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HomeMy WebLinkAboutPW Downtown Sidewalk ShavingCITY OF SAN RAFAEL Department of Public Works 111 Morphew Avenue San Rafael, CA 94901 Public Works Contract for Projects up to $175,000 This public works contract ("Contract") is entered into by and between the City of San Rafael ("City") and Precision Emprise, LLC dba Precision Concrete Cutting ("Contractor"), an LLC authorized to do business in California, for work on the City's Downtown Sidewalk Shaving ("Project'), and is effective on 20(: Effective Date"). The parties agree as follows: 1. Scope of Work. Contractor will perform and provide all labor, materials, equipment, supplies, transportation, and any and all other items or services necessary to perform and complete the work required for the Project ("Work"), as specified in Exhibit A, Scope of Work, and according to the terms and conditions of this Contract, including all attachments to the Contract and any other documents and statutes incorporated by reference. To the extent that any attachment contains provisions that conflict or are inconsistent with the terms set forth in the body of this Contract, the Contract terms will control. This Project requires a valid California contractor's license for the following classification(s): A 2. Contract Documents. The Contract Documents incorporated into this Contract include and are comprised of all of the documents listed below: 2.1 Notice Inviting Bids; 2.2 Contract; 2.3 Addenda, if any; 2.4 Exhibit A — Scope of Work; 2.5 Exhibit B — Payment, Performance, and Bid Bonds; 2.6 Exhibit C — Noncollusion Declaration; 2.7 Exhibit D — Bid Schedule; 2.8 Exhibit E — Subcontractor List. 3. Contract Price. As full and complete compensation for Contractor's timely performance and completion of the Work in strict accordance with the terms and conditions of the Contract, City will pay Contractor $53,000 (the "Contract Price") for all of Contractor's direct and indirect costs to perform the Work, including all labor, materials, supplies, equipment, taxes, insurance, bonds and all overhead costs, in accordance with the payment provisions contained herein. 3.1 Payment. Contractor must submit an invoice on the first day of each month during the Contract Time, defined in Section 3 below, and/or upon completion, for the Work performed during the preceding month, itemizing labor, materials, equipment and any incidental costs incurred. Contractor warrants that title to all work, materials and equipment incorporated into the Work will pass to City free of any claims, liens, or encumbrances upon payment to Contractor. 3.2 Payment and Performance Bonds. If the Contract Price is over $25,000, then Contractor must provide City with a payment bond and a performance bond using the bond forms included in this Contract as Exhibit B, Bond Forms, and submit the bonds with the executed Contract. Each bond must be issued by a surety admitted in California. If an issuing surety cancels a bond or becomes insolvent, Contractor must provide a substitute bond from a surety acceptable to City within seven days after written notice from City. If Contractor fails to substitute an acceptable surety within the specified time, City may, Downtown Sidewalk Shaving Up to $175,000 Contract Page 1 Approved by City Attorney, dated 02/27/2020 in its sole discretion and without prior notice to Contractor, purchase such bond(s) at Contractor's expense and deduct the cost from payments otherwise due to Contractor, or terminate the Contract. 4. Time for Completion. Contractor will fully complete the Work within one year from the date the City authorizes Contractor to proceed with the Work ("Contract Time"). 5. Liquidated Damages. If Contractor fails to complete the Work within the Contract Time, Contractor must pay liquidated damages in the amount of $500 per day for each day of unexcused delay in completion. 6. Standard of Care. All Work must be provided in a manner that meets or exceeds the standard of care applicable to the same type of work in the City of San Rafael. Contractor must promptly correct, at Contractor's sole expense, any Work that the City determines is deficient or defective. 7. Permits and Licenses. Contractor, at its sole expense, must obtain and maintain during the term of this Contract, all appropriate permits, certificates and licenses including, but not limited to, the required California contractor's license and a City business license. 8. Indemnification. Contractor will indemnify, defend with counsel acceptable to City, and hold harmless to the full extent permitted by law, City, its governing body, officers, agents, employees, and volunteers from and against any and all liability, demands, loss, damage, claims, settlements, expenses, and costs (including, without limitation, attorney fees, expert witness fees, and costs and fees of litigation) (collectively, "Liability") of every nature arising out of or in connection with Contractor's acts or omissions with respect to this Contract, except such Liability caused by the active negligence, sole negligence, or willful misconduct of the City. This indemnification obligation is not limited by any limitation on the amount or type of damages or compensation payable under Workers' Compensation or other employee benefit acts, or by insurance coverage limits, and will survive the expiration or early termination of this Contract. City will notify Contractor of any third -party claim pursuant to Public Contract Code section 9201. 9. Insurance. Contractor will, at all times under this Contract, maintain the insurance coverage required in this section to cover the activities of Contractor and any subcontractors relating to or arising from performance of the Work. Each policy must be issued by a company licensed to do business in California, and with a strength and size rating from A.M. Best Company of A -VIII or better. Contractor must provide City with certificates of insurance and required endorsements as evidence of coverage with the executed Contract, or through the PINSAdvantage website https://www,pinsadvantage.com/ upon request by the City, and before the City authorizes Contractor to proceed with the Work. 9.1 Workers' Compensation. Statutory coverage is required by the California Workers' Compensation Insurance and Safety Act. If Contractor is self-insured, it must provide its duly authorized Certificate of Permission to Self -Insure. In addition, Contractor must provide employer's liability insurance with limits of no less than one million dollars ($1,000,000) per accident for bodily injury or disease. 9.2 Liability. Commercial General Liability ("CGL") insurance issued on an occurrence basis, including coverage for liability arising from Contractor's or its subcontractor's acts or omissions in performing the Work, including Contractor's protected coverage, blanket contractual, products and completed operations, broad form property damage, vehicular coverage, and employer's non -ownership liability coverage, with limits of at least $1,000,000 per occurrence and $2,000,000 general aggregate. 9.3 Automotive. Commercial automotive liability coverage for owned, non -owned and hired vehicles must provide coverage of at least $1,000,000 combined single limit per accident for bodily injury, death, or property damage. 9.4 Subrogation Waiver. Each required policy must include an endorsement that the insurer waives any right of subrogation it may have against the City or the City's insurers. Downtown Sidewalk Shaving Up to $175,000 Contract Page 2 Approved by City Attorney, dated 02/27/2020 9.5 Required Endorsements. The CGL policy and the automotive liability policy must include the following specific endorsements: (1) The City, including its Council, officials, officers, employees, agents, volunteers and consultants (collectively, "Additional Insured") must be named as an additional insured for all liability arising out of the operations by or on behalf of the named insured, and the policy must protect the Additional Insured against any and all liability for personal injury, death or property damage or destruction arising directly or indirectly in the performance of the Contract. (2) The inclusion of more than one insured will not operate to impair the rights of one insured against another, and the coverages afforded will apply as though separate policies have been issued to each insured. (3) The insurance provided is primary and no insurance held or owned by City may be called upon to contribute to a loss ("primary and non-contributory"). (4) Any umbrella or excess insurance must contain or be endorsed to contain a provision that such coverage will also apply on a primary or non-contributory basis for the benefit of City before the City's own insurance or self-insurance will be called upon to protect it as a named insured. (5) This policy does not exclude explosion, collapse, underground excavation hazard, or removal of lateral support. 10. Labor Code Compliance. Unless the Contract Price is $1,000 or less, the Contract is subject to all applicable requirements of Chapter 1 of Part 7 of Division 2 of the Labor Code, beginning at section 1720, and the related regulations, including but not limited to requirements pertaining to wages, working hours and workers' compensation insurance. Contractor must also post all job site notices required by laws or regulations pursuant to Labor Code section 1771.4. 10.1 Prevailing Wages. Each worker performing Work under this Contract that is covered under Labor Code section 1720 or 1720.9, must be paid at a rate not less than the prevailing wage as defined in sections 1771 and 1774 of the Labor Code. The prevailing wage rates are on file with the City Engineer's office and are available online at http://www.dir.ca.gov/DLSR. Pursuant to Labor Code section 1775, Contractor and any subcontractor will forfeit to City as a penalty up to $200 for each calendar day, or portion of a day, for each worker paid less than the applicable prevailing wage rate, in addition to paying each worker the difference between the applicable wage rate and the amount actually paid. 10.2 Working Day. Pursuant to Labor Code section 1810, eight hours of labor consists of a legal day's work. Pursuant to Labor Code section 1813, Contractor will forfeit to City as a penalty the sum of $25 for each day during which a worker employed by Contractor or any subcontractor is required or permitted to work more than eight hours during any one calendar day, or more than 40 hours per calendar week, unless such workers are paid overtime wages under Labor Code section 1815. All Work must be carried out during regular City working days and hours unless otherwise specified in Exhibit A or authorized in writing by City. 10.3 Payroll Records. Contractor and its subcontractors must maintain certified payroll records in compliance with Labor Code sections 1776 and 1812, and all implementing regulations promulgated by the Department of Industrial Relations ("DIR"). For each payroll record, Contractor and its subcontractors must certify under penalty of perjury that the information in the record is true and correct, and that it has complied with the requirements of Labor Code sections 1771, 1811, and 1815. Unless the Contract Price Downtown Sidewalk Shaving Up to $175,000 Contract Page 3 Approved by City Attorney, dated 02/27/2020 is under $25,000, Contractor must electronically submit certified payroll records to the Labor Commissioner as required under California law and regulations. 10.4 Apprentices. If the Contract Price is $30,000 or more, Contractor must comply with the apprenticeship requirements in Labor Code section 1777.5. 10.5 DIR Monitoring, Enforcement, and Registration. This Project is subject to compliance monitoring and enforcement by the DIR pursuant to Labor Code section 1725.5, and, subject to the exception set forth below, Contractor and any subcontractors must be registered with the DIR to perform public works projects. The registration requirements of Labor Code section 1725.5 do not apply if the Contract Price is for under $25,000. 11. Workers' Compensation Certification. Under Labor Code section 1861, by signing this Contract, Contractor certifies as follows: "I am aware of the provisions of Labor Code section 3700 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 on this Contract." 12. Termination. 12.1 Termination for Convenience. City reserves the right to terminate all or part of the Contract for convenience upon written notice to Contractor. Upon receipt of such notice, Contractor must: immediately stop the Work, including under any terms or conditions that may be specified in the notice; comply with City's instructions to protect the completed Work and materials; and use its best efforts to minimize further costs. In the event of City's termination for convenience, Contractor waives any claim for damages, including for loss of anticipated profits from the Project. If City terminates the Contract for convenience, City will only owe Contractor payment for the Work satisfactorily performed before Contract termination, as well as five percent of the total value of the Work performed as of the date of notice of termination or five percent of the value of the Work yet to be completed, whichever is less, which is deemed to cover all overhead and profit to date. 12.2 Termination for Default. The City may terminate this Contract for cause for any material default. Contractor may be deemed in default for a material breach of or inability to perform the Contract, including Contractor's refusal or failure to supply sufficient skilled workers, proper materials, or equipment to perform the Work within the Contract Time; refusal or failure to make prompt payment to its employees, subcontractors, or suppliers or to correct rejected work; disregard of laws, regulations, ordinances, rules, or orders of any public agency with jurisdiction over the Project; lack of financial capacity to complete the Work within the Contract Time; or responsibility for any other material breach of the Contract requirements. If City terminates the Contract for cause, City will only owe Contractor payment for the Work satisfactorily performed before Contract termination. 13. Dispute Resolution. Any dispute arising under or related to this Contract is subject to the dispute resolution procedures of Public Contract Code sections 9401 and 20104 et. seq., which are incorporated by reference. 14. Waiver. A waiver by City of any breach of any term, covenant, or condition in this Contract will not be deemed a waiver of any subsequent breach of the same or any other term, covenant, or condition contained herein, regardless of the character of any such breach. 15. Warranty. Contractor guarantees and warrants the Work and the materials used or provided for the Project for a period of one year, beginning upon City's acceptance of the Work for the Project as complete ("Warranty Period"). During the Warranty Period, upon notice from the City of any defect in the Work or the materials, Contractor must, at its sole expense, promptly repair or replace the defective Work or materials, including repair or replacement of any other Work or materials that is or are displaced or damaged during the warranty work, excepting any damage resulting from ordinary wear and tear. Downtown Sidewalk Shaving Up to $175,000 Contract Page 4 Approved by City Attorney, dated 02/27/2020 16. Worksite Conditions. 16.1 Clean and Safe. Contractor must maintain the Work site and staging and storage areas in a clean and neat condition and must ensure it is safe and secure. On a daily basis the Contractor must remove and properly dispose of debris and waste materials from the Work site. 16.2 Inspection. Contractor will make the Work accessible at all times for inspection by the City. 16.3 Hazardous Materials. Unless otherwise specified in the Contract documents, this Contract does not include the removal, handling, or disturbance of any asbestos or other hazardous materials, as identified by any federal, state, or local law or regulation. If Contractor encounters materials on the Project site that Contractor reasonably believes to be asbestos or other hazardous materials, and the asbestos or other hazardous materials have not been rendered harmless, Contractor may continue Work in unaffected areas reasonably believed to be safe, but must immediately cease Work on the area affected and report the condition to City. No asbestos, asbestos -containing products or other hazardous materials may be used in performance of the Work. 16.4 Utilities, Trenching and Excavation. As required by Government Code section 4215, if, during the performance of the Work, Contractor discovers utility facilities not identified by City in the Contract documents, Contractor must immediately provide written notice to City and the utility. In performing any excavations or trenching work, Contractor must comply with all applicable operator requirements in Government Code sections 4216 through 4216.5. If the trenching or excavation extends deeper than four feet below the surface, then it must also comply with Public Contract Code section 7104. 17. Records. Unless otherwise specified in Exhibit A, Contractor must maintain and update a separate set of as -built drawings while the Work is being performed, showing changes from the Work as planned in Exhibit A, or any drawings incorporated into this Contract. The as -built drawings must be updated as changes occur, on a daily basis if necessary. 18. Conflicts of Interest. Contractor, its employees, subcontractors and agents, may not have, maintain or acquire a conflict of interest in relation to this Contract in violation of any City ordinance or policy or in violation of any California law, including under Government Code section 1090 et seq. and under the Political Reform Act as set forth in Government Code section 81000 et seq. and its accompanying regulations. Any violation of this Section constitutes a material breach of the Contract. 19. Non -Discrimination. No discrimination will be made in the employment of persons under this Contract because of the race, color, national origin, ancestry, religion, gender or sexual orientation of such person. 20. Independent Contractor. City and Contractor intend that Contractor will perform the Work under this Contract as an independent contractor. Contractor is solely responsible for its means and methods in performing the Work. Contractor is not an employee of City and is not entitled to participate in health, retirement or any other employee benefits from City. 21. Assignment of Unfair Business Practice Claims. Under Public Contract Code section 7103.5, Contractor and its subcontractors agree to assign to City all rights, title, and interest in and to all causes of action it may have under section 4 of the Clayton Act (15 U.S.C. section 15) or under the Cartwright Act (Chapter 2 (commencing with section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the Contract or any subcontract. This assignment will be effective at the time City tenders final payment to Contractor, without further acknowledgement by the parties. 22. Notice. Any notice, billing, or payment required by or pursuant to the Contract documents must be made in writing, signed, dated and sent to the other party by personal delivery, U.S. Mail, a reliable Downtown Sidewalk Shaving Up to $175,000 Contract Page 5 Approved by City Attorney, dated 02/27/2020 overnight delivery service, or by email as a PDF (or comparable) file. Notice is deemed effective upon delivery unless otherwise specified. Notice for each party must be given as follows: City: Address: 111 Morphew Street City/State/Zip: San Rafael, CA 94901 Phone: (415) 485-3373 Attn: Ryan Montes Email: ryan.montes@cityofsanrafael.org Contractor: Name: Precision Concrete Cutting Address: 417 Harrison St City/State/Zip: Oakland, CA 94607 Phone: (650) 576-4303 Attn: Joseph Ortega, Site Manager Email: jortega@pccnorcal.com 23. General Provisions. 23.1 Compliance with All Laws. Contractor will comply with all applicable federal, state, and local laws and regulations including, but not limited to, unemployment insurance benefits, FICA laws, conflict of interest laws, and local ordinances. Work may only be performed by qualified and experienced workers who are not employed by the City and who do not have any contractual relationship with City, with the exception of this Contract. 23.2 Provisions Deemed Inserted. Every provision of law required to be inserted in the Contract is deemed to be inserted, and the Contract will be construed and enforced as though such provision has been included. If it is discovered that through mistake or otherwise that any required provision was not inserted, or not correctly inserted, the Contract will be deemed amended accordingly. 23.3 Assignment and Successors. Contractor may not assign its rights or obligations under this Contract, in part or in whole, without City's written consent. This Contract is binding on Contractor's and City's lawful heirs, successors and permitted assigns. 23.4 Third Party Beneficiaries. There are no intended third -party beneficiaries to this Contract. 23.5 Governing Law and Venue. This Contract will be governed by California law and venue will be in the Superior Court of Marin County, and no other place. 23.6 Amendment. No amendment or modification of this Contract will be binding unless it is in a writing duly authorized and signed by the parties to this Contract. 23.7 Integration; Severability. This Contract and the Contract documents incorporated herein, including authorized amendments or change orders thereto, constitute the final, complete, and exclusive terms of the agreement between City and Contractor. If any provision of the Contract documents, or portion of a provision, is determined to be illegal, invalid, or unenforceable, the remaining provisions of the Contract documents will remain in full force and effect. 23.8 Authorization. Each individual signing below warrants that he or she is authorized to do so by the party that he or she represents, and that this Contract is legally binding on that party. If Contractor is a corporation, signatures from two officers of the corporation are required pursuant to California Corporation Code section 313. [Signatures are on the following page.] Downtown Sidewalk Shaving Up to $175,000 Contract Page 6 Approved by City Attorney, dated 02/27/2020 The parties agree to this Contract as witnessed by the signatures below: CITY: s/ Jim Sc lty Manag Date: 2 - /d .-7 Attest: s/ ` 46 - Lindsay Lara, Ci CLk Date: 5 �C CONTRACTOR: Approv d as to form: s/ obert F. Epstein, City Attorney Date: 319AQ2,7, ZYZ Date: s/ Name/Title Date: Seal: Contractor's California License Number(s) and Expiration Date(s) Exhibit A: Scope of Work Exhibit B: Bond Forms Exhibit C: Noncollusion Declaration Exhibit D: Bid Schedule Exhibit E: Subcontractor List Downtown Sidewalk Shaving END OF CONTRACT Approved by City Attorney, dated 02/27/2020 Up to $175,000 Contract Page 7 Exhibit A Date 2/23/22 PROPOSAL FOR "NOT TO EXCEED" AGREEMENT BETWEEN THE CITY OF SAN RAFAEL AND PRECISION CONCRETE CUTTING (PCC) OVERVIEW Uneven sidewalks caused by ground settling and tree roots cause a potential hazard to pedestrians. Displaced sidewalks cause problems for both public and private entities in the form of trip and fall liability exposure. It is proposed that the City of San Rafael and PCC enter into an agreement whereby PCC will assess, and repair sidewalks as identified and requested by City staff. The price for these services shall not exceed the dollar amount and quantity defined in the "Proposal Detail' section below. BACKGROUND INFORMATION ON PRECISION CONCRETE CUTTING PCC has been assessing and repairing sidewalks since 1990. The company performs work throughout the United States and with dozens of cities in California. PCC is the leader in sidewalk asset management. We specialize in assessing sidewalk infrastructure and repairing uneven sidewalks. Our unique saw -cutting method for correcting off -set sidewalk panels leaves behind ADA compliant results for a fraction of the cost of new concrete. Our clients benefit from detailed GIS maps that allow them to create a GIS database to cost effectively manage their sidewalk infrastructure. ASSESSMENT SERVICES PCC technicians will walk every panel in the project area and visually assess potential tripping hazards and damage. PCC will provide a GIS compatible report that list each location identified including a photo, exact location, off -set height and square foot amount for replacement locations. PROPRIETARY MOBILE PHONE SOFTWARE PCC has developed proprietary mobile software useable across multiple platforms (Android, iPhone, iPad, Smart Phone, etc.) • Provides GPS Coordinates — Integrates with GIS systems • Mapping — Provides detailed location data plotted with Google Maps • Detailed Reporting — Provides specific and detailed data on measurements for every trip hazard • Addresses — The software gives the address and longitude / latitude of each trip hazard location • Additional Data - Records other data, e.g. spalling, cracks, replacements or other data you need • Sidewalk Asset Management — PCC offers complete sidewalk asset management PROPRIETARY AND PATENTED REPAIR METHOD To Date, PCC has been awarded 8 patents by the US Patent and Trademark Office on our trip hazard removal equipment and process. The following is each patent description and number where they can be reviewed on the US Patent office web site — 1. 6,827,074 - Hub and blade combination patent 2. 6,896,604 - Dust hood patent 3. 7,000,606 - Cutting apparatus and broadening patent 4. 7,143,760 - Method patent Precision Emprise, LLC I CSLB # 1032474 1 41 7 Harrison St, Oakland, CA 94607 1 Tel 650-867-8657 1 Fax 650-240-3866 1 contact@PCCNorCal.com 5. 7,201,644 - Variations and broadening patent 6. 7,402,095 - Extended methods patent 7. 9,759,559 - Stand up measuring gauge digitized readout 8. 9,494,407 - Stand up measuring gauge PROPOSAL DETAILS Contract amount: Total charge for services rendered shall not exceed $53,000 Billing Units: Services are billed in "Inch Feet'. An inch foot is calculated by measuring the average height of the sidewalk off -set and multiplying this average by the length of the cut. Example: A sidewalk off -set on a 4 -foot wide sidewalk that consists of a 0.5" rise on one side, and tapers down to a zero rise on the other is calculated as follows: 0.5" +0" x 4ft =1 inch -foot 2 Unit Price for sidewalk shaving: 36.25 per inch -foot. Streets with Sidewalks to be repaired: 581 locations, attached is an itemized list LIMITATIONS PCC removes only those trip hazards specifically requested or approved by customers, and therefore makes no guarantee or representation that areas are free of trip hazards after the work is completed. It is our customers' responsibility to provide proper access and PCC assumes no liability for trip hazards that cannot be repaired due to parked vehicles or other obstacles preventing safe and practical access. In such cases, PCC returns once to attempt completion of repairs that could not be completed the first time. Additionally, it is recognized that after completion of the work, the concrete trip hazards may and frequently do continue to move naturally over time due to roots, water, freezing, pipes, and other natural or man-made causes. PCC is not responsible for movement or changes in the sidewalk and is not liable for any related claims, losses, damages or liabilities thereto pertaining. Precision Concrete Cutting is committed to providing the highest quality service to our customers. Should you have any questions or comments, please do not hesitate to contact us. PCC Representative: YOUR REPRESENTATIVE: Joseph Ortega Precision Emprise, LLC I CSLB # 1032474 1 41 7 Harrison St, Oakland, CA 94607 1 Tel 650-867-8657 1 Fax 650-240-3866 1 contact@PCCNorCal.com REF# CUSTOMER: C/O: CONTACT: ADDRESS: CITY / ZIP: PHONE: PROPERTY LOCATION: 11.22.21.A.JAO City of San Rafael Downtown 2021-22 City of San Rafael ryan montes 11 Morphew St, San Rafael, CA 94901 (415) 485-3373 Various Precision Concrete Cutting CSLB #1032474 417 Harrison Street Oakland, CA 94607 Joseph Ortega jortega@PCCnorcal.com 650-576-4303 - Cell 650-240-3866 - Fax SIDEWALK REPAIR DETAILED REPORT InFtto Cut 1,453.61 Total Cost $52,693.18 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=As halt Patch ASPCUT=As halt Cut XCUT=Crossed Lift LCUT=Slab lifter at corner MVCAR=Move Car PTRVL=Path of Travel No. Max Ht. Min HL (1/8 of In.) 11/8 of In.) Length (Feet) Latitude Longitude Description R&R SgFt InFt to Cut Cost Date Initial 1 7 0 7.5 37.974415 -122.532 1099 D St : 3.28 5118.90 2 8 1 27 37.974396 -122.532 Vftt7ST ; CLI RISCUT tAVCAR HANGER 15.19 5550.55 3 8 0 27.5 37.974285 -122.532 jP0.D St, At file Lahr. CUR6CU F MVCAR DANGER 13.75 $498.44 4 4 0 7.5 37.974213 -122.532 1099 D St: 1.88 $67.97 5 6 0 7.5 37.974163 -122.532.1099 D St: At Fire Lane. CURBCUT 2.81 $101.95 6 4 0 9 37.97411 -122.53211099 D St: 2.25 $81.56 7 5 2 3 37.974026 -122.532 1099 D St: 1.31 $47.58 8 8 3 3 37.97403 -122.532 1099 D St: OG 2.06 $74.77 9 4 0 28 37.973999 -122.532 1039 D St : ATCyRB DANGER 7.00 $253.75 10 8 7 2.5 37.973942 -122.532 1.099 S 5t : At water lid. L.{UT DANGER 2.34 $84.96 11 8 2 2 37.973946 -122.532 1099 05; . At water),id. LCL:' DANGER 1.25 $45.31 12 5 1 2 37.973946 -122.532 IC--99 i15t Al water 0A. LC J' DANGER 0.75 527.19 I3 6 a, 2 37-973942 -127.5:7 1654 h S' : A: water Ird CURRC1 - DANGER 1-DO $36.25 14 0 0 0 37-37393] ';M4 U AtTN V99 D 6t : Holes kiePdJbILh 0-00 $0.00 15 5 2 95 37.973923 -122.537 10199 aSt-ATWRB l7A,%GEfR 4-15 $150.56 15 0 0 eEI14y7temWiL rra Lked 10,00 5U'00 .. 17 0 0 0 37373644 -122.5321 RR 1400 4th St on D St : Concrete broken at PGE High Voltage 199.8 0.00 $0.00 18 0 0 0 37.973183 -122.5321 RR 933 D St: Slabs broken 154 0.00 $0.00 19 4 0 2 37973186 -122.5322 933 D St: 0.50 $18.13 7.0 0 0 9 . 37.9]312$.. i -_ �- _-. - _-_ _ _-1 40.00 21 0 0 0 37.97311 -122.5321 RR 933 D St : Tree Root I I fti ng Slabs 220.5 0.00 $0.0D 22 12 12 3.5 37.973007 -122.5322.909 D St: LCUT 5.25 5190.31 23 9 0 3.5 37.973015 -122.5322 •909 D St : LCUT 1.97 $71.37 24 6 2 3 37.972973 -122.5322 •909 D St : LCUT 1.50 $54.38 25 9 1 7.5 37.97298 -122.5322 -909 D St : LCUT 4.69 $169.92 26 15 0 3 37.972958 -122.5322 !909 D St : XCUT 2.81 $101.95 27 10 0 2 37.972965 -122.53221-909 D St : XCUT 1.25 $45.31 28 0 0 0 37.97298 -122.53221 RR 909 D St : Curb is broken 13.25 0.00 50.00 29 0 0 0 37.972916 -122.53221 RR 9D9 D SL : Cement is cracked 175 0.00 50.00 30 C 0 0 37.972855 -?22S= i4rLH 909 b.5t Hc1es mead Path CM $40.00 31 8 5 37.97282 -122.5322 '909 D St : 2.81 $101.95 32 0 0 0 37.972809 -122.5322 RR 909 D St : Slab is cracked 4 0.00 $0.00 33 6 3 5 37.972797 -122.5322 •909 D St 2.81 $101.95 34 6 1 10 37.972755 -122.5322 WJDSt: DANGER 4.38 $158.59 35 •0. 0 0 .379'12.%412 .:_Rich. - .- 0:00 $0-aa 36 4 1 6.5 37.972614 -122.5323909 D St: 2.03 $73.63 37 7 1 SO 37.972603 -122.5321 910 D St : 5.00 $181.25 38 8 0 3.5 37.972618 -122.5321 910 6. cat ; 4WRSCUT DANGER 1.75 $63.44 39 3 2 4 37.972618 -122.5321910 D St : LCUT 1.25 545.31 40 6 1 10.5 37.972618 -122.5321 •910 D St : LCUT 4.59 $166.52 41 3 3 3 37.972656 -122.5321 •910 D St : At Crack. LCUT 1.13 $40.78 42 4 1 2.5 37.972637 -122.5321 '910 D St : LCUT 0.78 528.32 43 9 5 1.5 37.972668 -122.5321.,910 D St : At Crack. LCUT 1.31 $47.58 44 9 1 3.5 37.972672 -122.5321 •910 D St : LCUT 2.19 $79.30 45 3 0 6 37.972679 -122.5321 •910 D St : LCUT 1.13 $40.78 46 6 1 6.5 37.972725 -122.532'910 D St: LCUT 2.84 $103.09 47 5 0 3.5 37.972752 -122.532 •910 D St : At crack. LCUT 1.09 $39.65 48 8 1 6.5 37.972748 -122.532,910 D St: 3.66 5132.54. 49 6 0 36.5 37.972778 -122.532 910 D St: 13.69 5496.17' 50 4 0 8 37.972847 -122.532 910 D St : 2.00 $72.50 51 6 0 16.5 37.972893 -122.532 910 D St: 6.19 $224.30 52 0 0 0 37.972942 -122.532 RR 910 D St: Tree Root is lifting Slabs 166.25 0.00 $0.00 53 S4 55 0 0 0 C C C 0 0 0 37 973472 37.973072 37.97308 -1223 0:00 0,00 0.00 $40.40 50.00 50:00 56 4 0 6.5 37.973106 -122.532 1345 4th St on D st.: 1.63 $58.91 57 4 0 2 37.973129 -122.532 1345 4th St on D St: LCUT 0.50 $18.13 58 3 0 1.5 37.973133 -122.532 1345 4th St on D St; LCUT 0.28 $10-20 59 0 0 37.473132 A - '?AO � .MOD 60 6 0 4 37.973_56 -12253213454th St ONDst: 1.50 $s4.38 Date created - 2/7/2022 1 of 11 PHECISIO E, co�rcRrrE evrr►xc No. Max Ht. Min Ht. (1/8 of In.) )1/8 of in.) Length (Feet) Latitude Longitude Description R&R Sq Ft InFt to Cut Cost Date Initial 61 6 1 3.5 37.973175 -122.532 1345 4th St on D st ; 1.53 $55.51 62 0 0 0 37.973236 -122.532 RR 1345 4th St on D St : Curb is cracked 19.5 0.00 $0.00 63 5 3 3 37.973324 -122.532 1345 4th St on D st : ATCURB 1.50 $54.38 64 5 0 2 37.973324 -122.532 1345 4th St on D St : XCUT 0.63 $22.66 65 4 0 4.5 37.973324 -122.532 1345 4th St on D St: XCUT LCUT 1.13 540.78 66 4 1 6 37.973324 -122.53211345 4th St on D St : LCUT 1.88 S67.97 67 0 0 0 37.973351 -122.532 RR 1345 4th St on D St: Tree Root Uftin Slabs 57.75 0.00 $0.00 68 4 0 3.5 37.973335 -122.53211345 4th St on D St: 0.88 531.72 69 0 0 0 37.973633 -122.5319 RR 1350 4th St on D 5: ; Free Root UFting Slabs 134-75 0.00 $0.00 71 5 3 5 37.973877 -122.531911040 D St: JUMP 2.50 $90.63 72 5 1 4.5 37.974079 -122.5307 1033 C St : 1.69 $61.17 73 11 2 4 1 37.974026 -122.5307 1031 C St : ATCURB 3.25 $117.81 74 0 0 0 37.974018 -122.5307 ;RR 1031 C St : Tree Root 11fting Slab and Slab cracked 7.5 0.00 $0.00 75 4 0 3.5 37.973675 -122.5308 1300 Fourth St on C St: OPC 0.88 $31.72 .76 27 78 79 n a 0 D C e 0 n. 0 0 3197377 12 - 37 37.97319 -122.53091 RR 1301 Fourth St on C St : Tree Root lifting Slabs. 1 204.75 0.00 CO X 0.:16 6.00 $6.00 $.[7.00 $9.01) $O -❑0 F4 81 0 4 0 0 C _ 2 t 37.973164 -122.5309 CSt : AfC17 XN R 0.00 0.50 $18.13 82 4 0 6 37.97311 -122.5309 999 C St. 1.50 S54.38 83 6 1 2.5 37.973003 -122.5309 923 C St : LCUT 1.09 S39.65 84 3 1 2-5 37-972995 -122.5309 923 C St! LCUT 0.63 $22,66 85 [ e 37.9?3 • :22.5309 147rN 923 t SL Hoit! nctdo4 LOC 50.00 -:.;2�.5307 A11N3'_51.. hGH 0W .c Gra6.?d 0-00 87 C 0 27 37.972847 -122.5309 A':•.Jite'.:J:;,fs 10.13 $367.03 .37.9A104.1.w3MLSM Feed Path 0.00 $R:Oti 89 0 ❑ 0 37.972702 -122.5309 RR 917CSt:Tree Root h"ing5lau f 6.25 0.00 SO -DO 90 0 0 0 37.972683 -122.531 RR 917 C St : Tree Root lifting,Slab 12.5 0.00 $0.00 91 5 0 2.5 37.972668 -122.531 901 C St : 0.78 $28.32 92 4 0 3.5 37.972666-122.531501CSt: 0.68 $31.72 :�; • 0 0 0 '37-4'1186 , •'12X531 M. N 901.C%; tiole dg4ds PAA 0.00 $0.170 94 7 0 20 37.472591 -122.531 90, C 5t Are lane CURBCW DANGER 8.75 5317-19 95 0 4 D 37,,97#571 . -17 Vecda vami 0,00 $0.60 96 10 0 5 37.972549 -122.531 901 C St ; ATCURB 3.13 $113.28 97 4 1 5.5 37.972515 -122.531 901 C St : 1.72 $62.30 98 4 1 2 37.972603 -122.5308 900 C St : 0.63 $22.66 99 6 0 2 37.972641 -122.5308 900 C St : 0.75 $27.19 100 4 0 2 37.972656 -122.5308 900 C St : O.SO $18.13 101 0 0 O 37.'1X'72977 -122.53137 ATTW 299 Fourri. -S 66 C -St : Maril-fTdtfiY t HI)f 0.00. $O.rZ3 102 5 0 10 37.973015 -122.53071.299 rourth St on C St : Fue Le n4- CURBCUT DANGER 3.13 $113.28 103 4 0 10.5 37.97311 -122.5307 1299 Fourth St an C St : 2.63 $95.16 104 5 0 1.5 37.973259 -122.5307 1299 Fourth St an C St : 0.47 516.99 105 10 0 16.5 37.973465 -122.5306 1244 Fourth St an C St: ATCURB XCUT OG 10.31 $373.83 106 8 0 5 37.97348 -122.5307 ]24ri_F4utlii $t on L St : C:URBCLIT 7fL1JT' DANGER 2.50 $90.63 107 13 0 2.5 37.973503 -122.5306 1244 Fourth St on C St: ATCURB XCUT 2.03 $73.63 108 13 4 1 37.973526 -122.5306 1244 Fourth St on C St : ATCURB 1.06 $38.52 109 6 0 17 37.973614-122.530612�4 ,.- - - na, CiiltfSGii M1iCAft . 6.38 $231.09 110 4 0 6.5 37.973637 -122.530611244 Fourth St on C St: ATCURB 163 $58.91 111.. 0 0. a 379 ; •12x:_ 0-Oc Sam 112 9 0 8.5 37.973793 -122.5306 5016 C St : W R6C"UT CEJibAkOER %1vCAR 4.78 $173.32 113 7 0 2 37.97382 -122.5306 3016 C51•: ATCURB XCUT NWAR 0.88 531.72 114 5 1 3 37.973778 -122.5306 1016 C St : 1.13 S40.78 115 S 0 3.5 37.973801 -122-5306 1016 C St : 1.37. 547.58 1.7,¢: 0 9 v4pos -121sws Aj-mm4tS14O - _ 0.00 mm. 117 4 0 415 37.974167 -1242--55�305 Across 1033 .S[ 1.13 S40.78 119 0 0 0 37.974274 -1225305 RR Across 1033 C St : Tree Root lifting Slabs and slabs chipped 55.25 0.00 $0.00 120 0 0 0 37.973686 -122.5295 RR 1015 B St : Tree Root lifting Slabs 81 0.00 $0.00 121 4 0 2.5 37.973682 -122.5295 1015 B St : 0.63 $22.66 122 8 0 11.5 37.973671 -122.5295 1015 B St : ATCURB 5.75 S208.44 123 4 0 2 37.97364 -122.5295 1015 BSt: 0.50 $18.13 124 7 0 7.5 37.97366 -122.5294 1015 BSt:LCUT 3.28 $118.95 12S 6 0 2 37.973656 -122.5295 1015 B St : LCUT XCUT 0.75 $27.19 126 5 0 2.5 37.97366 -122.5295 1015 B St : XCUT 0.78 $28.32 127 4 0 2 37.973667 -122.529511015 B St : XCUT 0.50 $18.13 128 3 0 1 37.973675 -122.5295 1015 B St : XCUT 0.19 $6.80 129 11 0 28 37.973709 -122.5294 1013 B St : Fire Lane. ATCURB 19.25 $697.81 ISO 131 0 0 o-,,-,; 0 0 37.973598 -122.5295 RR 1009 8 St :Tree root is U(Un dah 6 O.❑❑ 132 0 0 0 37.973583 -122.5295 IRR 1009 B St : Tree root is Lifting slabs 16.5 0.00 $0.00 133 4 0 5 37.973572 -122.5295 :1009 B St: LCUT 1.25 $45.31 134 4 0 1 37.973503 -122.5293 1009 B St : LCUT XCUT 0.25 $9.06 135 4 0 1.5 37.973576 -122.5295 1009 B St :XCUT LCUT 0.38 $13.59 Date created - 2/7/2022 2 of 11 P,RZI rCR No. Max HL Min Ht. 11/8 of in.) •(1/8 of In.) Length (Feet) Latitude Longitude Description R&R Sq Ft InFt to Cut Cost Date Initial 136 3 0 1 37.97356 -122.5295 1009 B St: XCUT 0.19 $6.80 137 10 0 18 37.973606 -122.5294 1009 B St: LCUT 11.25 $407.81 138 5 0 10 37.973602 -122.5295 1009 B St : XCUT 3.13 $113.28 139 3 0 2 37.973545 -122.5295 1009 B St: XCUT LCUT 0.38 $13.59 140 5 0 2 37.973545 -122.5295.1009 B St: LCUT 0.63 $22.66 141 4 0 4 37.973534 -122.5295 1009 B St: 1.00 $36.25 142 10 0 7 37.973526 -122.5295 S0D9 6St : Flry tt . MVCAR DANG£R 4.38 $158.59 143 7 0 7 37.973492 -122.52951',OMB,St;.GUiiB-WT.&W.CAR:DANGE:k 3.06 5111.02 144 4 0 9 37.973465 -122.5295 1200 Fourth St: LCUT 2.25 $81.56 145 4 0 6 37.973469 -122.5295 1200 Fourth St: LCUT 1.50 S54.38 146 4 0 4 37.973476 -122.5295 1200 Fourth St ATCURB 1.00 536,25 147 4 0 4.5 37.973412 -122.5296 1200 Fourth St : Brick cut. XCUT 1.13 S40.78 148 0 0 0 37.973175 -122.5296 FIR 1203 Fourth St on B St: Brick path is sunken and cracked 192 0.00 $0.00 152 6 0 5.5 37.972996 -122.5294 1209 Fourth St. Fire Lane. CURBCUT DANGER MVCAR 2.06 $74.77 153 7 0 5.5 37.972851 -122.5294 1203 Faurtn St - CURBLUT CSA KiER MVCAR 2.41 587.23 154 155 0 4 0. 0 0 2 37.972P;81 37.972858 -122.5296 1203 Fourth St ATCURB 0.00 0.50 $G.00 S18.13 156 4 0 7 37.972595 -122.5297 1909 B St : LCUT 1.75 $63.44 157 5 3 2 37.972599 -122.5297 1909 BSt:LCUT 1.00 $36.25 158 4 0 4 37.972599 -122.5297 1909 B St : LCUT 1.00 $36.25 159 5 0 35 37.972584 -222.5297 909 BSt:LCUT 1.09 $39.65 160i 161 162 563 0 5 0 0 R 0 0 0 0 7 0 0 37 .. 37 9172389 •122.5295 951 ASt: 31.9 37.97 ri 00 2.19 0.00 .QG S0.ti❑ 579.30 50.00 50.130 164 4 0 13 37.972542•.122.5295 951 A St : LCUT 3.25 S 117.81 165 4 2 5 37.972534 -122.5295 1951 A St: LCUT 1.88 $67.97 166 8 0 14 37.972542 -122.5295 951 A St : rite to ne- CURBWT ❑ANGK 7.00 $253.75 173 0 U 0 37.972797 -122.5295 RR 930 B St : Tree Root Lifting Slabs 695 DAD $0,C0 182 0 0 7 31.973042•i?.2.57.?4 RT7Ft33--- flit _ .. Ch: $6-60 183 5 0 6.5 37.973083 -122.5295 9388 CU RBCLft DANOn MyUaf, 2.03$73.63 184 0 0 0 37.973087 -122.5294 RR 1149 Fourth St: Tree Root is Lifting slabs 137.75 0.007$27.19 $0.00 185 6 4 3 37.973133 -122.5294 1149 Fourth St : At Brick. 1.88$67.97 186 3 0 1.5 37.973156 -122.5294 1149 Fourth St : At Brick. XCUT 0.28$10.20 187 4 0 1 37.973148 -122.5294 1149 Fourth St: XCUT 0.25$9.06 188 4 4 1.5 37.973171 -122.5294 1149 Fourth St : At Crack. 0.75 189 5 1 23.5 37.974022 -I22.5293 1020 8 St' CsJRBCUT CANCER MV[AR 8.81 $319.45 190 0 0 0 37.973785 -122.5282 ATTN 13 S 1 ASL :1'15.11:5 R H PA, x11 0.PC $0,07 391 0 0 0 37 97371; -127.5283 AT F N 11.it A St : PGE k Il%jet ^.Oi 50.90 192 0 0 0 37.973572 -.122.5281 RR 1011 A St :Tree Root Lifting slabs 430 0.G0 $0.00 193 4 0 11 37.973553 -122.5283 1011 A St: ATCURB f 2.75 599.69 194 0 0 0 37.873515 •122.528r`. ATdH31Ji3•A:ST:. Traem •tt1+, �.CO $O;Ori SBS O C 037.97351]3 -17..5283 A7, N 1011 A St :lidst !1(tpd 196 0 0 0 37 MAS 122.528$ ATTN 1007 A.51 : Cerneni tt, Olp.peo GAO $0.00 197 0 ❑ 0 37.973484 -122.5283 RR1007ASt! 800 O.CO 50.00 196 0 0 0 87973492 72$5 8 AT:91•:1005A3t:fGElid'I 4fitd - - 57.00. $0-60 201 5 ❑ 15.5 37.97345 -122.5283 I" A_t : C�?RSCUT AANGBR h!+JGZt= 4.84 5175.59 202 9 0 0 37 A it: f'Gcl�•d:'.c Gficd ...c7:t�0• $O.QO 203 G 0 23 37.973386 -122-5283 1005 A St ATCURB 3.63 $312 66 204 4 0 1.5 37.973316 -122.5283 1005 A•6t CURBCUT MVCAfL 0.38 513.59 205 8 0 4 37.973305 -122.5283 1005 A St : ATCURB 2.00 $72.50 206 9 8 1 37.973293 -122.5283 1005 A St : ATCURB 1.06 $38.52 207 5 0 9.5 37.973255 -122.5283 1005 A St : ATCURB 2.97 $107.62 208 4 0 3 37,97282 -1225284 1101 Fourth St : ATCURB 0.75 527.14 ❑a 0 0 0 ai _ - -� hw O.OD 35-10 210 6 0 19 37.972786 -12252841301•E' &-thSt;MftbAMR 7.13 5256.28 215 0 0 0 37.972668 -122.5285 RR 901 A St : Tree Root Lifting Slabs 738 0.00 $0.00 217 7 4 12 37.97261 -122.5284 '901 A St : 8.25 5299.06 218 5 0 4.5 37.972614 -122.5284 11CUR$'UT XCUT t)ANGEB MVCAN 1.41 550.98 219 6 0 11 37.972572 -122.5284 '901 A St : ATCURB XCUT 4.13 $149.53 220 4 1 12 37.972595 -122.5284 '901 A St: 3.75 $135.94 221 15 ❑ 33-S 37.972477 -122.S2851901 A St : i 31.41 $1,138.48 222 0 t3 0 i` e13Y8aYck - - 0.00 50.00 223 5 0 4 37.972469 -122.52859014'$t- CUR BCLIT.DANGER MVCAR 1.25 $45.31 224 0 0 0 37.97253 -122.5283 RR 901 A St : PGE Lid cracked metal exposed 168 0.00 S❑.00 225 0 0 0 37.972446 -122.5285 RR 901 A St : Tree Root lifting Slabs 168 0.00 50.00 226 0 0 0 37.97237 -122.5285 RR 901 A St: Over 2 inches 168 0.00 $0.00 227 4 0 3.8 37.972408 -122.5285 '901 A St: ATCURB 0.95 $34.44 228 0 0 0 37.972374 -122.5283 RR 901 A St : Curb cracked 8.25 0.00 $0.00 229 6 0 15 37.972279 -122.52851,901 A St: 5.63 $203.91 230 6 0 2 37.972252 -122.5285 '901 A St : 1 0.75 527.19 231 4 0 3 37.972355 -122.5283 1030 Third St: ATCURB 0.75 527.19 232 4 0 7 37.972374 -122.5283 1030 Third St : ATCURB 1.75 $63.44 233 4 0 5.5 37.97237 -122.5282 1030 Third St: 1.38 $49.84 234 4 0 4 37.972385 -122.5282 1030 Third St : 1.00 $36.25 Date created - 2/7/2022 3 of 11 psF�srnN ce►rcR� carnKs No. Max Ht. (1/8 of In.) Min Ht. (1/8 of In.) Length (Feet) Latitude Longitude Description R&R Sq Ft InFt to Cut Cost Date Initial :?5 236 0 5 0 1 O 10 37.972443 -122.5283 ;1030 Third St: 3.75 5135.94 237 4 2 3.5 37.972454 -122.5282 .1030 Third St : 1.31 $47.58 238 8 0 5 37.972458 -122.5283 1030 Third St : LCUT XCUT 2.50 $90.63 239 3 0 1 37.972488 -122.5283 1030 Third St : At crack. XCUT 0.19 $6.80 240 8 1 4 37.972458 -122.5282 1030 Third St : LCUT 2.25 $81.56 241 4 1 1 37.972454 -122.528311030 Third St : Might create Hole $11.33 242 4 0 4.5 37.972488 -122.528211030 Third St : LCUT $40.78 243 4 1 23 37.972527 -122.528311030 Third St : Brick cut $260.55 245 0 0 0 37.972607 -122.52821111111030 Third St: Tree Root LiftingSlabs 247.5 P0010 $0.00 206 247 248 -i i7 0 0 0 0. 0 v 0 _ 0 37.972893 E&Z -122.5282 :RR 990 A St: Tree Root LiftingSlabs 149.5 50"[7D $O,011 $0.00 249 0 0 0 37.973022 -122.5281 RR 990 A St : Tree Root Lifting Slabs 188.5 0.00 $0.00 250 4 1 10 37.973381 -122.5281 1050 Fourth St: 3.13 $113.28 251 4 0 21 37.973423 -122.5281 1050 Fourth St: 5.25 $190.31 252 0 0 0 37.97361 -122.528 RR 1050 Fourth St : Cement Cracked and Pacific Bell Lid lifted 105 0.00 50.00 253 6 0 24.5 37.973824 -122.528 1050 Fourth St : ATCURB 9.19 5333.05 255 7 0 21 37.973888 -122.528 105bfouO Rt ;:t7AHGER 9.19 5333.05 256 4 0 6 37.973969 -122.528 1050 Fourth St : ATCURB 1.50 $54.38 257 4 2 19 37.974018 -122.528 1050 Fourth St : ATCURB 7.13 $258.28 258 4 2 8 37.974022 -122.528 1050 Fourth St : 3.00 $108.75 59 260 n 4 0 0 0 4.5 37.. 37.973568 -122.52611999 Fifth Ave :At crack. XCUT { d;oa 1.13 $O:OD 540.78 261 2 0 2 37.973572 -122.5261999 Fifth Ave : XCUT 0.25 $9.06 :n 2 2§3 0 0 0 0 0 0 31.g734d1 x,9.7.332$ . . -+ 0.00 0.00. $0.00 %00 264 5 1 14.5 37.973347 -122.52611,900 Fourth St : ATCURB 5.44 $197.11 265 0 0 0 37.972775 -122.5261 RR 901 Fourth St : Tree Root is lifting slabs 345 0.00 $0.00 266 4 0 5 37.972446 -122.5262 915 Lodtms 01, ATCUjtB RAN ;ER 1.25 $45.31 267 0 0 0 37.972225 -122.5262 RR 902 Third St : Tree Root is lifting slabs 135 0.00 $0.00 268 6 4 2.5 37.972183 -122.5262 -902 Third St : At crack 1.56 $56.64 269 6 1 4.5 37.972153 -122.5262 '902 Third St: ATCURB 1.97 $71.37 270 6 0 6 37.972157 -122.5262 '902 Third St : ATCURB 2.25 $81.56 271 6 0 5 37.972141 -122.5262 ,902 Third St : 1.88 $67.97 272 6 2 4 37,972004 -122.5261 830 Third St : LCUT 2.00 $72.50 273 5 5 2.5 37.972004 -122.5261 ;830 Third St : LCUT 1.56 $56.64 274 6 0 3 37.972012 -122.5261 •830 Third St : LCUT 1.13 $40.78 275 4 0 4.5 37,972027 -122.5261.830Third St: 1.13 $40.78 276 6 0 2.5 37.97234 -122.526 912 Lootens PI : 0.94 533.98 277 6 4 1.5 37.972343 -122.5261 '912 Lootens PI : LCUT 0.94 533.98 278 5 0 15 37.972363 -122.5261 •912 Lootens PI : At crack. LCUT 0.47 $16.99 279 4 0 8.5 37.97261 -122.526 8914th St : At brick. ATCURB 2.13 $77.03 280 8 0 4 37.972637 -122.526 8914th St : At brick. ATCURB 2.00 $72.50 281 11 0 5.5 37.972862 -122.526 8914th St : ATCURB OC 3.78 $137.07 282 0 0 0 37.973175 -122.526 RR 1010 Lootens PI : Cement is chipped and lid is cracked 22.75 0.00 $0.00 283 7 0 3 37.973209 -122.526 1010 Lootens PI : 1.31 547.58 284 6 0 4 37.973209 -122.526 1010 Lootens PI : LCUT 1.50 554.38 285 4 2 3 37.973156 -122.5261 1010 Lootens PI : LCUT 1.13 540.78 286 5 2 4 37.973267 -122.526 1010 Lootens PI : 1.75 56344 287 8 4 2 37.973328 -122.526 1010 Lootens PI : At crack, LCUT 1.50 $54.38 288 4 0 2 37.973351 -122.526 1010 Lootens PI : LCUT 0.50 $18.13 289 290 0 4 0 0 3.5 17.9733LIk 37.973328 '::,:.1 76 -122.526 1010 Lootens PI : 0.00 0.88 .50.•00 $31.72 291 4 0 1 37.973328 -122.526 1010 Lootens PI : LCUT XCUT 0.25 $9.06 292 6 0 3 37.973328 -122.526 1010 Lootens PI : LCUT XCUT 1.13 $40.78 293 7 1 15.5 37.973347 -122.526 1010 Lootens PI: LCUT 7.75 $280.94 294 295 A 4 0 0 s 3 37.97337 -122.526 845 Fifth Ave : LCUT 0.00 0.75 41.Op $27.19 296 3 0 1 37.97337 -122.526 845 Fifth Ave : LCUT XCUT 0.19 56.80 297 3 0 1.5 37.97337 -122.526 845 Fifth Ave : XCUT 0.28 $10.20 298 14 0 6.5 37.973373 -122.526.845 Fifth Ave : Fire Lane. CU RBCUT 5.69 $206.17 299 14 0 5 37.973392 -122,5261845 Fifth Ave : 4.38 $158.59 300 9 0 4 37.973415 -122.5261845 Fifth Ave : XCUT 2.25 $81.56 301 3 0 1.5 37.973419 -122.526 845 Fifth Ave: XCUT 0.28 $10.20 302 2 0 2 37.973572 -122.526 845 Fifth Ave : XCUT 025 $9.06 303 4 0 3 37.973564 -122.526 845 Fifth Ave : XCUT 0.75 $27.19 304 30S.1 306 4 0 10 0 0 0 3.5 0 12.5 37.973606 3 37.972694 -122.5259 ;845 Fifth Ave : -122.5251 851 Fourth St : ATCURB OC 0.88 1.00 7.81 $31.72 Sv"cry 5283.20 307 6 3 3.5 37.97263 -122.5251 851 Fourth St : Fire Lane. CURBCUT 1.97 $71.37 308 8 0 10.5 37.972603 -122.5251 851 Fourth St : XCUT 5.25 $190.31 309 3 0 1 37.972607 -122.5251 .851 Fourth St : XCUT 0.19 $6.80 310 4 0 4 37.972607 -122.5251 1.851 Fourth St : XCUT LCUT 1.00 $36.25 311 4 0 3 1 37.97261 -122.52511.851 Fourth St : XCUT 0.75 527.19 Date created - 2/7/2022 4 of 11 PRECISION C�NCRETf CUTTING No. Max Ht. Min Ht. (1/8 of In.) (1/8 of In.) Length (Feet) Latitude Longitude Description R&R SgFt InFt to Cut Cost Date Initial 312 5 1 12 37.972591 -122.5251 851 Fourth St: 4.50 5163.13 313 3 0 4.5 37.972591 -122.5251 8514th St : LCUT 0.84 $30.59 314 5 1 13.5 37.972557 -122.5251 851 4th St: 5.06 $183.52 315 6 0 9 37.972553 -122.5251 8514th St: CURBCUT 3.38 $122.34 316 7 0 8.5 37.972569 -122.5251 13514th St : OC LCUT 3.72 $134.80 317 4 1 5 37.972515 -122.525 I th St :LCUT XCUT 1.56 $56.64 318 319_ 320 321 322 323 6 7 A 0 7 0 0 c 6 1.5 20.5 0 p 16.$ 37.972549 1471nS201 37972332 -122.5249 13514th St : At crack. XCUT -122.525113514th St:ATCURB -1725251 0.56 897 8.75 520.34 $0.00 $325.17 $0:❑O $0 5299.06 324 7 2 3 37.972294 -122.5252 830 Third St : 1.69 561.17 325 5 0 17 37.972267 -122.5252 830T r St : ATCURB 5.31 $192.58 326 1 327 328 329 330 0 0 .0 a 2 0 0 0 0 0 0 0 0 0 5 47.972210'.-- 37.97x187 - 37572(" • 37.972294 0 37.972328 -122.525 1635 Fourth St : LCUT - � -0,s3a 0.63 $0.00 50.1]3 -" „SI3.00 f $22.66 331 4 0 5.5 37.972343 -122.525 ;B35 Fourth St : LCUT 1.38 $49.84 332 4 2 8 37.972366 -122.5251:935 Fourth St: LCUT 3.00 $108.75 333 9 4 11.5 37.97245 -122.525 :935 Fourth St : ATCURB 9.34 $338.71 334 5 0 4.2 37.972469 -122.5249 ;B35 Fourth St: XCUT 1.31 $47.58 335 7 0 8 37.972469 -122.5249:835 Fourth St: XCUT 3.50 5126.88 336 0 0 0 37.972473 -122.5249 'RR 835 Fourth St : Tree Root is lifting slabs 192 0.00 50.00 337 14 8 7.5 37.972534 -122.525 835 Fourth St ATCURB 10.31 $373.83 338 6 0 4 37.972523 -122.5249 ;B35 Fourth St: LCUT 1.50 $54.38 339 4 0 -122.5249 835 Fourth St:LCUT 1.13 $40.78 340 5 037.972561 -122.5249 :635 Fourth St : 2.81 S101.95 341 7 0 37.972546 -122.5249 :935 Fourth St : ATCURB 2.41 $87.23 342 8 1 k4.37.972542 37.972569 -122.5249 :635 Fourth St : ATCURB 4.78 $173.32 343 344 0 0 4 037.972607 0,345 237.973736 -122.5249RR835 Fourth St: Tree Root is IIft1 slabs -122.5286 1101 Fifth Ave : At crack 105 ❑.00 038 $0-00 $33.59 346 10 1 37.973843 -122.5286 1101 Fifth Ave : At crack 3.09 $112.15 347 0 0 0 37.973782 -122.5286 RR 1101 Fifth Ave : Utility Box lifted with concrete 86.25 0.00 $0.00 348 4 2 2 37.973854 -122.5287 1101-isttithAve :.OJRBCL t WCAR DANGER 0.75 $27.19 349 5 0 8 37.97377 -122.5288 1101 Fifth Ave: LCUT 2.50 590.63 350 4 0 4 37.973763 -122.5288 1101 Fifth Ave: LCUT 1.00 $36.25 351 4 0 6 37.973774 -122.5289 1101 Fifth Ave: 1.50 $54.38 352 5 0 3 37.973759 -122.5289 1101 Fifth Ave : Loading Zone. CURBCUT 0.94 $33.98 353 4 1 6 37.973763 -122.524 107.0 8 St : ATCURB 1.a8 S67.97 354 a r 0 37,7P17 o 1225?9 A a e?i.,, O.00i Sti tib 355 0 0 0 37.973789 •122.52q Ali 11324.BSt-,Mepl,fthirvr...Md.Aft" .4.77.0 $ -�[. 356 4 0 11 37.973785 -122.5292 1020 B St: ATCURB 2.75 599.69 357 12 2 4 37.973709 -122.5292 1018 BSt: 3.50 $126.88 358 6 1 3.5 37.973618 -122.5284 1011 A St: LCUT 1.53 $55.51 359 9 2 2.5 37.97364 -122.5284 1011 A St: LCUT 1.72 $62.30 360 6 2 3.5 37.973637 -122.5284 1011 A St : LCUT 1.75 $63.44 361 10 0 5 37.97364 -122.5284 1011 ASt: Fire Lane. CURBCUT 3.13 $113.28 362 0 4 0 "37.913637 122.5284 ATIN4 ;1A5I:4alenl:ed$paich' 0.00 363 5 0 4.5 37.973648 -122.5284 1011 A St: 1.41 S50.98 364 6 0 6.5 37.473637 -122.5234 1011 A St : ATCURB 2.44 $88.35 365 4 0 0 37:973614 -127.8 TTl9.1011 A 5t : rso}etlecds Patcn - 7.30 50.Oo 366 0 0 0 37972717 -122.5239 A7TH 6n< Fourth Hole ncodti ttatci% 7.00 50.1)3 367 6 2 5 37-5726-3 -122.524 802 Fourth St:;,TCURB 2.50 $97.63 968' A 4 0 37$7284: 3 O.00 Stl.eD 369 6 0 17.5 37.972759 -122.5243 $ R 6.56 5237.34 370 4 0 2 37.972801 -122.5245_ R f]PING�R 0.50 $18.13 371 4 0 4 37.972809 -122.52461336 Fourth St At brick. ATCURB 1.00 536.25 372 9 0 29.5 37-572836 -122.5247 842 Fourth St ;ATCURB 16.59 S6:1.52 373 374 375 376 377 0 6 0 0 6 0 1 a 0 0 1.5 3 :) 6.5 37 37.97287 37.972855 37.972858 37.97287 -122:5249 846 Fourth St: -122.5251 850 Fourth St : ATCURB 0.66 ;00 fUL 2.44 $0 00 $23.79 50.00 'Win": $83.36 378 10 2 2 37.972881 -122.5251 1650 Fourth St : OC 1.50 $54.38 379 13 0 5.5 37.972885 -122.5251 gM.$btkth'$t': qjjEjKjWCUT DANGER 4.47 $161.94 380 5 0 4.5 37.972919 -122.5253 1660 Fourth St : ATCURB 1.41 $50.98 381 6 0 8.5 37.972866 -122.5254 870 Fourth St : ATCURB 3.19 $115.55 382 9 0 15 37.972931 -122.5255 :974 Fourth St : ATCURB 8.44 $305.86 383 6 4 6.5 37.97295 -122.52561:974 Fourth St : ATCURB 4.06 $147.27 384 0 0 0 37.972958 -122.52521 RR 874 Fourth St : Tree Root is lifting slabs 168.75 0.00 $0.00 385 7 2 12 37.972961 -122.5256.882 Fourth St ATCURB 6.75 $244.69 386 0 0 1 0 1 37.972969 -122.52571 RR 882 Fourth St : Tree Root is lifting slabs 154 0.00 $0.00 Date created - 2/7/2022 5 of 11 No. Max Ht. (1/8 of in.) Min Ht. (1/8 of in.) Length (Feet) Latitude Longitude Description R&R SgFt InFt to Cut Cost Date Initial 387 4 0 17 37.97298 -122.5258 .686 Fourth St : ATCURB 4.25 $154.06 388 6 0 8.5 37.97298 -122.5258 8a7 F6urth St : CuRBCUT W 3.19 $115.55 389 0 0 0 37.972885 -122.526 RR 890 Fourth St : Tree Root is lifting slabs 198 0.00 $0.00 39(3 391 D 0 0 0 37.973026 -122.5262 RR 904 Fourth St :Tree Root is lifting slabs W, 143 , D.OD 0.00 $0.00 $0.00 392 5 0 25 37.973019 -122.5263 90afowth SI : Fire Lane. ❑lftBCUT DANGER 7.81 5283.20 393 5 3 1 37.973053 -122.5265 992 Fourth St : At brick 0.50 S18.13 394 4 0 11.5 37.973061 -122.5266 992 Fourth Si : CURBCtti MVP -A9 DANGER 2.88 S104.22 395 7 0 36.5 37.973072 -122.5268 998 Fourth 51 :CURSCUT MVCAP DANGEN 15.97 5578.87 396 5 0 10.5 37.97308 -122.5268 998.FQ".St : FSrrr Lane. CUAAQJT 4lVCNR DANGER 3.28 5118.95 397 0 0 0 37.973209 -122.528 RR 1050 Fourth St :Tree Root is lifting slabs 136.5 0.00 $0.00 398 0 0 0 37.973251 -122.5284. IRR 1005 A St : Tree Root is lifting slabs 253 0.00 50.00 399 4-00 4D] 8 0 0 0 0 D 7.5 D C 37.973251 3 t _ ass -122.5285 1104 Fourth St ATCURB -. 3.75 0.00 0.00 $135.94 '$0.0d ..3o.aa 402 5 0 40 37.973274 -122.529 1132 Fourth St : At brick. ATCURB 12.50 $453.13 403 5 0 19 37.973286 -122.5291 1132 Fourth St : At brick. ATCURB 5.94 $215.23 404 4 0 5.5 37.973316 -122.5292 1138 Fourth St : CURBCUT 1.38 549.84 405 7 2 10 37.97327 -122.5293 1138 Fourth St : ATCURB 5.63 $203.91 406 11 2 9 37.973316 -122.5292 1144 Fourth St : ATCURB 7.31 $265.08 407 6 0 4 37.973339 -122.5293 1146 Fourth St : 1.50 554.38 408 4 0 7.5 37.973373 -122.5297 1200 Fourth St : 1.88 567.97 409 0 0 0 37.973431 -122.53041 RR 1238 Fourth St : Cement lifted with Water Lid. 44 0.00 $0.00 410 4 0 4 37.973431 -122.530411238 Fourth St : ATCURB 1.00 $36.25 411 0 0 0 37.973381 -122.53051 RR 1240 Fourth St: Cement lifted with TV Lid 33 0.00 $0.00 412 0 0 0 37.973488 -122.5309 RR 1300 Fourth St : Curb us cracked and sunken 13.75 0.00 $0.00 413 7 0 12.5 37.973499 -122.531 1300 Fourth St : ATCURB 5.47 $198.24 414 4 0 7.5 37.973503 -122.5311 I316 fawr*5e t.CURBCL[Tl V.CAR DANGER 1.88 $67.97 415 5 0 20 37.973499 -122.5313 1328 Fourth St : ATCURB 6.25 S226.56 416 8 0 25 37.973534 -122.5315 1328 Fourth St : ATCURB 12.50 $453.13 417 4 0 6.5 37.973572 -122.5318 1344 Fourth St : At crack. 1.63 $58.91 418 0 0 0 37.973579 -122.5318 RR 1344 Fourth St : Tree Root is lifting slabs 121.5 0.00 50.00 419 420 4M 422 6 0 D 6 0 0 D 1 31.5 0 0 . 11.5 37.973637 - 79 �JG - - 37.97356 -122.5325' St;[1 F[GE1R . -122.5332 1447 Fourth St : ATCURB 11.81 Ada 8.00 5.03 5428.20 $0. %00 $182.38 423 6 0 6.S 37.973549 -122.533211447 Fourth St : ATCURB XCUT 2.44 $88.36 424 10 0 12.5 37.97356 -122.5332 1447 Fourth St : Fire Lane. CURBCUT XCUT 7.81 $283.20 �1k5 426 G 5 a 0 0 6 37.973625 -122.5329 1435 Fourth St : At brick. ATCURB IWAOD. 1.88 _ . $DRO $67.97 427 428 0 5 0 1 D 10 i 37.973553 -122.5317 1337 Fourth St: ATCURB - - •.1.041 3.75 150,00 $135.94 429 0 0 0 37.973408 -122.5315 .RR 1331 Fourth St : Slab is lifted with Electrical Lid 40 0.00 $0.00 430 0 0 0 37.973385 -122.5313 RR 1325 Fourth St : Slab is lifted with Electrical Lid 36 0.00 50.00 431 6 0 11 37.973389 -122.5314 1325 Fourth St : ATCURB 4.13 $149.$3 432 4 0 6 37.973366 -122.5311 1.307 fourth St : CURSCUT MVCAR DANGER 1.50 $54.38 433 4 0 18.5 37.973335 -122.531 130?1:FoutlhfA : ATCURB 11 VLJAR 4.63 $167.66 434 8 0 3 37.973347 -122.531 1301 Fourth St ; 1.50 $54.38 435 436 o 4 Q 0 p 5 37.973289 -122.5306 1299 Fourth St : 0.00 1.25 goo $45.31 437 4 0 9.5 37.973263 -122.5302 1225 Fourth St : ATCURB 2.38 $86.09 438 0 0 0 37.973156 -122.5292 RR 1143 Fourth St :Tree Root is lifting slabs 308 0.00 So.00 439 4 0 1.5 37.973076 -122.5285 :'M Fosrth St: At bnck. ATCURB 0£ MVCAR 0.38 $13.59 440 7 3 10.5 37.973316 -122.5284.'- =aurin Si : At brick. ATCUR6 OC MVCAR 6.56 $237.89 441 0 0 0 37.972984 -122.5273 RR 1001 Fourth St: Tree Root is lifting slabs 165 0.00 $0.00 444 5 1 33 37.972797 -122.5256877;:pw-,h S'. Al CJRB MVCAR 12.38 $448.59 445 6 0 12 37.972778 -122.5254 359 Fourth Sts ATCURR MVCAR 4.50 $163.13 446 6 0 16 37.972759 -122.5253 861 Fourth St : ATCURB 6.00 $217.50 447 8 1 9.5 37.972748 -122.5252 851 Fourth St : ATCURB MVCAR 5.34 $193.71 448 7 0 2 37.972755 -122.5252 851 Fourth St : Fire Lane. ATCURB 0.88 $31.72 449 0 0 0 37.972736 -122.5252 RR 851 Fourth St : Tree Root is lifting slabs OC 99 0.00 50.00 450 0 0 0 37.972672 -122.5247 RR 835 Fourth St : Tree Root is lifting slabs 126 0.00 50.00 451 7 0 3 37.972672 -122.5248 835 Fourth St : 1.31 $47.58 452 6 4 7 37.972645 -122.52461331 91: ATCURB MVCAR 4.38 $158.59 453 5 0 20 37.972649 -122.5245,qFAurlh.St; ATCURB MVCAR 6.25 $226.56 454 14 7 8 37.972637 -122.5244 831 Fourth St : ATCURB 10.50 $380.63 455 456 4457 458 9 0 0 6 1 1 17 0 a 4 37.972618 37.972537 57371584 37.972603 -122.5242 1317 Fourth St : At brick. ATCURB -122. - . -12t -122.5241 803 Fourth St : LCUT - 10.63 0-04 . a_04 1.75 $385.16 5.0,40 $0•AR $63.44 459 7 5 1.5 37.972603 -122.5241 1303 Fourth St : LCUT OC 1.13 540.78 460 6 4 4 37.972595 -122.5241 803 Fourth St : LCUT OC 2.50 $90.63 461 0 0 0 37.972549 -122.524 IRR 801 Fourth St : Tree Root is lifting slab 62.5 0.00 $0.00 102. 463 0 4 R 0 a 2 37.970829 -122.5244 34 Ritter St on Second St :LCUT O.JD 0.50 $18.13 Date created - 2/7/2022 6 of 11 PRE CRf/E di►/N6 No. Max Ht. (1/8 of in.) Min Ht. (1/8 of In.) Length (Feet) latitude Longitude Description R&R SgFt InFt to Cut Cost Date Initial 464 4 2 1 37.970848 -122.5244 34 Ritter St on Second St :LCUT 0.38 $13.59 465 3 0 2 37.970867 -122.5244 34 Ritter St on Second St: LCUT 0.38 $13.59 466 5 0 6.5 37.970833 -122.5244 34 Ritter St on Second St: LCUT 2.03 $73.63 467 6 1 41 37.970863 -122.5246 34 hitter S- on jecond.5:: ATCL.R19 DANGER 17.94 $650.23 468 4 0 5.5 37.970856 -122.5244.34 Ritter St on Second St : XCUT 1.38 $49.84 469 4 0 4 37.970848 -122.5244 34 Ritter St on Second St-:-XCUT 1.00 536.25 470 8 0 29 37.970867 -122.5244 34 Rine* Si an Smond Sc r DANGER 14.50 5525.63 471 6 0 8 37.97089 -122.5245 34 R;tte• St on Secan65t : BANGER 3.00 $168,75 472 0 0 37.970877 •1225::45 AT7N34 Fitter. St on Sesand-St•--Hol a needs P.atch: - 0.00 SO.00 473 0 0 0 87.970875 - - - 94 x4er3$ON, -- - 'eeeil h9t.h . _ ,D.00._ 50,00 474 6 0 3.5 37970844 -1225245 34 f$ktr St on Sem:ondSt CCiR9Clff bMQ E% 1.31 54758 475 4 1 4.5 37.970863 -122.5246 34 Ritter St on Second St: LCUT 1.41 $50.98 476 472 473 3 0 0 1 0 0. 4.5 b 37.97086 s87V 1 i' -122,5246134 Ritter St on Second St; LCUT [ 1.13 540.78 479 6 0 5 37.970875 -122.5246 34 Ritter St on Second St : 1.88 $67.97 480 5 3 2 37.970867 -122.5247 34 Ritter St on Second St : At crack 1.00 $36.25 481 0 0 0 37.970363 -1225247 AR 34 Ritter St on Second St : Cement is raised and cracked 36 0.00 SO.00 482 9 0 3.5 37.970882 -122.5247 :34 Ritter St on Second St: LCUT 1.97 571.37 483 9 2 2.5 37.970882 -122.5247 .34 Ritter St on Second St: LCUT 1.72 562.30 484 485 486 8 4 .0. 1 0 0 26.5 0 0 37.970867 37.970882 37970886 -122.5248 • - -12Z5241.91 •1225249 iI[ed T 14.91 O:OD $50.35 $0.00 50.00 487 4 0 1.5 37.97085. •122-5,248 34 Ritter St on Second St : At crack 0.38 5i3.59 488 489 490 491 492 493 7 0 7 P U 1 5 0 0 1 0 0 0 12 3 4 O 0 7 3'7.97089 37570394 37.970886 37.970909 31.970858 37.970905 -_22.5248 34 Ritter St on Second St : 112 •122.524,9 34. Ritter St on Second St : At crack •122.5 43 1725249 •122.525 818 Second St: LCUT 5.25 •...:DO ... 2.00 2.19 5190.31 .$0.00 $72.50 .$0-06 $0.00 $79.30 494 3 0 4.5 37.970909 -122.525 818 Second St: LCUT 0.84 530.59 495 7 0 3 37.970905 -122.525 820 Second St: LCUT 1.31 $47.58 496 9 6 4 37.970909 -122.525.820 Second St: LCUT 3.75 $135.94 497 10 0 3 37.970901 -122.525 820 Second St: LCUT 1.88 $67.97 498 9 1 7 2.5 37.970909 -122.5251 820 Second St: LCUT 2.50 $90.63 499 8 1 5 2 37.970913 -122.5251 820 Second St: LCUT 1.63 $58.91 500 7 3 2.5 37.970909 -122.5251 820 Second St : LCUT 1.56 556.64 501 502 P 8 P 1 0 26 37.97G3i7 37.970955 -17 575 -122.5253 BZS.Sewndit : DArVGE1t - - • - • ' �� 0.�0 14.63 $0.04 5530.16 503 6 o 1.5 37.970951 -122.5254 826 Second St : XCUT 0.56 $20.39 504 5 0 2 37.970947 -122.5254 826 Second St : XCUT 0.63 $22.66 512 0 0 0 37.970943 -122.5255 RR 826 Second St: Tree Root is lifting slabs 10.5 0.00 $0.00 513 7 1 3 37.970963 -122.5255 826 Second St : 1.50 $54.38 9 514 0 0 0 37.970959 -122.5256 RR 836 Second St: TV Cable Lid broken 6 0.00 $0.00 515 6 0 9 37.970966 -122.5257 836 Second St : 3.38 5122.34 516 7 0 3.5 37.970993 -122.5258 836 Second St: LCUT 1.53 555.51 517 8 7 3 37.970993 -122.5258 836 Second St: LCUT 2.81 5101.95 518 8 0 3 37.970993 -122.5258 1336 Second St: LCUT 1.50 $54.38 519 4 0 5.5 37.970982 -122.5258 1336 Second St : 1.38 $49.84 520 0 0 0 37.970989 -122.5259 IRR 836 Second St: Concrete is lifted with lid 20 0.00 $0.00 521 4 0 1.5 37.971016 -122.5263 1002 Second St: ATCURB 0.38 $13.59 522 4 0 2.5 37.971016 -122.5263 1002 Second St ATCURB 0.53 $22.66 523 524 0 4 00 O 3.5 _ 37.971046 -122.5266 :1002 Second St: 0.00$C7.[)Q 0.88 $31.72 525 4 1 1.5 37.97105 -122.52671002 Second St: 0.47 516.99 526 3 0 2.5 37.971058 -122.5267 1002 Second St :XCUT 71 0.47 516.99 527 4 0 2.5 37.971062 -122.5267 1002 Second St: XCUT 0.63 $22.66 528 5 0 8.5 37.971073 -122.5268 1002 Second St: ATCURB 2.66 $96.29 529 5 0 11 37.971081 -122.527 1002 Second St: ATCURB 3.44 $124.61 530 4 0 9 37.971111 -122.5271 1002 Second St: $81.56 531 4 0 3.5 37.971096 -122.5272 1002 Second St: ATCURB $31.72 532 4 0 3.5 37.971115 -122.5272 1002 Second St: E2.2 S31.72 533 6 0 3 37.971157 -122.5278 SOO A St on Second St : ATCURB S4033 534 C 0 973 _ mad 535 4 0 7.5 37.971188 -122.528 SOO A St on Second St: 1.88 567.97 536 10 4 5.5 37.971191 -122.5281 :800 A St on Second St ; 4.81 5174.45 537 4 0 4 37.971207 -122.5283 ;BOO A St on Second St : 1.00 536.25 538 0 0 0 37.971272 -122.5286 RR 801 A St on Second St : Tree Root is lifting slabs 89.25 0.00 50.00 539 6 1 0 10.5 37.971245 -122.5286 801 A St on Second St : ATCURB 3.94 $142.73 540 5 1 0 3.5 37.971237 -122.5286 •B01 A St on Second St : CU RBCUT 1.09 $39,65 541 4 0 4 37.971252 -122.5287 .601 A St on Second St : LCUT 1.00 $36.25 542 5 4 3 37.971252 -122.5287 ;801 A St on Second St : LCUT 1.69 561.17 543 6 41.5 37.971252 -122.5287 .BOl A St on Second St :LCUT 0.94 1 $33.98 544 4 0 1.5 37.971172 -122.5287 801 A St on Second St: LCUT 0.38 $13.59 S45 5 4 3 37.971176 -122.5288 801 A St on Second St : LCUT 1.69 $61.17 Date created - 2/7/2022 7 of 11 EP,NECISM m CGNCRETE C[lTTING No. Max Ht. Min Ht. (1/8 of In.) (1/8 of In.) Length (Feet) Latitude Longitude Description R&R SgFt InFt to Cut Cost Date Initial 546 4 3 1.5 37.971249 -122.5287 801 A St on Second St : ATCURB 0.66 S23.79 547 0 0 0 37.971252 -122.5288 RR 801 A St on Second St : Curb is cracked 6 0.00 S4.00 548 5 2 1.5 37.971249 -122.5288 801 A St on Second St : CURBCUT 0.66 523.79 549 4 0 4.5 37.971249 -122.5288 1301 A St on Second St : 1.13 $40.78 550 6 0 5.5 37.971264 -122.5286.1102 2nd St: LCUT 2.06 $74.77 551 4 0 4.5 37.971252 -122.5289 1102 2nd St : LCUT 1.13 $40.78 552 4 0 2 37.971272 -122.5289 :1102 2nd St : LCUT 0.50 $18.13 553 4 0 2-5 37.971268 -122.5289 1102 2nd St: LCUT 0.63 $22.66 554 0 0 0 37.971264 -122.5289 IRR 1102 2nd St : Tree Root is lifting slabs and slabs cracked 22.5 0.00 $0.00 555 4 0 4 37.971268 -122.5289 1102 2nd St: XCUT 1.00 $36.25 556 5 0 2.5 37.971279 -122.5289 1102 2nd St: XCUT 0.78 $28.32 557 5 0 7.5 37-971279 -122.529 1102 2nd St: LCUT 2.34 $84.96 558 559 $60 561 562 4 6 0 0 6 3 6 0 0 4 1 0 0 0 3 37.971279 7.9 37:47ii83 37.971294 37.971317 -122.529 1102 2nd SL: At crack. LCUT -Im •32252AZA . -122.52921802 BSton Second St: LCUT "r 0.44 0; O -X i0-00 1.88 $15.86 50.00 $4.00 $0.00 567.97 563 6 1 4.5 37.971317 -122.52931802 B St on Second St : LCUT 1.97 571.37 564 4 4 1 37.971317 -122.52921802 B St on Second St : LCUT 0.50 S18.13 565 6 0 4.5 37.97131 -122.52931802 B St on Second St: 1.69 561.17 555 $57 568 0 0 0 ❑ 0 0 u -,9 0 37.97:2T? `- ' 5.$ .. = ' 37.971283 -122.5293 RR 802 B St on Second St : Tree Root is lifting slabs _ 81.25 0.00. O.Oa 0.00 MOD $0.40 $0.00 569 8 0 3 37.97131 -122.5294 802 B St on Second St : XCUT LCUT 1.50 $54.38 570 2 0 1.5 37.971321 -122.5294 802 B St on Second St : XCUT 0.19 $6.80 571 4 3 0.5 37.971272 -122.5294 802 BSton Second St: At crack. LCUT 0.22 $7.93 572 4 0 8.5 37.971321 -122.5294 802 BSt on Second St: LCUT 2.13 $77.03 573 2 0 5 37.971325 -122.5294802 BSt on Second St: LCUT 0.63 $22.66 574 4 0 2.5 37.971317 -122.5294 802 B St on Second St : LCUT 0.63 $22.66 575 8 1 8 37.971321 -122.5294 802 BSton Second St: LCUT 4.50 $163.13 576 6 4 2.5 37.971333 -122.5294 802 B St on Second St : LCUT 1.56 556.64 57r ❑ 0 0.00 3n.4n 578 5 1 4.5 37.971394 -122.5301 1315 B St on Second St: 1.69 $61.17 579 5 0 4.5 37.971447 -122.5305 1340 C St on Second St: 1.41 $50.98 580 9 2 5 37.971447 -122.5306 840 C St on Second St : LCUT 3.44 $124.61 581 3 0 6 37.971443 -122.530611340 C St on Second St : LCUT 1.13 $40.78 582 6 0 1 37.97142$ -122.530611340 C St on Second St : ATCURB [ 0.38 S13.59 nm-- 584 0 4 0 0 0 _ 4 37.971428 etdLPntCh ( -122.5307 IB40 C St on Second St : ATCU RB 0.00 1.00 $0.00 $36.25 585 0 0 0 37.971447 -122.5307 IRR 840 C St on Second SL: Tree Root is lifting slabs 38 0.00 SO.00 586 0 0 0 37.971485 -122.5308 ;RR 840 C St on Second St: Curb is cracked and metal exposed 5.75 0.00 50.00 587 4 1 5 37.971516 -122.531 IB40 C St : 1.56 556.64 588 4 0 3 37.971497 -122.5312 1304 Second St: ATCURB 0.75 $27.19 589 4 0 3 37.971607 -122.5322 1320 Second St: 0.75 $27.19 590 591 $93 - 4 0 0 0 4 0 4.5 0 0 37.971626 -VWX 32 97{649:122,5x27 -122.5325 1400 Second St : ATCURB 1I Ch -ATTN:1406 Sei aonO 3t i Holy needs Patch 1.13 4-00 $40.78 $Ozo 593 4 0 9.5 37.971657 -122.5327 1406 Second Ss : ANG -'F 2.38 $86.09 594 4 0 5 37.971661 -122.5327 1406 Second St: 1.25 $45.31 595 4 0 1 37.971668 -122.5327 1406 Second St : At crack 0.25 $9.06 596 4 0 10 37.971661 -122.5327 8 •.LCUT DANGER _.' _ 2.50 $90.63 597 4 0 4.5 37.971615 -122.5328 1.CLIT -^.FiiGER 1.13 $40.78 598 12 0 5 37.971676 -122.532811406 Second St: LCUT 3.75 $135.94 5'94 600 0 2 0 0 2 1U.40 37.971699 -122.533 1416 Second St : At crack XCUT 0.25 i'..1. '5.00 $9.06 601 4 0 3 37.971691 -122.533 1416 Second St : At crack XCUT 0.75 $27.19 60]- s li5-t -:2z" 0.00 So.Pa 603 0 0 0 37.971703 -122.5332 RR 1416 Second St: Tree Root is liftingslabs 25 0.00 $0.00 604 6 2 5 37.97171 -122.5332 1448 Second St: 2.50 $90.63 605 6 0 4 37.971745 -122.5335 800 E St on Second St : 1.50 $54.38 606 11 0 5.5 37.971752 -122.5335 800 E St on Second St : LCUT 3.78 $137.07 607 2 0 2 37.971756 -122.5335 BOO E St on Second St : LCUT 0.25 $9.06 608 8 0 2.5 37.9716 -122.5335 1475 Second St: 1.25 $45.31 109 610 0 4 0 0 0 3 37.9716 38 ATi -122.5335 1475 Second St: 0:00 0.75 $27.19 611 4 0 1.5 37.9716 -122.5334 14'15 Second S:: LCUT OANGER 0.38 $13.59 612 4 0 3 37.971603 -122.5333 14754666hd$f'-LCUT OANGEW-: 0.75 $27.19 613 4 0 5 37.971603 -122.53331475 Second Si : DANGER 1.25 545.31 619 615 0 6 ❑ 0 0 2 5Z92tjA 37.9716 -122.5333 1475 Second St: XCUT OG 0.75 $27.19 616 8 0 2.5 37.971592 -122.5333 1475 Second St: XCUT 1.25 $45.31 617 3 1 1 37.9716 -122.5333 1475 Second St: LCUT 0.25 $9.06 618 4 0 0.5 37.971603 -122.5333 1475 Second St : XCUT LCUT 0.13 $4.53 619 4 1 0 2 37.971596 -122.5332 1475 Second St: 0.50 $18.13 620 7 1 0 9.5 37.971577 -122.533 1475 Second St: LCUT 4.16 $150.66 Date created - 2/7/2022 8 of 11 No. Max Ht. Min Ht. (1/8 of In.) (1/8 of In.) Length (Feet) Latitude Longitude Description R&R SgFt In Ft to Cut Cost Date Initial 621 6 4 2 37.971573 -122.533 :1475 Second St: LCUT 1.25 $45.31 622 5 1 5.5 37.971581 -122.533 .1475 Second St: LCUT 2.06 574.77 623 624 625 5 0 - 6 0 0 0 19.5 D$a.CO 2.5 37.971561 37.971542 -122.5329:1401 -122.5328 Second St: LCUT 6.09 0.94 $220.90 $33.98 626 627 628 629 8 4 D 12 0 0 D, 1 4.5 3 (), 5 37.971539 37.97155 37.971542 -122.532811401 -122.5328 -122.5328 Second St: XCUT LCUT 14015ewnd St : XfilT DAN. .1401 Second St: LCUT 2.25 0.75 + R{30- . 4.06 $81.56 $27.19 ySR04 $147.27 630 6 2 4.5 37.971546 -122.5328 1401 Second St: LCUT 2.25 $81.56 631 3 1 2 37.971542 -122.5327 1401 Second St: LCUT 0.50 $18.13 632 5 1 4.5 37.971546 -122.5328 1401 Second St : CURBCUT 1.69 $61.17 633 12 0 3.5 37.971542 -122.5328.1401 Second St: XCUT 2.63 $95.16 634 7 0 13.5 37.971539 -122.532711401 Second St: XCUT LCUT 5.91 $214.10 635 7 0 2 37.971531 -122.5327 1401 Second St: XCUT 0.88 $31.72 636 8 0 5.5 37.971535 -122.5327 1401 Second St: XCUT LCUT 2.75 $99.69 637 4 0 2.5 37.971542 -122.5327 1401 Second St: XCUT 0.63 522.66 638 7 0 18 37.971531 -122.5327 1401 Second St: LCUT3iCL3T:•DANGER 7.88 $285.47 639 8 0 2-5 37-971527 -122.5326 14M Second S:: lCLrr XCUTDANGER 1.25 $45.31 640 3 2 3 37.971531 -122.5326 1401 Second St: At crack. LCUT 0.94 $33.98 641 10 0 6.5 37.971523 -122.5326 ;Qb1 Sesand St : X69 LCUT DANGER 4.06 $147.27 642 2 0 2 37.971527 -122.5326 14613*condSt : XCuT LCUT DANGER 0.25 $9.06 663 0 0 0 • .. R�3FtS'tirHl5f : FW�etired p7fChi�Jjmw Now '.� . -- MOO 644 0 1 0 0 37.971455 1:2.53.8 AVi 14323I�wnrl3t: i•inieSrlr�.c'dPytrh 0...00 "cuo 645 7 0 037.971484 -122.5318 ATiN I9235ecof�tt5t: Hof! ri(!I 1a patcfi+ - 0.00 si-j 0 646 r? 0 0 37,971451 -S3).$ ..'fjTi 13�3:5ec+l ' St ^ , .I A d# i ed - 0.00 50.40 647 5 0 4 37.971451 -122.5319 1323 Seeond St : LCUT GAUGER 1.25 545.31 648 6 0 5 37.971451 -122.5318'11323 Second St : kCUT DANGER 1.88 $67.97 649 4 0 2.5 37.971447 -122.5318 X923 : rcc�--d St : At crack, LCUT {:ANGER 0.63 $22.66 650 6 0 2 37.971447 -122.5318 1373 eecond 5t' 4 -CVT DANGER 0.75 $27.19 651 9 4 1.5 37.97142 -122.5317 1315 Second St: LCirr DANGER 1.22 $44.18 652 5 1 5 37.97142 -122.5316 1309 Second St: LCUT 1.88 $67.97 653 4 2 5 37.971508 -122.5316 1309 Second St : LCUT 1.88 $67.97 654 5 0 3.5 37.971424 -122.5316 1309 Second St: LCUT 1.09 $39.65 655 3 0 3.5 37.971425 -122.5317 H 0-66 523.79 656 4 1 5 37.971409 -122.5316 1309 Second St: 1.56 S56.64 657 0 0 0 , _ _ 1]0 MOD 658 4 0 8 37.971397 -122.5314 1305 Second St: LCUT 2.00 $72.50 659 2 0 3 37 971405 -122.531411305 Second St: LCUT 0.38 $13.59 660 661 0 4 0 2 0 2.5 37.97139 37.971382 -122.53131301 Second St: _ 0.94 30.00 $33-98 662 6 4 3.5 37.971367 -122.531 1295 Second St: LCUT 2.19 $79.30 663 5 1 2 37.971367 -122.531 1295 Second St: LCUT 0.75 $27.19 664 665 0 3 0 0 1.5u 37.971352 -122.5309 1295 Second St: At crack. XCUT 0.28 -tom 510.20 666 4 0 3 37.971355 -122.5309 1295 Second St: At crack. XCUT 0.75 527.19 667 3 0 1 37.971355 -122.5309 1295 Second St: At crack. XCUT 0.19 $6.80 668 7 4 3.5 37.971344 -122.5308 1295 Second St: 1 2.41 $87.23 669 4 0 0.5 37.971348 -122.5307 1295 Seeobd 5- ..R.4NGb; 0.13 $4.53 670 671 672 673 4 0 6 4 0 e7 3 0 5 0 5 2 37.971336 -9 -,J)329 37.971329 37.971329 -122.5307 -122.5306 -122.5306 _ _ 1215 Second St: LCUT 1.25 2.81 0.50 $45.31 $101.95 518.13 674 8 0 18 37-971313 -122.5305 1215 Second St: LCUT XCUT 9.00 $326.25 675 4 3 4.5 37.971317 -122.5305 1215 Second St: LCUT 1.97 $71.37 676 4 0 5 37.971321 -122.5305 1215 Second St: LCUT XCUT 1.25 $45.31 677 2 0 0.5 37.971298 -122.5305 1215 Second St: XCUT 0.06 $2.27 678 9 0 4.5 37.97131 -122.5305 1215 Second St: XCUT LCUT 2.53 $91.76 679 680 0 4 0 0 0 4 37.471306 37.971291 -122.5304 A%'�1.3 1215 Second St: LCUT .. �. 1.00 : $o:OD 536.25 681 2 0 3 37.971287 -122.5304 1215 Second St: LCUT 0.38 513.59 682 4 1 3.5 37.971298 -122.530411211 Second St: 1.09 $39.65 683 4 3 3.5 37.971298 -122.5304 :1211 Second St: 1.53 $55.51 684 5 0 2 37.971313 -122-5304 1211 Second St: ATCURB 0.63 $22.66 685 6 3 7 37.971283 -122,5302 1209 Second St: 3.94 $142.73 686 3 2 2.5 37.971287 -122,5302 1209 Second St: LCUT 0.78 $28.32 687 5 2 5.5 37.971416 -122.5302 2.41 $87.23 688 4 0 2 37.971279 -122.5301 12015econd St: LCUT 0.50 $18.13 689 5 0 5 37.971272 -122.53011201 Second St: LCUT XCUT 1.56 $56.64 690 3 0 1.5 37.971386 -122.5301 1201 Second St: XCUT 0.28 510.20 691 6 0 4 37.971264 -122.5301 1201 Second St: LCUT 1.50 $54.38 692 4 0 4 37.971268 -122.5301 1201 Second St : LCUT 1.00 $36.25 693 5 0 1.5 37.971272 -122.5301 1201 Second St : At crack.0.47 $16.99 694 6 0 7,5 37.971272 -122.5301 1201 Second St: 2.81 $101.95 695 4 0 1.5 37.971272 -122.53 0.38 1 $13,59 Date created - 2/7/2022 9 of 11 LTrB�ox OWNCRETUCUTT/N6 No. Max Ht. 11/8 of In.) Min Ht. (1/8 of In.) Length (Feet) Latitude Longitude Description R&R SgFt InFt to Cut Cost Date Initial 696 0 0 0 37.971252 -122.5299 RR 1201 Second St : Tree Root is lifting slabs 14 0.00 54.00 697 6 2 3.5 37.971214 -122.5297 724 B St on Second St : LCUT 1.75 S;63.44 698 4 0 8 37.971222 -122.5297 '724 B St on Second St : LCUT 2.00 $72.50 699 4 0 4 37.971222 -122.5297 '724 B St on Second St : 1.00 $36.25 ]130 701 .0 6 D 0 7.5 37.971237 -122.5297 724 B St on Second St : LCUT G.Qo 2.81 . 1.6.6117 $101.95 702 6 0 3 37.971245 -122.5296 724 B St on Second St : LCUT 1.13 $40.78 703 4 0 1.5 37.971245 -122.5296 724 B St on Second St : 0.38 $13.59 704 6 4 5 37.971233 -122.52961724 B St on Second St: 3.13 $113.28 705 7 0 5 37.971218 -122.5296 724 B St on Second St: 2.19 $79.30 706 7 0 5 37.971222 -122.5295 724 BSt on Second St: 2.19 $79.30 7D)r. 708 0 5 D 0 -I' 2 37.971363 -122.5296 724 B St on Second St : At crack. LCUT 0.00 0.63 $9.60 $22.66 709 5 0 1 37.971226 -122.5295 724 B St on Second St : LCUT 0.31 $11.33 710 10 0 5 37.971214 -122.5295 724 B St on Second St : At crack. XCUT 3.13 5113.28 711 4 0 0.5 37.971218 -122.5295 724 B St on Second St : At crack. XCUT 0.13 54.S3 712 6 0 5 37.971203 -122.5295 724 B St on Second St : 1.88 567.97 713 0 0 0 37.971203 -122.5295 RR 724 B St on Second St: Tree Root is lifting slabs and slabs 84 0.00 $0.00 714 0 0 0 37.971195 -122.5294 RR 724 B St on Second St : Slabs cracked 36 0.00 $0.00 715 5 0 3.5 37.971195 -122.5294 724 B St on Second St : 1.09 $39.65 715 717 D 6 2 0 2 379711-'12 37.971195 -122.5293 1115 Second St: -_ 0.00 1.00 $Q.i70 $36.25 728 719 0 4 0 0 0 6 37.971172 -122.5291 1111 Second St : 0.00 1.50 $0.60 $,54.38 720 4 0 4.5 37.971172 -122.52911111 Second St: 1.13 $40.78 721 4 0 15 37.971222 -122.529 1111 Sed: LCIT GANGER 3.75 $135.94 722 4 3 2 37.971188 -122.529J1111 Second St: LCUT 0.88 $31-72 723 5 0 4 37.971161 -122.529 1111 Second St : LCUT 1.25 545.31 724 5 3 1 37.97118 -122.52911111 Second St: At crack. LCUT 0.50 $18.13 725 4 0 3 37.971191 -122.528911111 Second St: 0.75 $27.19 726 0. _ 0 _ - aw $6.00 727 4 0 14 37.971146 -122.5289 739 A Ston Second St: 3.50 $126.88 728 0 0 0 37.97113 -122.5287 RR 739 A St on Second St : Sewer lid is cracked 2 0.00 $0.00 7?9 730 0 13 C 0 D 20.5 37.9T108 37.971046 -122.5277 931 Second St :ATCURB _ n-00 16.66 $603.79 731 0 0 0 37.97102 -122.5277 RR 931 Second St: Tree Root is lifting slabs 76.5 0.00 $0.00 732 14 11 11 37.970997 -122.5276 931 Second St: ATCURB 17.19 $,623.05 733 6 0 4.5 1 37.971031 -122.5276 931 Second St: LCUT 1.69 $61.17 734 9 0 1 37.97102 -122.5276 931 Second St : LCUT 0.56 $20.39 735 2 0 0.5 37.971008 -122.5276 931 Second St : XCUT 0.06 $2.27 736 5 0 1 37.97102 -122.5276 931 Second St: XCUT 0.31 $11.33 737 5 1 4.5 37.971024 -122.5276 931 Second St : ATCURB 1.69 $61.17 738 4 0 0.5 37.970982 -122.5274 775 Lindaro St on Second St : 0.13 $4.53 739 7 0 14 37.970936 -122.52777S'Undaro SL on Second St: ATWRB.DANGER 6.13 $222.03 740 7 5 3.5 37.970917 -122.5266775 Undaro Sc on Second SL : DANGER 2.63 $95.16 741 6 4 14 37.970814 -122.5258 790 undero S[ an SeconaSt! DANGER 8.75 $317.19 742 5 2 5 37.970802 -122.5258 790 Lindaro St on Second St: 2.19 $79.30 743 5 2 5 37.97081 -122.5257 790 Lindaro St on Second St: 2.19 $79.30 744 4 1 5.5 37.970798 -122.5257 790 Lindaro St on Second St: 1.72 $62.30 745 11 0 5 37.970787 -122.5257 790 Lindaro St on Second St: LCUT 3.44 $124.61 746 3 1 9 37.97084 -122.5257 790 Lindaro St on Second St: LCUT 2.25 $81.56 747 4 1 2.5 37.970776 -122.5257 790 Lindaro St on Second St : LCUT 0.78 $28.32 748 4 0 3 37.97086 -122.5256 790 Lindaro St on Second St : XCUT 0.75 $27.19 749 3 0 2 37.970818 -122.5256 790 Lindaro St on Second St : XCUT 0.38 $13.59 750 4 1 2 37.97089 -122.5256 790 Lindaro St on Second St : 0.63 $22.66 751 S 0 4.5 37.970779 -122.5255 790 Lindaro St on Second St : 1.41 $50.98 752 8 7 5 37.970753 -122.5251 '790 Lindaro St on Second St : 4.69 5169.92 753 4 1 15 37.970745 -122.5246 M:tindaro St on Second St: CUR9CGT DANGER 4.69 $169.92 754 8 0 11.5 37.970654 -122.5243 790 UndatoSt an Second St: Fre Lane. CURBOJT DANGER 5.75 $208.44 755 4 0 2 37.974232 -122.532 .4DDON 1099 D St: XCUT 0.50 $18.13 756 2 0 1 37.974224 -122.532 ADDON 1099 D St: XCUT 0.13 $4.53 757 6 0 5.5 37.974094 -122.532 Amok if753 D st ; Amim hrn7CAK 2.06 $74.77 758 5 4 0.5 37.974068 -122.532 AD66N-%Q-"1SC:Cl3RSCUTDAN°GER 0.28 $10.20 759 4 0 5 37.97403 -122.532 .ADDON 1099 D St : At Pacific Bell lid. 1.25 $45.31 760 5 2 3.5 37.974033 -122.5321 ADDON 10" DSt : At Fara Lanl.CUR900 DANGER _ 1.53 $55.51 761 5 1 1.5 37.974152 -122.5322 ADDON 1001 D St: 0.56 $20.39 762 5 0 3.5 37.97342 -122.5321 14014%% 5t An DSt :•OURBEGTT' DANGER 1.09 $39.65 763 4 2 3.5 37.973923 -122.5319 AWON 1040 D St: 1.31 $47.58 764 4 0 5 37.973949 -122.5319 ,ADDON 1040 D St: 1.25 $45.31 765 3 1 6 37.974083 -122.5307 .ADDON 1033 C St : LCUT 1.50 $54.38 766 4 0 2 37.974064 -122.5307 ,ADDON 1033 C St : 0.50 $18.13 767 6 0 5 37.973831 -122.5307 .ADDON 1011 C St : ATCURB 1.88 $67.97 768 10 3 5 37.972874 -122.5309 ADDON 91TC St Suite B I ATCURB MWCAR 4.06 $147.27 769 5 0 5 37.974178 -122.5306 .ADDON Across 1033 C St : 1.56 $56.64 770 10 0 4 37.973591 -122.5294 ,ADDON 1009 B St : 2.50 $90.53 Date created - 2/7/2022 10 of 11 No. Max HL Min Ht. (1/8 of In.) (1/8 of In.) Length (Feet) latitude Longitude Description R&R SgFt In Ft to Cut Cost Date Initial 771 4 0 2 37.9734 -122.5294 ADDON 12004th on B St : XCUTto 147. 0.50 $18.13 772 5 0 10.5 37.973026 -122.5296 ADW14 937 9 S' : CURBCUT MVCAR 3.28 $118.95 773 5 4 1 37.973408 -122.5294 AOD¢N 1746 4th St on B St : WPBCJT { CAR 0.56 $20.39 774 5 4 1 37.972809 -122.5282 AGDON 1101 4th Sr on 5 St : C.7RBCUT MVCAft 0.56 520.39 Date created - 2/7/2022 11 of 11 Exhibit B BONDFORMS Required for contracts over $25, 000. Downtown Sidewalk Shaving Approved by City Attorney, dated 02/27/2020 Up to $175,000 Contract Bond Forms Payment Bond City of San Rafael ("City") and ("Contractor") have entered into a contract, dated , 20_ ("Contract") for work on the ("Project"). The Contract is incorporated by reference into this Payment Bond ("Bond"). 1. General. Under this Bond, Contractor as principal and its surety ("Surety"), are bound to City as obligee in an amount not less than $ , under California Civil Code sections 9550, et seq. 2. Surety's Obligation. If Contractor or any of its subcontractors fails to pay any of the persons named in California Civil Code section 9100 amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of Contractor and its subcontractors, under California Unemployment Insurance Code section 13020, with respect to the work and labor, then Surety will pay for the same. 3. Beneficiaries. This Bond inures to the benefit of any of the persons named in California Civil Code section 9100, so as to give a right of action to those persons or their assigns in any suit brought upon this Bond. Contractor must promptly provide a copy of this Bond upon request by any person with legal rights under this Bond. 4. Duration. If Contractor promptly makes payment of all sums for all labor, materials, and equipment furnished for use in the performance of the Work required by the Contract, in conformance with the time requirements set forth in the Contract and as required by California law, Surety's obligations under this Bond will be null and void. Otherwise, Surety's obligations will remain in full force and effect. 5. Waivers. Surety waives any requirement to be notified of alterations to the Contract or extensions of time for performance of the Work under the Contract. Surety waives the provisions of Civil Code sections 2819 and 2845. City waives requirement of a new bond for any supplemental contract under Civil Code section 9550. Any notice to Surety may be given in the manner specified in the Contract and delivered or transmitted to Surety as follows: Attn: Address: _ City/State/Zip: Phone: Fax: Email: 6. Law and Venue. This Bond will be governed by California law, and any dispute pursuant to this Bond will be venued in the Superior Court of Marin County, and no other place. Surety will be responsible for City's attorneys' fees and costs in any action to enforce the provisions of this Bond. Downtown Sidewalk Shaving Approved by City Attorney, dated 02/27/2020 Up to $175,000 Contract Payment Bond Bond No. 800133632 Payment Bond Precision Emprise, LLC City of San Rafael ("City") and dba Precision Concrete Cutting ('Contractor") have entered into a contract, dated 0- 2 n, 4 20 2 ("Contract") for work on the City's Downtown Sidewalk Shaving ("Project"). The Contract is incorporated by reference into this Payment Bond ("Bond"). General. Under this Bond, Contractor as principal and Atlantic Specialty Insurance Company its surety ("Surety"), are bound to City as obligee in an amount not less than $ 53,000.00 , under California Civil Code sections 9550, et seq. 2. Surety's Obligation. If Contractor or any of its subcontractors fails to pay any of the persons named in California Civil Code section 9100 amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of Contractor and its subcontractors, under California Unemployment Insurance Code section 13020, with respect to the work and labor, then Surety will pay for the same. 3. Beneficiaries. This Bond inures to the benefit of any of the persons named in California Civil Code section 9100, so as to give a right of action to those persons or their assigns in any suit brought upon this Bond. Contractor must promptly provide a copy of this Bond upon request by any person with legal rights under this Bond. 4. Duration. If Contractor promptly makes payment of all sums for all labor, materials, and equipment furnished for use in the performance of the Work required by the Contract, in conformance with the time requirements set forth in the Contract and as required by California law, Surety's obligations under this Bond will be null and void. Otherwise, Surety's obligations will remain in full force and effect. 6. Waivers. Surety waives any requirement to be notified of alterations to the Contract or extensions of time for performance of the Work under the Contract. Surety waives the provisions of Civil Code sections 2819 and 2845. City waives requirement of a new bond for any supplemental contract under Civil Code section 9550. Any notice to Surety may be given in the manner specified in the Contract and delivered or transmitted to Surety as follows: Attn: Daryl Casale Address: 230 W. Monroe St. Suite 2810 City/State/Zip: Chicago, IL 60606 Phone: 312-821-4742 Fax: Email: c e(a,)intactmsurance.com S. Law and Venue. This Bond will be governed by California law, and any dispute pursuant to this Bond will be venued in the Superior Court of Marin County, and no other place. Surety will be responsible for City's attorneys' fees and costs in any action to enforce the provisions of this Bond. Downtown Sidewalk Shaving Approved by City Attorney, dated 02/27/2020 Up to $175,000 Contract Payment Bond 7. Effective Date; Execution. This Bond is entered into and is effective on 20_. Three identical counterparts of this Bond, each of which is deemed an original for all purposes, are hereby executed and submitted. SURETY: Atlantic Specialty Insurance Company Business Name J S/ � /� i dC �2• � I William Reidmger, Attorney -in -Fact Name/Title (Attach Acknowledgment with Notary Seal and Power of Attorney) Precision Emprise, LLC dba Precision Concrete Cutting Business Name s/ Name/Title APPROVED BY CITY: sl �" 4 &U I- - htinr n -e y Namerritle Downtown Sidewalk Shaving END OF PAYMENT BOND Approved by City Attorney, dated 02/27/2020 Up to $175,000 Contract Payment Bond Bond No. 800133632 Performance Bond Precision Emprise, LLC dba City of San Rafael ("City") and Precision Concrete Cutting ("Contractor") have entered into a contract, dated "t Z , 20 ("Contract') for work on the City's Downtown Sidewalk Shaving ("Project"). The Contract is incorporated by reference into this Performance Bond ("Bond"). General. Under this Bond, Contractor as Principal and Atlantic Specialty Insurance Company, its surety ("Surety"), are bound to City as obligee for an amount not less than S 53,000.00 By executing this Bond, Contractor and Surety bind themselves and their respective heirs, executors, administrators, successors and assigns, jointly and severally, to the provisions of this Bond. 2. Surety's Obligations; Waiver. If Contractor fully performs its obligations under the Contract, including its warranty obligations under the Contract, Surety's obligations under this Bond will become null and void upon City's acceptance of the Project, provided Contractor has timely provided a warranty bond as required under the Contract. Otherwise Surety's obligations will remain in full force and effect until expiration of the one year warranty period under the Contract. Surety waives any requirement to be notified of and further consents to any alterations to the Contract made under the applicable provisions of the Contract documents, including changes to the scope of Work or extensions of time for performance of Work under the Contract. Surety waives the provisions of Civil Code sections 2819 and 2845. 3. Application of Contract Balance. Upon making a demand on this Bond for completion of the Work prior to acceptance of the Project, City will make the Contract Balance available to Surety for completion of the Work under the Contract. For purposes of this provision, the Contract Balance is defined as the total amount payable by City to Contractor as the Compensation minus amounts already paid to Contractor, and minus any liquidated damages, credits, or backcharges to which City is entitled under the terms of the Contract. 4. Contractor Default. Upon written notification from City that Contractor is in default under the Contract, time being of the essence, Surety must act within seven calendar days of receipt of the notice to remedy the default through one of the following courses of action: 4.1 Arrange for completion of the Work under the Contract by Contractor, with City's consent, but only if Contractor is in default solely due to its financial inability to complete the Work; 4.2 Arrange for completion of the Work under the Contract by a qualified contractor acceptable to City, and secured by performance and payment bonds issued by an admitted surety as required by the Contract documents, at Surety's expense; or 4.3 Waive its right to complete the Work under the Contract and reimburse City the amount of City's costs to have the remaining services completed. 5. Surety Default. If Surety defaults on its obligations under the Bond, City will be entitled to recover all costs it incurs due to Surety's default, including legal, design professional, or delay costs. 6. Notice. Notice to Surety must be given or made in writing and sent to the Surety via personal delivery, U.S. Mail, or a reliable overnight delivery service, or by email as a PDF (or comparable) file. Notice is deemed effective upon delivery unless otherwise specified. Notice for the Surety must be given as follows: Downtown Sidewalk Shaving Approved by City Attorney, dated 02/27/2020 Up to $175,000 Contract Performance Bond Attn: Daryl Casale Address: 230 W Monroe St. Suite 2810 City/State/Zip: Chi o, IL 60606 Phone: 312-821-4742 Fax: Email: dcasale@intactinsurance.com 7. Law and Venue. This Bond will be governed by California law, and any dispute pursuant to this Bond will be venued in the Superior Court of Marin County, and no other place. Surety will be responsible for City's attomeys' fees and costs in any action to enforce the provisions of this Bond. 8. Effective Date; Execution. This Bond is entered into and effective on , , 20_ Three identical counterparts of this Bond, each of which is deemed an original for all purposes, are hereby executed and submitted. SURETY: Atlantic Specialty Insurance Company �] Businen Name sl4UVI . William Reldinger, Attorney -in -Fact Name/Title [print] (Attach Acknowledgment with Notary Seal and Power of Attorney) Precision Ernprise, LLC dba Precision Concrete Cutting Business Name s/ Name/Title APPROVED BY CITY: �A rI ! ' ! :� iYllf ■ Downtown Sidewalk Shaving END OF PERFORMANCE BOND Approved by City Attorney, dated 02/27/2020 Up to $175,000 Contract Performance Bond Surety Company Acknowledgment: State of Illinois County of _ DuPaQe On this �_'J day of 2022, before me personally appeared William Reidinger _ _ , to be known, whom being by me duly sworn, did depose and say: that he/she resides at Schaumburg, IL , that he/she is the Attorney -in -Fact of Atlantic Specialty Insurance Company the corporation described in and which executed the annexed instrument; that he/she knows the corporate seal of said corporation that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation; that he/she signed his/her name thereto by like order; and that the liabilities of said corporation do not exceed its assets as ascertained in the manner provided by law. OFFICIAL SEAL REBECCA R ALVES NOTARY PUBLIC - STATE OF ILLINOIS MY COWASSION EXPIRES:06Y19124 Rebecca R. Alves Notary Public in and for the above County and State My commission expires 6/29/2024 �ltact Power of Attorney y Surety Bond No: 800133632 Principal: Precision Emprise LLC dba Precision Concrete Cutting Obligee: City of San Rafael KNOW ALL MEN BY THESE PRESENTS, that ATLANTIC SPECIALTY INSURANCE COMPANY, a New York corporation with its principal office in Plymouth, Minnesota, does hereby constitute and appoint -Wil I Tarn Reidinger , each individually if there be more than one named, its true and lawful Attorney -in -Fact, to make, execute, seal and deliver, for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof; provided that no bond or undertaking executed under this authority shall exceed in amount the sum of- sixty million dollars ($60iMJM) and the execution of such bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof in pursuance of these presents, shall be as binding upon said Company as if they had been fully signed by an authorized officer of the Company and sealed with the Company seal. This Power of Attorney is made and executed by authority of the following resolutions adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September, 2012: Resolved: That the President, any Senior Vice President or Vice -President (each an "Authorized Officer") may execute for and in behalf of the Company any and all bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and affix the seal of the Company thereto; and that the Authorized Officer may appoint and authorize an Attorney -in -Fact to execute on behalf of the Company any and all such instruments and to affix the Company seal thereto; and that the Authorized Officer may at any time remove any such Attorney -in -Fact and revoke all power and authority given to any such Attomey-in- Fact. Resolved: That the Attomey-in-Fact may be given full power and authority to execute for and in the name and on behalf of the Company any and all bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and any such instrument executed by any such Attomey-in-Fact shall be as binding upon the Company as if signed and sealed by an Authorized Officer and, further, the Attorney -in -Fact is hereby authorized to verify any affidavit required to be attached to bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof. This power of attorney is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September, 2012: Resolved: That the signature of an Authorized Officer, the signature of the Secretary or the Assistant Secretary, and the Company seal may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing an Attorney -in -Fact for purposes only of executing and sealing any bond, undertaking, recognizance or other written obligation in the nature thereof, and any such signature and seal where so used, being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS WHEREOF, ATLANTIC SPECIALTY INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of the Company to be affixed this fifth day of March, 2020. ZY tM� STEAL STATE OF MINNESOTA"tt. YG?' b tl BY ■f/ Paul J. Brehm, Senior Vice President HENNEPIN COUNTY On this fifth day of March, 2020, before me personally came Paul J. Brehm, Senior Vice President of ATLANTIC SPECIALTY INSURANCE COMPANY, to me personally known to be the individual and officer described in and who executed the preceding instrument, and he acknowledged the execution of the same, and being by me duly swom, that he is the said officer of the Company aforesaid, and that the seal affixed to the preceding instrument is the seal of said Company and that the said seal and the signature as such officer was duly affixed and subscribed to the said instrument by the authority and at the direction of the Company. CS , 01 f 1 ter• � •ylr; �J: Lti'• Notary Public 1, the undersigned, Assistant Secretary of ATLANTIC SPECIALTY INSURANCE COMPANY, a New York Corporation, do hereby certify that the foregoing power of attorney is in full force and has not been revoked, and the resolutions set forth above are now in force. Signed and sealed. Dated day of _ . - .2022 _ Cj-- VaL7" Christopher V. Jerry, Seercuuy Pa RAF4 � 2 fi �a 'Mip WITH P' CONTRACT ROUTING FORM INSTRUCTIONS: Use this cover sheet to circulate all contracts for review and approval in the order shown below. TO BE COMPLETED BY INITIATING DEPARTMENT PROJECT MANAGER: Contracting Department: Public Works Project Manager: Ashley Dohrmann for Ryan Montes Extension: 3352 Contractor Name: Precision Concrete Cutting Contractor's Contact: Joseph Ortega Contact's Email: jortega@pccnorcal.com ❑ FPPC: Check if Contractor/Consultant must file Form 700 Step 1 RESPONSIBLE DEPARTMENT Project Manager 2 1 City Attorney 3 4 5 Department Director Project Manager Project Manager I PRINT 6 Project Manager 7 City Attorney 8 City Attorney 9 City Manager/ Mayor 10 1 City Clerk DESCRIPTION a. Email PINS Introductory Notice to Contractor b. Email contract (in Word) and attachments to City Attorney c/o Laraine.Gittens@cityofsanrafael.org a. Review, revise, and comment on draft agreement and return to Project Manager b. Confirm insurance requirements, create Job on PINS, send PINS insurance notice to contractor Approval of final agreement form to send to contractor Forward three (3) originals of final agreement to contractor for their signature When necessary, contractor -signed agreement agendized for City Council approval * *City Council approval required for Professional Services Agreements and purchases of goods and services that exceed $75,000; and for Public Works Contracts that exceed $175,000 Date of City Council approval CONTINUE ROUTING PROCESS WITH HARD COPY Forward signed original agreements to City Attorney with printed copy of this routing form Review and approve hard copy of signed agreement Review and approve insurance in PINS, and bonds (for Public Works Contracts) Agreement executed by City Council authorized official Attest signatures, retains original agreement and forwards copies to Project Manager COMPLETED DATE Click here to enter a date. 2/28/2022 2/28/2022 2/28/2022 2/28/2022 2/28/2022 © N/A Or Click here to enter a date. 3/7/2022 3/T/mad REVIEWER Check/Initial NAD N LG N LG 0 BG IX1 AD all