Across 2200 Powell St : asphalt lifted against asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 261_0.00 $ 1. 0.00 262 8 1 6 37. 837031 - 122. 3011 Across 2200 Powell St : ATASP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 38 148189_ 262_3.38 $ 1. 137. 30 263 4 3 3 37. 836989 - 122. 3011 Across 2200 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 31 148189_ 263_1.31 $ 1. 53. 39 264 4 0 8 37. 837066 - 122. 3011 Across 2200 Powell St : CURBCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 00 148189_ 264_2.00 $ 1. 81. 36 265 0 0 0 37. 837086 - 122. 3011 ATTN Across 2200 Powell St : Asphalt missing https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 265_0.00 $ 1. 0.00 266 0 0 0 37. 837082 - 122. 3011
ATTN Across 2200 Powell St : Curb lifted against asphalt all the way down
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 266_0.00 $ 1. 0.00 267 0 0 0 37. 83712 - 122. 3008 ATTN Across 2200 Powell St : Asphalt lifted against asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 267_0.00 $ 1. 0.00 268 0 0 0 37. 837135 - 122. 3008 ATTN Across 2200 Powell St : lighting traffic signal lids lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 268_0.00 $ 1. 0.00 269 0 0 0 37. 837132 - 122. 3006 ATTN Across 2200 Powell St : asphalt lifted cracked https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 269_0.00 $ 1. 0.00 270 0 0 0 37. 837154 - 122. 3005 ATTN Across 2000 Powell St : Curb lifted against asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 270_0.00 $ 1. 0.00 271 5 0 3.5 37. 837166 - 122. 3004 Across 2000 Powell St : ASPCUT XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 09 148189_ 271_1.09 $ 1. 44. 49 272 2 0 6.5 37. 837189 - 122. 3003 Across 2000 Powell St : ATASP XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 81 148189_ 272_0.81 $ 1. 33. 05 273 2 0 5.5 37. 837181 - 122. 3003 Across 2000 Powell St : ASPCUT XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 69 148189_ 273_0.69 $ 1. 27. 97 274 5 1 16 37. 837177 - 122. 3003 Across 2000 Powell St : CURBCUT. DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png6. 00 148189_ 274_6.00 $ 1. 244. 08 275 6 5 1.5 37. 83717 - 122. 3002 Across 2000 Powell St : ATASP LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 03 148189_ 275_1.03 $ 1. 41. 95 276 6 0 5 37. 837204 - 122. 3002 Across 2000 Powell St : ATASP LCUT XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 88 148189_ 276_1.88 $ 1. 76. 28 277 6 0 4 37. 837227 - 122. 3002 Across 2000 Powell St : ASPCUT XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 50 148189_ 277_1.50 $ 1. 61. 02 278 0 0 0 37. 837212 - 122. 3
ATTN Across 2000 Powell St : Asphalt lifted around lid lid lifted
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 278_0.00 $ 1. 0.00 279 0 0 0 37. 837273 - 122. 2997 ATTN Across 1900 Powell St : Asphalt lifted cracked https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 279_0.00 $ 1. 0.00 280 0 0 0 37. 837329 - 122. 2995 ATTN Across 1900 Powell St : Asphalt lifted cracked https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 280_0.00 $ 1. 0.00 281 0 0 0 37. 837409 - 122. 2992 ATTN Across 1900 Powell St : Asphalt lifted cracked https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 281_0.00 $ 1. 0.00 282 8 0 17 37. 837376 - 122. 2992 Across 1900 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png8. 50 148189_ 282_8.50 $ 1. 345. 78 283 0 0 0 37. 837395 - 122. 2992
ATTN Across 1900 Powell St : Asphalt lifted against curb curb lifted at asphalt
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 283_0.00 $ 1. 0.00 284 0 0 0 37. 837429 - 122. 299 ATTN Across 1900 Powell St : Asphalt lifted cracked https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 284_0.00 $ 1. 0.00 285 0 0 0 37. 837484 - 122. 2988 ATTN Across 1900 Powell St : Asphalt lifted against curb https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 285_0.00 $ 1. 0.00 286 0 0 0 37. 837531 - 122. 2986 ATTN Across 1800 Powell St : Curb lifted against asphalt https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 286_0.00 $ 1. 0.00 287 0 0 0 37. 837573 - 122. 2981 ATTN Across 1800 Powell St : PGE high voltage lid lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 287_0.00 $ 1. 0.00 288 4 3 1.5 37. 837628 - 122. 298 Across 1800 12 Powell St : ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 66 148189_ 288_0.66 $ 1. 26. 70 289 2 0 1.5 37. 837624 - 122. 298 Across 1800 12 Powell St : ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 19 148189_ 289_0.19 $ 1. 7.63 290 4 2 1.5 37. 837628 - 122. 298 Across 1800 12 Powell St : ASPCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 56 148189_ 290_0.56 $ 1. 22. 88 291 0 0 0 37. 837701 - 122. 2977 ATTN Across 1800 12 Powell St : High voltage lid lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 291_0.00 $ 1. 0.00 292 0 0 0 37. 837722 - 122. 2976 ATTN Across 1800 12 Powell St : High voltage lid lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 292_0.00 $ 1. 0.00 293 8 0 7.5 37. 837714 - 122. 2975 Across 1800 12 Powell St : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 75 148189_ 293_3.75 $ 1. 152. 55 294 4 3 1.5 37. 83774 - 122. 2975 Across 1800 12 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 66 148189_ 294_0.66 $ 1. 26. 70 295 3 1 2.5 37. 83775 - 122. 2975 Across 1800 12 Powell St : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 63 148189_ 295_0.63 $ 1. 25. 43 296 2 0 3.5 37. 837757 - 122. 2975 Across 1800 12 Powell St : JUMP https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 44 148189_ 296_0.44 $ 1. 17. 80 297 0 0 0 37. 846185 - 122. 2996 ATTN Past Point Emery : Asphalt lifted cracked https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 297_0.00 $ 1. 0.00 298 16 3 10 37. 841278 - 122. 2978 Before 2100 Powell St On Frontage Rd : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png11. 88 148189_ 298_ 11. 88 $ 1. 483. 08 Date created - 8/17/2022 8 of 10
DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 No. Max Ht.
1/ 8 of In.)
Min Ht.
1/ 8 of In.)
Length
Feet)
Latitude Longitude Description R& R SqFt Before Picture After Picture Inch Feet InFt to Cut Cost Date Initial 299 0 0 0 37. 841175 - 122. 2978
ATTN Before 2100 Powell St On Frontage : pavers should be re adjusted.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_DO299_ NOT1.CUT DO NOT CUT 300 0 0 0 37. 841099 - 122. 2978
ATTN Before 2100 Powell St On Frontage : pavers should be re adjusted.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_DO300_ NOT1.CUT DO NOT CUT 301 0 0 0 37. 841059 - 122. 2977
ATTN Before 2100 Powell St On Frontage : pavers should be re adjusted.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_DO301_ NOT1.CUT DO NOT CUT 302 0 0 0 37. 840987 - 122. 2978
ATTN Before 2100 Powell St On Frontage : pavers should be re adjusted.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_DO302_ NOT1.CUT DO NOT CUT 303 0 0 0 37. 840588 - 122. 2978
ATTN Before 2100 Powell St On Frontage : pavers should be re adjusted.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_DO303_ NOT1.CUT DO NOT CUT 304 0 0 0 37. 840478 - 122. 2979
ATTN Before 2100 Powell St On Frontage : tree planter box lifted.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_DO304_ NOT1.CUT DO NOT CUT 305 8 0 4.5 37. 839856 - 122. 2981 2100 Powell St On Frontage : CURBCUT at pavers. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 25 148189_ 305_2.25 $ 1. 91. 53 306 0 0 0 37. 83987 - 122. 298 RR 2100 Powell St On Frontage : curb lifted past 2 in 4.5 https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 306_0.00 $ 1. 0.00 307 5 0 31. 5 37. 839848 - 122. 298 2100 Powell St On Frontage : CURBCUT at pavers https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png9. 84 148189_ 307_9.84 $ 1. 400. 44 308 6 0 109. 5 37. 839558 - 122. 298 2100 Powell St On Frontage : CURBCUT at pavers https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png41. 06 148189_ 308_ 41. 06 $ 1. 1,670. 42 309 5 0 14 37. 839384 - 122. 2981 2100 Powell St On Frontage : CURBCUT at pavers https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png4. 38 148189_ 309_4.38 $ 1. 177. 98 310 0 0 0 37. 839321 - 122. 298 ATTN 2100 Powell St On Frontage : Lids lifted https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 310_0.00 $ 1. 0.00 311 4 0 44. 5 37. 839195 - 122. 2979 2100 Powell St On Frontage : CURBCUT at pavers https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png11. 13 148189_ 311_ 11. 13 $ 1. 452. 57 312 0 0 0 37. 839088 - 122. 2979
ATTN 2100 Powell St On Frontage : Pavers lifted at street lighting lid.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148189_ 312_0.00 $ 1. 0.00 313 4 0 3.5 37. 839088 - 122. 2979 2100 Powell St On Frontage : CURBCUT at pavers https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 88 148189_ 313_0.88 $ 1. 35. 60 314 8 0 9.5 37. 839061 - 122. 2979 2100 Powell St On Frontage : CURBCUT at pavers LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png4. 75 148189_ 314_4.75 $ 1. 193. 23 315 8 1 13 37. 839064 - 122. 2978 2100 Powell St On Frontage : at pavers LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png7. 31 148189_ 315_7.31 $ 1. 297. 47 316 5 0 22 37. 839013 - 122. 2977 2100 Powell St On Frontage : ATCURB. DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png6. 88 148189_ 316_6.88 $ 1. 279. 68 317 2 0 7 37. 839009 - 122. 2978 2100 Powell St On Frontage : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 88 148189_ 317_0.88 $ 1. 35. 60 318 6 0 6.5 37. 838926 - 122. 2977 1800 Powell St On Frontage Rd : at pavers https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 44 148189_ 318_2.44 $ 1. 99. 16 319 3 0 5 37. 838923 - 122. 2977 1800 Powell St On Frontage Rd : at pavers https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 94 148189_ 319_0.94 $ 1. 38. 14 320 2 0 4.5 37. 838838 - 122. 2977 1800 Powell St On Frontage Rd : at pavers https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 56 148189_ 320_0.56 $ 1. 22. 88 321 3 0 3 37. 838817 - 122. 2976 1800 Powell St On Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 56 148189_ 321_0.56 $ 1. 22. 88 322 2 0 38 37. 838572 - 122. 2975 1800 Powell St On Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png4. 75 148189_ 322_4.75 $ 1. 193. 23 323 2 0 8.5 37. 838373 - 122. 2975 1800 Powell St On Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 06 148189_ 323_1.06 $ 1. 43. 22 324 2 0 4 37. 837242 - 122. 3047 ADDON 3 Commodore Dr On Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 50 148189_ 324_0.50 $ 1. 20. 34 325 3 0 1.5 37. 837212 - 122. 3036 ADDON Across 2449 Powell St : LCUT to 104. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 28 148189_ 325_0.28 $ 1. 11. 44 326 8 1 11. 5 37. 840036 - 122. 3147 ADDON Restroom Bldg : ASPCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png6. 47 148189_ 326_6.47 $ 1. 263. 15 327 3 0 5 37. 837643 - 122. 2992 ADDON 1900 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 94 148681_ 1_0.1.94 $ 38. 14 328 3 0 9.5 37. 837448 - 122. 3003 ADDON 2000 Powell St : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 78 148681_ 2_1.1.78 $ 72. 46 329 6 1 49 37. 837269 - 122. 3018 ADDON 2200 Powell St : CURBCUT DANGER https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png21. 44 148681_ 3_21. 1.44 $ 872. 08 330 3 0 1.5 37. 837032 - 122. 3076 ADDON Across 2 Anchor Dr on Powell St : At asphalt. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 28 148681_ 4_0.1.28 $ 11. 44 331 3 0 15. 5 37. 841187 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 91 148681_ 5_2.1.91 $ 118. 23 332 3 1 3.5 37. 84113 - 122. 2977 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 88 148681_ 6_0.1.88 $ 35. 60 333 0 0 0 37. 841118 - 122. 2977
ADDON ATTN Before 2100 Powell St on Frontage Rd : Metal cover at tree lifted.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148681_ 7_0.1.00 $ 0.00 334 4 0 3 37. 841087 - 122. 2977 ADDON Before 2100 Powell St on Frontage Rd : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 75 148681_ 8_0.1.75 $ 30. 51 335 3 0 2.5 37. 841087 - 122. 2977 ADDON Before 2100 Powell St on Frontage Rd : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 47 148681_ 9_0.1.47 $ 19. 07 336 3 1 7 37. 841095 - 122. 2977 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 75 148681_ 10_1.1. 75 $ 71. 19 Date created - 8/17/2022 9 of 10
DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 No. Max Ht.
1/ 8 of In.)
Min Ht.
1/ 8 of In.)
Length
Feet)
Latitude Longitude Description R& R SqFt Before Picture After Picture Inch Feet InFt to Cut Cost Date Initial 337 3 0 4.5 37. 841045 - 122. 2977 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 84 148681_ 11_0.1. 84 $ 34. 32 338 3 2 3.5 37. 841053 - 122. 2977 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 09 148681_ 12_1.1. 09 $ 44. 49 339 4 1 3.5 37. 84103 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 09 148681_ 13_1.1. 09 $ 44. 49 340 5 1 3.5 37. 84103 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 31 148681_ 14_1.1. 31 $ 53. 39 341 5 0 4 37. 841022 - 122. 2977 ADDON Before 2100 Powell St on Frontage Rd : LCUT XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 25 148681_ 15_1.1. 25 $ 50. 85 342 4 0 4.5 37. 841007 - 122. 2977 ADDON Before 2100 Powell St on Frontage Rd : XCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 13 148681_ 16_1.1.3 $ 45. 77 343 7 0 5 37. 841003 - 122. 2977 ADDON Before 2100 Powell St on Frontage Rd : XCUT LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 19 148681_ 17_2.1.9 $ 88. 99 344 7 0 2 37. 840988 - 122. 2977 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 88 148681_ 18_0.1. 88 $ 35. 60 345 3 0 1.5 37. 840992 - 122. 2977 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 28 148681_ 19_0.1. 28 $ 11. 44 346 3 0 1.5 37. 840988 - 122. 2977 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 28 148681_ 20_0.1. 28 $ 11. 44 347 6 0 11 37. 840931 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png4. 13 148681_ 21_4.1.3 $ 167. 81 348 3 1 3.5 37. 840927 - 122. 2977 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 88 148681_ 22_0.1. 88 $ 35. 60 349 6 1 3.5 37. 840771 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 53 148681_ 23_1.1. 53 $ 62. 29 350 6 4 4.5 37. 840748 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 81 148681_ 24_2.1. 81 $ 114. 41 351 4 0 1.5 37. 840767 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 38 148681_ 25_0.1. 38 $ 15. 26 352 4 0 5 37. 840763 - 122. 2979 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 25 148681_ 26_1.1. 25 $ 50. 85 353 4 0 3 37. 840706 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 75 148681_ 27_0.1. 75 $ 30. 51 354 3 1 4 37. 840706 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 00 148681_ 28_1.1. 00 $ 40. 68 355 3 1 1 37. 840714 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 25 148681_ 29_0.1. 25 $ 10. 17 356 4 0 5.5 37. 840702 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 38 148681_ 30_1.1. 38 $ 55. 94 357 4 1 6.5 37. 840641 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 03 148681_ 31_2.1. 03 $ 82. 63 358 4 1 7 37. 840652 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 19 148681_ 32_2.1.9 $ 88. 99 359 3 0 1.5 37. 84066 - 122. 2978 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 28 148681_ 33_0.1. 28 $ 11. 44 360 6 1 14. 5 37. 840649 - 122. 2979 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png6. 34 148681_ 34_6.1. 34 $ 258. 06 361 5 1 6.5 37. 840626 - 122. 2979 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 44 148681_ 35_2.1. 44 $ 99. 16 362 5 1 7 37. 840626 - 122. 2979 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 63 148681_ 36_2.1. 63 $ 106. 79 363 2 0 2.5 37. 840618 - 122. 2979 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 31 148681_ 37_0.1. 31 $ 12. 71 364 3 1 5.5 37. 840611 - 122. 2979 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 38 148681_ 38_1.1. 38 $ 55. 94 365 4 1 13 37. 840565 - 122. 2979 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png4. 06 148681_ 39_4.1. 06 $ 165. 26 366 4 1 10 37. 840576 - 122. 2978
ADDON Before 2100 Powell St on Frontage Rd : ATCURB
MVCAR
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 13 148681_ 40_3.1.3 $ 127. 13 367 3 0 10. 5 37. 840508 - 122. 2979 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png1. 97 148681_ 41_1.1. 97 $ 80. 09 368 0 0 0 37. 840458 - 122. 2979
ADDON ATTN Before 2100 Powell St on Frontage Rd : Hole
needs patch.
https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148681_ 42_0.1. 00 $ 0.00 369 4 1 6.5 37. 840416 - 122. 2979 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 03 148681_ 43_2.1. 03 $ 82. 63 370 3 1 12. 5 37. 840405 - 122. 2979 ADDON Before 2100 Powell St on Frontage Rd : LCUT https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png3. 13 148681_ 44_3.1.3 $ 127. 13 371 4 1 7.5 37. 840359 - 122. 2979 ADDON Before 2100 Powell St on Frontage Rd : https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png2. 34 148681_ 45_2.1. 34 $ 95. 34 372 0 0 0 37. 839905 - 122. 298 ADDON ATTN 2100 Powell St on Frontage Rd : Pavers uneven. https:// s3- us- east- 2. amazonaws. com/ bbproduction/ 08- 2022/ Images/ png0. 00 148681_ 46_0.1. 00 $ 0.00 Date created - 8/17/2022 10 of 10
DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 Sidewalk Repair Survey
Aerial view mapping the locations that are noted in the sidewalk repair survey perform ed by Prec ision Conc rete.

Legend
Conc rete Survey Loc ation
Emeryville Polic e Departm ent
Res troom
Shell
1000 ft
NN
Image Landsat / Copernic us
Image Landsat / Copernicus
DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33

C A L I F O R N I A
REV 08/2020 Page 1 of 5

E X H I B I T B
Contract Insurance Requirements
As used in this Exhibit B, Contractor refers to PRECISION CONCRETE CUTTING.

1. MINIMUM REQUIREMENTS
Contractor shall, at its expense, procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Work or Services required by the Contract hereunder by Contractor, its agents, representatives, employees or subcontractors. Contractor shall also require all of its subcontractors to procure and maintain the same insurance for the duration of the Contract. Such insurance shall meet at least the following minimum levels of coverage, as checked below:

1.1 Minimum Scope of Insurance
Coverage shall be at least as broad as the latest version of the following:

General Liability
Insurance Services Office Commercial General Liability coverage (occurrence form CG 00 01).

Automobile Liability
Insurance Services Office Business Auto Coverage form number CA 00 01, code 1 (any auto) or if Contractor owns no vehicles, this requirement may be met through a non-owned auto endorsement to the General Liability Policy.

Professional Liability / Errors and Omissions
Written on a policy form specifically designed to protect against acts, errors or omissions of the Contractor wherein “Covered Professional Services” as designated in the policy must specifically include Services performed under this Contract.

Workers’ Compensation and Employer’s Liability
Workers’ Compensation insurance as required by the State of California and Employer’s Liability Insurance. Policies shall not contain exclusions contrary to this Contract.

Pollution Liability Insurance
Pollution Liability insurance for claims arising from the discharge, dispersal release or escape or any irritant or contaminant into or upon land, any structure, the atmosphere, watercourse or body of water, including groundwater. This shall DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Contract Insurance Requirements ( Exhibit B) REV 08/2020

include on and off-site clean up and emergency response costs and claims arising from above ground and below ground storage tanks.

1.2 Minimum Limits of Insurance
Contractor shall maintain limits no less than:

General Liability
1,000,000.00 per occurrence and $2,000,000.00 aggregate for bodily injury, personal injury and property damage, including without limitation, blanket contractual liability.

OR
2,000,000.00 per occurrence and $4,000,000.00 aggregate for bodily injury, personal injury and property damage, including without limitation, blanket contractual liability, and coverage for explosion, collapse and underground property damage hazards.

Automobile Liability
2,000,000.00 per accident for bodily injury and property damage.

Professional Liability / Errors and Omissions
2,000,000.00 per claim and aggregate.

Workers’ Compensation and Employer’s Liability
Workers’ compensation limits as required by the Labor Code of the State of California. Employer’s Liability limits of $1,000,000.00 each accident, policy limit bodily injury or disease, and each employee bodily injury or disease.

Pollution Liability Insurance
2,000,000.00 per occurrence and $2,000,000.00 aggregate.

Except for the professional liability / errors and omissions policy, defense costs shall be available in addition to the limits. Notwithstanding the minimum limits specified herein, any available coverage shall be provided to the Parties required to be named as additional insureds pursuant to this Contract.

2. INSURANCE ENDORSEMENTS
The insurance policies shall contain the following provisions, if checked, or Contractor shall provide endorsements (amendments) on forms supplied or approved by the City to add the following provisions, if checked, to the insurance policies:

DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Contract Insurance Requirements ( Exhibit B) REV 08/2020

General Liability
1) Such policy shall provide the City, its officials, employees, agents and authorized volunteers additional insured status using ISO endorsements CG20 10 or CG20 37, or endorsements providing the exact same coverage, with respect to the work or operations performed by or on behalf of Contractor, including materials, parts or equipment furnished in connection with such work; 2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; ( 3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and authorized volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or self-insurance maintained by the City, its officials, employees, agents and authorized volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it; and (4) the insurance coverage shall contain standard separation of insureds provisions.

Automobile Liability
1) Such policy shall provide the City, its officials, employees, agents and authorized volunteers additional insured status with respect to the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by Contractor or for which Contractor is responsible; (2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; and (3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and authorized volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or self -insurance maintained by the City, its officials, employees, agents and authorized volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it in any way.

Professional Liability Coverage
Any policy inception date, continuity date, or retroactive date must be before the effective date of this Contract and Contractor agrees to maintain continuous coverage through a period no less than three years after termination of the Contract.

DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Contract Insurance Requirements ( Exhibit B) REV 08/2020

Workers’ Compensation and Employer’s Liability Coverage The insurer shall agree to waive all rights of subrogation against the City, its officials, employees, agents and authorized volunteers for losses paid under the terms of the insurance policy which arise from work performed by Contractor.

Pollution Liability Coverage
1) Such policy shall give the City, its officials, employees, agents and authorized volunteers additional insured status with respect to claims arising from the discharge, dispersal release or escape or any irritant or contaminant into or upon land, any structure, the atmosphere, watercourse or body of water, including groundwater; (2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; and (3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and authorized volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or self -insurance maintained by the City, its officials, employees, agents and authorized volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it in any way.

ALL COVERAGES
Each insurance policy required by this Contract shall be endorsed to state that: (1) coverage shall not be suspended, voided, reduced or canceled except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City; and (2) any failure to comply with reporting or other provisions of the policies, including breaches of warranties, shall not affect coverage provided to the City, its officials, employees, agents and authorized volunteers.

3. NO SPECIAL LIMITATIONS
The required insurance shall not contain any special limitations on the scope of protection afforded to the City, its officials, employees, agents and authorized volunteers.

4. DEDUCTIBLES AND SELF-INSURANCE RETENTIONS
Any deductibles or self-insured retentions must be declared to and approved by the City. Contractor shall guarantee that, at the option of the City, either: (1) the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officials, employees, agents and authorized volunteers; or (2) the Contractor shall procure a bond or other financial guarantee acceptable to the City guaranteeing payment of losses and related investigation costs, claims and administrative and defense expenses.

DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Contract Insurance Requirements ( Exhibit B) REV 08/2020

5. ACCEPTABILITY OF INSURERS
Insurance is to be placed with insurers with a current A.M. Best’s rating no less than A-:VII, licensed to do business in California, and satisfactory to the City. Exception may be made for the State Compensation Insurance Fund when not specifically rated.

6. VERIFICATION OF COVERAGE
Contractor shall furnish City with original certificates of insurance and endorsements effecting coverage required by this Contract on forms satisfactory to the City. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf, and shall be on forms supplied or approved by the City. All certificates and endorsements must be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, at any time.

7. SUBCONTRACTORS
All subcontractors shall meet the requirements of this Section before commencing any work. Contractor shall furnish separate certificates and endorsements for each subcontractor. Subcontractor policies of General Liability insurance shall name the City, its officials, employees, agents and authorized volunteers as additional insureds using form ISO 20 38 04 13 or endorsements providing the exact same coverage. All coverages for subcontractors shall be subject to all of the requirements stated herein except as otherwise agreed to by the City in writing.

8. REPORTING OF CLAIMS
Contractor shall report to the City, in addition to Contractor’s insurer, any and all insurance claims submitted by Contractor in connection with the work performed under this Contract.

Attach:

Insurance Certificate and Endorsements
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C A L I F O R N I A

M A I N T E N A N C E S E R V I C E S C O N T R A C T

E X H I B I T C
Other Requirements
As used in this Exhibit C, Contractor refers to PRECISION CONCRETE CUTTING. The Contractor shall comply with the following requirements as checked below:

DIFFERING SITE CONDITIONS
Contractor shall promptly, and before such conditions are disturbed, notify the Director of Public Works in writing of:

A. Material that Contractor believes may be material that is hazardous waste, as defined in California Health and Safety Code Section 25117, that is required to be removed to a Class I, Class II or class III disposal site in accordance with provisions of existing law;
B. Subsurface or latent physical conditions differing materially from those indicated in this Contract; or
C. Unknown physical conditions, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Contract.

The Director of Public Works shall promptly investigate the conditions. If the Director of Public Works finds that such conditions do materially differ and cause an increase or decrease in Contractor's cost of, or the time required for, performance of any part of the work under this Contract, whether or not changed as a result of such conditions, an equitable adjustment shall be made and the Contract modified in accordance with the change order procedures set forth herein.

In the event of any dispute between City and Contractor over the significance or existence of the changed conditions, Contractor shall not be excused from the scheduled completion date set forth herein, but shall retain such rights it may have as provided in these Contract Documents.

No claim of Contractor under this clause shall be allowed unless Contractor has given the notice required by this section, except that City may extend the prescribed time. No claim by Contractor for an equitable adjustment under this provision shall be allowed if asserted after final payment under this Contract.

DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Maintenance Services Contract: Other Requirements ( Exhibit C) REV03/ 2019

TRAFFIC CONTROL MEASURES
Contractor shall provide appropriate vehicular, pedestrian and bicycle traffic control measures.

A. Where facilities exist, a minimum sidewalk and bike path width of four (4) feet shall be maintained at all times for safe passage through the work area. At no time shall pedestrians be diverted onto a portion of the street used for vehicular traffic. At locations where adjacent alternate walkways cannot be provided, appropriate signs and barricades shall be installed at the limits of the construction site and in advance of the closure of the nearest crosswalk or intersection to divert pedestrians across the street. Access shall be maintained for persons with disabilities.

B. All Work shall be planned and carried out so that there is the least possible inconvenience to vehicular traffic, including deliveries to adjacent properties.

Warning signs, lights and safety devices and other measures shall conform to the requirements of the Manual of Traffic Controls issued by Caltrans. Traffic control for day or nighttime lane closures (if nighttime work is permitted) shall be in conformance with the Caltrans Standard Plans for Traffic Control Systems. Contractor is authorized to place properly attired flagger(s) to stop and warn traffic. Traffic shall not be unreasonably delayed. Flagging procedures shall be in conformance with the Instructions to Flaggers pamphlet and/or Manual of Traffic Controls for Construction and Maintenance Work Zones issues by Caltrans.

AIR POLLUTION CONTROL
Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes which apply to any Work performed pursuant to the Contract. Material to be disposed of shall not be burned, either inside or outside the Work site.

WATER POLLUTION CONTROL
Contractor shall exercise every reasonable precaution to protect streams, lakes, reservoirs, bays and coastal waters from pollution with fuels, oils, bitumens, calcium chloride and other harmful materials and shall conduct and schedule its operations so as to avoid or minimize muddying and silting of said streams, lakes, reservoirs, bays and coastal waters. Care shall be exercised to preserve roadside vegetation beyond the limits of construction.

STORM WATER POLLUTION PREVENTION STANDARDS
Contractor shall comply with City’s Storm Water Pollution Prevention standards at all times during operation of this contract by incorporating current Best Management Practices (BMP) for use during the work.

DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Maintenance Services Contract: Other Requirements ( Exhibit C) REV03/ 2019

SOUND CONTROL REQUIREMENTS
Contractor shall comply with all local sound control and noise level rules, regulations and ordinances which apply to any work performed pursuant to the Contract. Each internal combustion engine, used for any purpose on the job or related to the job, shall be equipped with a muffler of a type recommended by the manufacturer.

WEIGHT LIMITATIONS
Unless expressly permitted by the Director of Public Works, Contractor shall not operate construction equipment or vehicles of any kind which, laden or unladen, exceed the maximum weight limits set forth in Division 15 of the California Vehicle Code over completed or existing base, surfacing, pavement or structures.

SUBSURFACE EXCAVATIONS; NOTIFICATION
Attention is directed to Government Code Sections 4216 to 4216.9, and in particular Section 4216.2 which provides, in part:

Except in an emergency, every person planning to conduct any excavation shall contact the appropriate regional notification center at least two working days, but no more than 14 calendar days, prior to commencing that excavation, if the excavation will be conducted in an area which is known, or reasonably should be known, to contain subsurface installations other than the underground facilities owned or operated by the excavator, and, if practical, the excavator shall delineate with white paint or other suitable markings the area to be excavated.

The regional notification center shall provide an inquiry identification number to the person who contacts the center and shall notify any member, if known, who has a subsurface installation in the area of the proposed excavation." Contractor shall contact the regional notification center, “Underground Service Alert," and schedule the Work to allow ample time for the center to notify its members and, if necessary, for any member to field locate and mark its facilities.

TRENCH EXCAVATION SAFETY PLAN
Attention is directed to California Labor Code, Section 6705. At least five (5) days in advance of excavation of any trench five feet or more in depth, Contractor shall submit to the Director of Public Works a detailed plan showing the design of shoring, bracing, sloping and other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such plan varies from the shoring system standards established by the State Construction Safety Orders, the plan shall be prepared and signed by a registered civil or structural engineer. Nothing in this section shall be deemed to allow the use of a shoring, sloping or protective system less effective than that required by the Construction Safety Orders of the Division of Industrial Safety. Nothing in this section shall be construed to impose liability on City or its employees or agents.

DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33 City of Emeryville | Maintenance Services Contract: Other Requirements ( Exhibit C) REV03/ 2019

HAZARDOUS CHEMICALS AND WASTES
Should any release, discharge, leakage, spillage, emission or pollution of any hazardous chemicals or wastes occur due to Contractor’s acts or omissions, then Contractor at its sole cost, shall clean all affected property to the satisfaction of City and any governmental body with jurisdiction. Contractor shall immediately report any such release to the Director of Public Works.

If the performance of the Work outlined by these Contract Documents creates any hazardous wastes, Contractor shall properly dispose of such wastes in full accordance with federal, state and local laws, at its expense. Contractor shall provide City with written proof of its or its subcontractor’ s registration as a hazardous waste transporter.

OTHER REQUIREMENTS
Use this space to list any other requirements not stated above.

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DocuSign DocuSign Envelope ID: 3FD306FC-9161-4338-9BC7-0E9557BD0852 Envelope ID: E8C1FD0B- CE20- 474E-BF3E-EB8F31EE7F33