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HomeMy WebLinkAboutAGENDA REPORT 2021 0901 CCSA REG ITEM 10JCITY OF MOORPARK, CALIFORNIA City Council Meeting of September 1, 2021 ACTION APPROVED STAFF RECOMMENDATION, INCLUDING ADOPTION OF RESOLUTION NO. 2021- 4040. (ROLL CALL VOTE: UNANIMOUS). BY B. Garza. J.Consider Plans and Specifications for City Entry Monument Signs, Award of Agreement to Frank & Son, Inc. dba Express Sign & Neon (Express Sign) for the City Entry Monument Sign Project, and Resolution Amending the Budget for Fiscal Year (FY) 2021/22 Appropriating $56,275 from the General Fund to fund the City Entry Monument Sign Project (1000). Staff Recommendation: 1) Approve plans and specifications for City Monument Sign Project; and; 2) Award contract to Frank & Son, Inc. dba Express Sign & Neon for $118,500, plus a contingency of $17,775, for a total contract amount of $136,275 and authorize execution of the Agreement by the City Manager, subject to final language approval by the City Manager; and 3)Adopt Resolution No. 2021-4040 amending the FY 2021/22 budget to fund the City entry monument sign project (C0065). (ROLL CALL VOTE REQUIRED) (Staff: Chris Ball, Senior Management Analyst) Item: 10.J. MOORPARK CITY COUNCIL AGENDA REPORT TO: The Honorable City Council FROM: Jeremy Laurentowski, Parks and Recreation Director BY: Chris Ball, Senior Management Analyst DATE: 09/01/2021 Regular Meeting SUBJECT: Consider Plans and Specifications for City Entry Monument Signs, Award of Agreement to Frank & Son, Inc. dba Express Sign & Neon (Express Sign) for the City Entry Monument Sign Project, and Resolution Amending the Budget for Fiscal Year 2021/22 Appropriating $56,275 from the General Fund to fund the City Entry Monument Sign Project (1000) SUMMARY Staff is recommending that City Council approve City entry monument sign plans and specifications and an Agreement with Frank & Son, Inc. dba Express Sign & Neon (Express Sign) in the amount of $136,275 for the removal and installation of City entry monument signage at designated locations in the City of Moorpark, as well as a resolution allocating the necessary additional funding from the General Fund (1000) for the project. BACKGROUND In September of 2018 the City Council selected an updated standard design for City monument signs located at several locations within the City. The selected design is a traditional, aesthetically pleasing, pre-cast concrete monument sign that incorporates mixed material elements including a cobblestone or stacked stone base and the City seal, logo and tagline. The design abandons the dated design elements of the existing signs located on Princeton Avenue to improve the aesthetic longevity of the City’s monument signs and enhance the experience of both visitors and residents. Item: 10.J. 1065 Honorable City Council 09/01/2021, Regular Meeting Page 2 Following the selection of the monument design, plans and specifications were prepared for sign construction and installation. The final design incorporates a breakaway structural design that will allow the sign to break from the footing in the event of a vehicle impact to reduce the risk of severe injury to vehicle occupants. The specifications also incorporate free-standing 8-watt solar-powered landscape lighting to light the monument signs at night. DISCUSSION On June 16, 2021, the City Council approved the Five-Year Capital Improvement Program for Fiscal Year (FY) 2021/22-2025/26 (CIP), which includes a project to install new City entry monument signage at locations on Tierra Rejada Road, Grimes Canyon Road, and Princeton Avenue (Project C0065). The Tierra Rejada Road location would replace an entry monument sign that was destroyed in an auto accident in 2015. A sign location on Grimes Canyon Road north of Championship Drive was established by easement in the Development Agreement (DA) with Toll Brothers Inc. for the Masters at Moorpark Country Club Estates. This location, however, is approximately sixty feet off the road and would be obstructed by citrus trees. As a result, the proposed location for this sign has been moved to the City right-of-way alongside Grimes Canyon Road. The CIP project also includes the replacement of the existing monument signs on Princeton Avenue north and south of Highway 118 (HWY 118). To improve sign visibility and address reported traffic sightline concerns staff, in coordination with the City Engineer, has identified new locations in approximately the same areas for the new Princeton Avenue monument signs. The sign north of HWY 118 would be relocated approximately 200 feet north of the current location in the center median, while the sign south of HWY 118 would be relocated to a location in the center median south of Condor Drive. The locations of all four signs are shown in the maps in Attachment 1. An informal bid for the City entry monument sign project was released on May 27, 2021. The project scope includes the procurement and installation of four monument signs at the locations noted above, as well as the demolition and disposal of the two existing signs on Princeton Avenue. Two bids were received before the submittal deadline of June 25, 2021. The bid results were as follows: Frank & Son, Inc. dba Express Sign & Neon $118,500.00 Outdoor Dimensions LLC $197,100.00 The apparent low bidder is Express Sign with a bid price of $118,500. The Express Sign bid includes $110,000 for sign procurement and installation ($27,500 per sign) and $8,500 for demolition and removal of the Princeton signs ($4,250 per sign). The bids were evaluated on completeness and cost. Staff feels that Express Sign possesses the necessary qualifications and experience to perform the work. 1066 Honorable City Council 09/01/2021, Regular Meeting Page 3 FISCAL IMPACT The base price of the contract with Express Sign is $118,500. Staff is requesting a fifteen percent (15%) contingency in the amount of $17,775 to cover unforeseen expenses, which would bring the total contract cost to $136,275. In addition, staff is requesting $20,000 ($5,000 per sign location) for landscaping and irrigation modifications following installation, bringing the total cost for this project to $156,275. The approved budget for FY 2021/22 includes $100,000 for CIP project C0065. This includes $25,000 from the Development Agreement for the Warehouse Discount Center which would be applied to the Tierra Rejada Road sign, $25,000 from the Toll Brothers Development Agreement for the Grimes Canyon Road monument sign, and $50,000 from the General Fund. An additional $56,275 is required to fund the total project cost. Therefore, staff is requesting a budget amendment allocating $56,275 from the General Fund (1000) unassigned Fund Balance to fund the City entry monument sign project. STAFF RECOMMENDATION (ROLL CALL VOTE REQUIRED) 1. Approve plans and specifications for City Monument Sign Project; and 2. Award contract to Frank & Son, Inc. dba Express Sign & Neon for $118,500, plus a contingency of $17,775, for a total contract amount of $136,275 and authorize execution of the Agreement by the City Manager, subject to final language approval by the City Manager; and 3. Adopt Resolution No. 2021-____ amending the FY 2021/22 budget to fund the City entry monument sign project (C0065). Attachment 1: City Monument Sign Locations Attachment 2: Draft Agreement – Frank & Son, Inc. dba Express Sign & Neon (including Plans and Specifications for City Monument Sign Project, Exhibit D) Attachment 3: Draft Resolution No. 2021-____ 1067 ATTACHMENT 1 City Monument Sign Locations 1 1068 City Monument Sign Locations 2 1069 AGREEMENT BETWEEN THE CITY OF MOORPARK AND FRANK & SON, INC. DBA EXPRESS SIGN & NEON, FOR CITY ENTRY MONUMENT SIGN PROJECT THIS AGREEMENT, is made and effective as of this _________ day of ________________________, 2021, between the City of Moorpark, a municipal corporation (“City”) and Frank & Son, Inc. dba Express Sign & Neon, a corporation (“Contractor”). In consideration of the mutual covenants and conditions set forth herein, the parties agree as follows: WHEREAS, City has the need for services related to the installation and demolition of City entry monument signage; and WHEREAS, Contractor specializes in providing such services and has the proper work experience, certifications, and background to carry out the duties involved; and WHEREAS, Contractor has submitted to City a Proposal dated June 24, 2021, which is attached hereto as Exhibit C. NOW, THEREFORE, in consideration of the mutual covenants, benefits, and premises herein stated, the parties hereto agree as follows: 1.TERM The term of this Agreement shall be from the date of execution to completion of the work identified in Exhibit D: Contract Plans and Specifications, and in conformance with Exhibit C: Contractor Proposal, unless this Agreement is terminated or suspended pursuant to this Agreement. 2.SCOPE OF SERVICES City does hereby retain Contractor, as an independent contractor, in a contractual capacity to provide services related to the City Entry Monument Sign Project, as set forth in Exhibit C: Contractor Proposal and Exhibit D: Contract Plans and Specifications. In the event there is a conflict between the provisions of Exhibit C, Exhibit D, and this Agreement, the language contained in this Agreement shall take precedence. Contractor shall perform the tasks described and set forth in Exhibit D. Contractor shall complete the tasks according to the schedule of performance, which is also set forth in Exhibit D. Compensation for the services to be performed by Contractor shall be in accordance with Exhibit C. Compensation shall not exceed the rates or contract value of one hundred eighteen thousand five hundred dollars ($118,500.00), plus a contingency in the amount of seventeen thousand seven hundred seventy-five dollars ($17,775.00), for a total contract value of one hundred thirty-six thousand two hundred seventy-five ATTACHMENT 2 1070 Frank & Son, Inc. dba Express Sign & Neon Page 2 of 81 dollars ($136,275.00), without a written amendment to the agreement executed by both parties. Payment by City to Contractor shall be in accordance with the provisions of this Agreement. City and Contractor acknowledge that this project is a public work to which prevailing wages apply, and that a public work project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations (DIR). Contractor agrees to comply with and be bound by all the terms, rules and regulations described in (a) Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, including without limitation Labor Code Section 1771 and (b) the rules and regulations established by the DIR implementing such statutes, as though set forth in full herein, including any applicable amendments made thereto during the term of this Agreement. For every subcontractor who will perform work on this project, Contractor shall be responsible for subcontractor’s compliance with (a) and (b), and Contractor shall take all necessary actions to ensure subcontractor’s compliance. Labor Code Section 1725.5 requires all contractors and subcontractors to annually register with the DIR before bidding or performing on any public work contract. 3. PERFORMANCE Contractor shall at all times faithfully, competently and to the best of their ability, experience, standard of care, and talent, perform all tasks described herein. Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing similar services as are required of Contractor hereunder in meeting its obligations under this Agreement. 4. MANAGEMENT The individual directly responsible for Contractor’s overall performance of the Agreement provisions herein above set forth and to serve as principal liaison between City and Contractor shall be Edgar Aceituno, and no other individual may be substituted without the prior written approval of the City Manager. The City’s contact person in charge of administration of this Agreement, and to serve as principal liaison between Contractor and City, shall be the City Manager or the City Manager’s designee. 5. PAYMENT Taxpayer ID or Social Security numbers must be provided, on an IRS W-9 form, before payments may be made to vendors. The City agrees to pay Contractor monthly, in accordance with the payment rates and terms and the schedule of payment as set forth in Exhibit C, based upon actual time spent on the above tasks. This amount shall not exceed one hundred eighteen thousand five hundred dollars ($118,500.00), plus a contingency in the amount of seventeen thousand seven hundred seventy-five dollars ($17,775.00), for a total contract value of one hundred thirty-six thousand two hundred seventy-five dollars 1071 Frank & Son, Inc. dba Express Sign & Neon Page 3 of 81 ($136,275.00), for the total term of the Agreement unless additional payment is approved as provided in this Agreement. Contractor shall not be compensated for any additional services rendered in connection with its performance of this Agreement, unless such additional services and compensation are authorized, in advance, in a written amendment to the agreement executed by both parties. Contractor shall submit invoices monthly for actual services performed. Invoices shall be submitted on or about the first business day of each month, or as soon thereafter as practical, for services provided in the previous month. Payment shall be made within thirty (30) days of receipt of each invoice as to all non-disputed fees. Any expense or reimbursable cost appearing on any invoice shall be accompanied by a receipt or other documentation subject to approval of the City Manager. If the City disputes any of Contractor’s fees or expenses it shall give written notice to Contractor within thirty (30) days of receipt of any disputed fees set forth on the invoice. 6. TERMINATION OR SUSPENSION WITHOUT CAUSE The City may at any time, for any reason, with or without cause, suspend or terminate this Agreement, or any portion hereof, by serving upon the Contractor at least ten (10) days prior written notice. Upon receipt of said notice, the Contractor shall immediately cease all work under this Agreement, unless the notice provides otherwise. If the City suspends or terminates a portion of this Agreement such suspension or termination shall not make void or invalidate the remainder of this Agreement. The Contractor may terminate this Agreement only by providing City with written notice no less than thirty (30) days in advance of such termination. In the event this Agreement is terminated or suspended pursuant to this Section, the City shall pay to Contractor the actual value of the work performed up to the time of termination or suspension, provided that the work performed is of value to the City. Upon termination or suspension of the Agreement pursuant to this Section, the Contractor will submit an invoice to the City pursuant to this Agreement. 7. DEFAULT OF CONTRACTOR The Contractor’s failure to comply with the provisions of this Agreement shall constitute a default. In the event that Contractor is in default for cause under the terms of this Agreement, City shall have no obligation or duty to continue compensating Contractor for any work performed after the date of default and can terminate or suspend this Agreement immediately by written notice to the Contractor. If such failure by the Contractor to make progress in the performance of work hereunder arises out of causes beyond the Contractor’s control, and without fault or negligence of the Contractor, it shall not be considered a default. If the City Manager or the City Manager’s designee determines that the Contractor is in default in the performance of any of the terms or conditions of this 1072 Frank & Son, Inc. dba Express Sign & Neon Page 4 of 81 Agreement, designee shall cause to be served upon the Contractor a written notice of the default. The Contractor shall have seven (7) days after service upon it of said notice in which to cure the default by rendering a satisfactory performance. In the event that the Contractor fails to cure its default within such period of time, the City shall have the right, notwithstanding any other provision of this Agreement, to terminate this Agreement without further notice and without prejudice to any other remedy to which it may be entitled at law, in equity or under this Agreement. 8. LIQUIDATED DAMAGES If the Contractor fails to complete the work, or any portion thereof, within the time period required by this Agreement, or as duly extended in writing by the City Manager, Contractor shall forfeit and pay to the City, as liquidated damages, the sum of one hundred fifty dollars ($150.00) per day for each calendar day the work, or portion thereof, remains uncompleted after the above specified completion date. Liquidated damages shall be deducted from any payments due or to become due to the Contractor under the terms of this Agreement. Progress payments made by the City after the above specified completion date shall not constitute a waiver of liquidated damages by the City. 9. OWNERSHIP OF DOCUMENTS Contractor shall maintain complete and accurate records with respect to sales, costs, expenses, receipts, and other such information required by City that relate to the performance of services under this Agreement. Contractor shall maintain adequate records of services provided in sufficient detail to permit an evaluation of services. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible. Contractor shall provide free access to the representatives of City or the City’s designees at reasonable times to such books and records; shall give the City the right to examine and audit said books and records; shall permit City to make transcripts therefrom as necessary; and shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement. Notification of audit shall be provided at least thirty (30) days before any such audit is conducted. Such records, together with supporting documents, shall be maintained for a period of ten (10) years after receipt of final payment. Upon completion of, or in the event of termination or suspension without cause of this Agreement, all original documents, designs, drawings, maps, models, computer files, surveys, notes, and other documents prepared in the course of providing the services to be performed pursuant to this Agreement shall become the sole property of the City and may be used, reused, or otherwise disposed of by the City without the permission of the Contractor. With respect to computer files, Contractor shall make available to the City, at the Contractor’s office and upon reasonable written request by the City, the necessary computer software and hardware for purposes of accessing, compiling, transferring, and printing computer files. 1073 Frank & Son, Inc. dba Express Sign & Neon Page 5 of 81 10. INDEMNIFICATION AND HOLD HARMLESS Contractor shall indemnify, defend and hold harmless City, and any and all of its officers, employees, and agents (“City Indemnitees”) from and against any and all causes of action, claims, liabilities, obligations, judgments, or damages, including reasonable legal counsels’ fees and costs of litigation (“claims”), arising out of the Contractor’s performance of its obligations under this Agreement or out of the operations conducted by Contractor, including the City’s active or passive negligence, except for such loss or damage arising from the sole negligence or willful misconduct of the City. In the event the City Indemnitees are made a party to any action, lawsuit, or other adversarial proceeding arising from Contractor’s performance of this Agreement, the Contractor shall provide a defense to the City Indemnitees or at the City’s option reimburse the City Indemnitees their costs of defense, including reasonable legal counsels’ fees incurred in defense of such claims. Contractor agrees to obtain executed indemnity agreements with provisions identical to those set forth in this Section from each and every subcontractor, or any other person or entity involved by, for, with, or on behalf of Contractor in the performance of this Agreement. In the event Contractor fails to obtain such indemnity obligations from others as required here, Contractor agrees to be fully responsible according to the terms of this Section. Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend City as set forth here is binding on the successors, assigns, or heirs of Contractor and shall survive the termination of this Agreement or this Section. City does not and shall not waive any rights that it may have against Contractor by reason of this Section, because of the acceptance by City, or the deposit with City, of any insurance policy or certificate required pursuant to this Agreement. The hold harmless and indemnification provisions shall apply regardless of whether or not said insurance policies are determined to be applicable to any losses, liabilities, damages, costs, and expenses described in this Section. This Indemnity shall survive termination of the Agreement or Final Payment hereunder. This Indemnity is in addition to any other rights or remedies that the Indemnitees may have under the law or under any other Contract Documents or Agreements. In the event of any claim or demand made against any party which is entitled to be indemnified hereunder, City may, in its sole discretion, reserve, retain, or apply any monies to the Contractor under this Agreement for the purpose of resolving such claims; provided, however, City may release such funds if the Contractor provides City with reasonable assurance of protection of the Indemnitees’ interests. City shall, in its sole discretion, determine whether such assurances are reasonable. 11. INSURANCE Contractor shall maintain prior to the beginning of and for the duration of this Agreement insurance coverage as specified in Exhibit A attached hereto and incorporated herein by this reference as though set forth in full. 1074 Frank & Son, Inc. dba Express Sign & Neon Page 6 of 81 12. INDEPENDENT CONTRACTOR Contractor is and shall at all times remain as to the City a wholly independent Contractor. The personnel performing the services under this Agreement on behalf of Contractor shall at all times be under Contractor’s exclusive direction and control. Neither City nor any of its officers, employees, or agents shall have control over the conduct of Contractor or any of Contractor’s officers, employees, or agents, except as set forth in this Agreement. Contractor shall not at any time or in any manner represent that it or any of its officers, employees, or agents are in any manner officers, employees, or agents of the City. Contractor shall not incur or have the power to incur any debt, obligation, or liability against City, or bind City in any manner. No employee benefits shall be available to Contractor in connection with the performance of this Agreement. Except for the fees paid to Contractor as provided in the Agreement, City shall not pay salaries, wages, or other compensation to Contractor for performing services hereunder for City. City shall not be liable for compensation or indemnification to Contractor for injury or sickness arising out of performing services hereunder. 13. LEGAL RESPONSIBILITIES The Contractor shall keep itself informed of local, state and federal laws and regulations which in any manner affect those employed by it or in any way affect the performance of its service pursuant to this Agreement. The Contractor shall at all times observe and comply with all such laws and regulations, including but not limited to the Americans with Disabilities Act and Occupational Safety and Health Administration laws and regulations. The City and Contractor shall comply with Exhibit B, California Public Contract Code Section 9204, when applicable. The City, and its officers and employees, shall not be liable at law or in equity occasioned by failure of the Contractor to comply with this Section. 14. ANTI DISCRIMINATION Neither the Contractor, nor any subcontractor under the Contractor, shall discriminate in employment of persons upon the work because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status of such person; or any other basis protected by applicable federal, state, or local law, except as provided in Section 12940 of the Government Code. The Contractor shall have responsibility for compliance with this Section, if applicable [Labor Code Sec. 1735]. 15. UNDUE INFLUENCE Contractor declares and warrants that no undue influence or pressure is used against or in concert with any officer or employee of the City in connection with the award, terms or implementation of this Agreement, including any method of coercion, 1075 Frank & Son, Inc. dba Express Sign & Neon Page 7 of 81 confidential financial arrangement, or financial inducement. No officer or employee of the City will receive compensation, directly or indirectly from Contractor, or any officer, employee or agent of Contractor, in connection with the award of this Agreement or any work to be conducted as a result of this Agreement. Violation of this Section shall be a material breach of this Agreement entitling the City to any and all remedies at law or in equity. 16. NO BENEFIT TO ARISE TO LOCAL EMPLOYEES No member, officer, or employee of the City, or their designees or agents, and no public official who exercises authority over or responsibilities with respect to the Services during his/her tenure or for one (1) year thereafter, shall have any interest, direct or indirect, in any agreement or sub-agreement, or the proceeds thereof, for work to be performed in connection with the Services performed under this Agreement. 17. CONFLICT OF INTEREST Contractor covenants that neither they nor any officer or principal of their firm have any interests, nor shall they acquire any interest, directly or indirectly, which will conflict in any manner or degree with the performance of their services hereunder. Contractor further covenants that in the performance of this Agreement, they shall employ no person having such interest as an officer, employee, agent, or subcontractor. Contractor further covenants that Contractor has not contracted with nor is performing any services directly or indirectly, with the developer(s) and/or property owner(s) and/or firm(s) and/or partnership(s) and/or public agency(ies) owning property and/or processing an entitlement application for property in the City or its Area of Interest, now or within the past one (1) year, and further covenants and agrees that Contractor and/or its subcontractors shall provide no service or enter into any contract with any developer(s) and/or property owner(s) and/or firm(s) and/or partnership(s) and/or public agency(ies) owning property and/or processing an entitlement application for property in the City or its Area of Interest, while under contract with the City and for a one (1) year time period following termination of this Agreement. 18. NOTICE Any notice to be given pursuant to this Agreement shall be in writing, and all such notices and any other document to be delivered shall be delivered by personal service or by deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, and addressed to the party for whom intended as follows: To: City Manager City of Moorpark 799 Moorpark Ave. Moorpark, CA 93021 1076 Frank & Son, Inc. dba Express Sign & Neon Page 8 of 81 To: Frank Bang, President Frank & Son, Inc. dba Express Sign & Neon 2327 Southwest Dr. Los Angeles, CA 90043 Either party may, from time to time, by written notice to the other, designate a different address or contact person, which shall be substituted for the one above specified. Notices, payments and other documents shall be deemed delivered upon receipt by personal service or as of the third (3rd) day after deposit in the United States mail. 19. CHANGE IN NAME Should a change be contemplated in the name or nature of the Contractor’s legal entity, the Contractor shall first notify the City in order that proper steps may be taken to have the change reflected in the Agreement documents. 20. ASSIGNMENT Contractor shall not assign this Agreement or any of the rights, duties or obligations hereunder. It is understood and acknowledged by the parties that Contractor is uniquely qualified to perform the services provided for in this Agreement. 21. LICENSES At all times during the term of this Agreement, Contractor shall have in full force and effect, all licenses required of it by law for the performance of the services in this Agreement. 22. VENUE AND GOVERNING LAW This Agreement is made, entered into, and executed in Ventura County, California, and any action filed in any court or for arbitration for the interpretation, enforcement or other action of the terms, conditions, or covenants referred to herein shall be filed in the applicable court in Ventura County, California. The City and Contractor understand and agree that the laws of the State of California shall govern the rights, obligations, duties, and liabilities of the parties to this Agreement and also govern the interpretation of this Agreement. 23. COST RECOVERY In the event any action, suit or proceeding is brought for the enforcement of, or the declaration of any right or obligation pursuant to this Agreement or as a result of any alleged breach of any provision of this Agreement, the prevailing party shall be entitled to recover its costs and expenses from the losing party, and any judgment or decree rendered in such a proceeding shall include an award thereof. 1077 Frank & Son, Inc. dba Express Sign & Neon Page 9 of 81 24. ENTIRE AGREEMENT This Agreement and the Exhibits attached hereto contain the entire understanding between the parties relating to the obligations of the parties described in this Agreement. All prior or contemporaneous agreements, understandings, representations, and statements, oral or written, are merged into this Agreement and shall be of no further force or effect. Each party is entering into this Agreement based solely upon the representations set forth herein and upon each party’s own independent investigation of any and all facts such party deems material. 25. CAPTIONS OR HEADINGS The captions and headings of the various Articles, Paragraphs, and Exhibits of this Agreement are for convenience and identification only and shall not be deemed to limit or define the content of the respective Articles, Paragraphs, and Exhibits hereof. 26. AMENDMENTS Any amendment, modification, or variation from the terms of this Agreement shall be in writing and shall be effective only upon approval by both parties to this Agreement. 27. PRECEDENCE In the event of conflict, the requirements of the City’s Request for Proposal, if any, and this Agreement shall take precedence over those contained in the Contractor’s Proposal. 28. INTERPRETATION OF AGREEMENT Should interpretation of this Agreement, or any portion thereof, be necessary, it is deemed that this Agreement was prepared by the parties jointly and equally, and shall not be interpreted against either party on the ground that the party prepared the Agreement or caused it to be prepared. 29. WAIVER No waiver of any provision of this Agreement shall be deemed, or shall constitute, a waiver of any other provision, whether or not similar, nor shall any such waiver constitute a continuing or subsequent waiver of the same provision. No waiver shall be binding unless executed in writing by the party making the waiver. 30. AUTHORITY TO EXECUTE The person or persons executing this Agreement on behalf of the Contractor warrants and represents that he/she has the authority to execute this Agreement on behalf of the Contractor and has the authority to bind Contractor to the performance of obligations hereunder. 1078 Frank & Son, Inc. dba Express Sign & Neon Page 10 of 81 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first above written. CITY OF MOORPARK FRANK & SON, INC. DBA EXPRESS SIGN & NEON By:_______________________________ By:_______________________________ Troy Brown, City Manager Frank Bang, President Attest: __________________________________ Ky Spangler, City Clerk 1079 Frank & Son, Inc. dba Express Sign & Neon Page 11 of 81 Exhibit A INSURANCE REQUIREMENTS Prior to the beginning of and throughout the duration of Work, Contractor will maintain insurance in conformance with the requirements set forth below. Contractor will use existing coverage to comply with these requirements. If that existing coverage does not meet requirements set forth here, Contractor agrees to amend, supplement or endorse the existing coverage to do so. Contractor acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds available to the City in excess of the limits and coverage required in this Agreement and which is applicable to a given loss, will be available to the City. Contractor shall provide the following types and amounts of insurance: Commercial General Liability Insurance using Insurance Services Office (ISO) “Commercial General Liability” policy form CG 00 01 or the exact equivalent. Defense costs must be paid in addition to limits. There shall be no cross liability exclusion for claims or suits by one insured against another. Limits are subject to review but in no event less than $1,000,000 per occurrence for all covered losses and no less than $2,000,000 general aggregate. Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 including symbol 1 (Any Auto) or the exact equivalent. Limits are subject to review, but in no event to be less than $1,000,000 per accident. If Contractor owns no vehicles, this requirement may be satisfied by a non-owned auto endorsement to the general liability policy described above. If Contractor or Contractor’s employees will use personal autos in any way on this project, Contractor shall provide evidence of personal auto liability for each such person. Workers’ Compensation on a state-approved policy form providing statutory benefits as required by law with employer’s liability limits no less than $1,000,000 per accident or disease. Excess or Umbrella Liability Insurance (Over Primary) if used to meet limit requirements, shall provide coverage at least as broad as specified for the underlying coverages. Coverage shall be provided on a “pay on behalf” basis, with defense costs payable in addition to policy limits. Policy shall contain a provision obligating insurer at the time insured’s liability is determined, not requiring actual payment by the insured first. There shall be no cross liability exclusion precluding coverage for claims or suits by one insured against another. Coverage shall be applicable to the City for injury to employees of Contractor, subcontractors or others involved in the Work. The scope of coverage provided is subject to approval by the City following receipt of proof of insurance as required herein. Limits are subject to review. 1080 Frank & Son, Inc. dba Express Sign & Neon Page 12 of 81 Insurance procured pursuant to these requirements shall be written by insurers that are admitted carriers in the State of California and with an A.M. Bests rating of A- or better and a minimum financial size of VII. General conditions pertaining to provision of insurance coverage by Contractor. Contractor and the City agree to the following with respect to insurance provided by Contractor: 1. Contractor agrees to have its insurer endorse the third party general liability coverage required herein to include as additional insureds the City, its officials, employees, and agents, using standard ISO endorsement CG 2010 and CG 2037 with edition acceptable to the City. Contractor also agrees to require all contractors and subcontractors to do likewise. 2. No liability insurance coverage provided to comply with this Agreement shall prohibit Contractor, or Contractor’s employees, or agents, from waiving the right to subrogation prior to a loss. Contractor agrees to waive subrogation rights against the City regardless of the applicability of any insurance proceeds, and to require all contractors and subcontractors to do likewise. 3. All insurance coverage and limits provided by Contractor and available or applicable to this Agreement are intended to apply to the full extent of the policies. Nothing contained in this Agreement or any other agreement relating to the City or its operation limits the application of such insurance coverage. 4. None of the coverages required herein will be in compliance with these requirements if they include limiting endorsement of any kind that has not been first submitted to the City and approved in writing. 5. No liability policy shall contain any provision or definition that would serve to eliminate so-called “third party action over” claims, including any exclusion for bodily injury to an employee of the insured or of any contractor or subcontractor. 6. All coverage types and limits required are subject to approval, modification, and additional requirements by the City, as the need arises. Contractor shall not make any reductions in scope of coverage (e.g. elimination of contractual liability or reduction of discovery period) that may affect the City’s protection without the City’s prior written consent. 7. Proof of compliance with these insurance requirements, consisting of certificates of insurance evidencing all of the coverages required and an additional insured endorsement to Contractor’s general liability policy, shall be delivered to city at or prior to the execution of this Agreement. In the event such proof of any insurance is not delivered as required, or in the event such insurance is canceled or reduced at any time and no replacement coverage is provided, the City has the right, but not the duty, to obtain any insurance it deems necessary to protect its interests under this or any other Agreement and to pay the premium. Any 1081 Frank & Son, Inc. dba Express Sign & Neon Page 13 of 81 premium so paid by the City shall be charged to and promptly paid by Contractor or deducted from sums due Contractor, at the City’s option. 8. Certificate(s) are to reflect that the insurer will provide 30 days notice to the City of any cancellation or reduction of coverage. Contractor agrees to require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation or reduction of coverage imposes no obligation, or that any party will “endeavor” (as opposed to being required) to comply with the requirements of the certificate. 9. It is acknowledged by the parties of this Agreement that all insurance coverage required to be provided by Contractor or any subcontractor, is intended to apply first and on a primary, non-contributing basis in relation to any other insurance or self-insurance available to the City. 10. Contractor agrees to ensure that subcontractors, and any other party involved with the Work who is brought onto or involved in the Work by Contractor, provide the same minimum insurance required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with subcontractors and others engaged in the Work will be submitted to the City for review. 11. Contractor agrees not to self-insure or to use any self-insured retentions or deductibles on any portion of the insurance required herein and further agrees that it will not allow any contractor, subcontractor, Architect, Engineer, or other entity or person in any way involved in the performance of Work contemplated by this Agreement to self-insure its obligations to the City. If Contractor’s existing coverage includes a deductible or self-insured retention, the deductible or self- insured retention must be declared to the City. At that time, the City shall review options with the Contractor, which may include reduction or elimination of the deductible or self-insured retention, substitution of other coverage, or other solutions. 12. The City reserves the right at any time during the term of the Agreement to change the amounts and types of insurance required by giving the Contractor 90 days advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City will negotiate additional compensation proportional to the increased benefit to the City. 13. For purposes of applying insurance coverage only, this Agreement will be deemed to have been executed immediately upon any party hereto taking any steps that can be deemed to be in furtherance of or towards performance of this Agreement. 14. Contractor acknowledges and agrees that any actual or alleged failure on the part of the City to inform Contractor of non-compliance with an insurance 1082 Frank & Son, Inc. dba Express Sign & Neon Page 14 of 81 requirement in no way imposes any additional obligations to the City nor does it waive any rights hereunder in this or any other regard. 15. Contractor will renew the required coverage annually as long as the City, or its employees or agents face an exposure from operations of any type pursuant to this Agreement. This obligation applies whether or not the Agreement is canceled or terminated for any reason. Termination of this obligation is not effective until the City executes a written statement to that effect. 16. Contractor shall provide proof that policies of insurance required herein expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered shall be submitted prior to expiration. A coverage binder or letter from Contractor’s insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specification applicable to the renewing or new coverage must be provided to the City within five days of the expiration of coverage. 17. The provisions of any Workers’ Compensation or similar act will not limit the obligations of Contractor under this Agreement. Contractor expressly agrees not to use any statutory immunity defenses under such laws with respect to the City, its employees, officials, and agents. 18. Requirements of specific coverage features or limits contained in this section are not intended as limitations on coverage, limits, or other requirements nor as a waiver of any coverage normally provided by any given policy. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue, and is not intended by any party or insured to be limiting or all- inclusive. 19. These insurance requirements are intended to be separate and distinct from any other provision in this Agreement and are intended by the parties here to be interpreted as such. 20. The requirements in this section supersede all other sections and provisions of this Agreement to the extent that any other section or provision conflicts or impairs the provisions of this section. 21. Contractor agrees to be responsible for ensuring that no contract used by any party involved in any way with the Work reserves the right to charge the City or Contractor for the cost of additional insurance coverage required by this Agreement. Any such provisions are to be deleted with reference to the City. It is not the intent of the City to reimburse any third party for the cost of complying with these requirements. There shall be no recourse against the City for payment of premiums or other amounts with respect thereto. 22. Contractor agrees to provide immediate notice to City of any claim or loss against Contractor arising out of the work performed under this Agreement. The City 1083 Frank & Son, Inc. dba Express Sign & Neon Page 15 of 81 assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve the City. 23. Contractor agrees to obtain and provide to City a copy of Professional Liability coverage for Architects or Engineers on this project, when required by City. City shall determine the liability limit. 1084 Frank & Son, Inc. dba Express Sign & Neon Page 16 of 81 EXHIBIT B PUBLIC CONTRACT CODE SECTION 9204 9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section: (1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) “Public entity” shall not include the following: (i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code. (v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority. (4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. 1085 Frank & Son, Inc. dba Express Sign & Neon Page 17 of 81 (5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply. (2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. 1086 Frank & Son, Inc. dba Express Sign & Neon Page 18 of 81 (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute. (3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. (5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on their own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. (e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. (g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations. (i) This section shall remain in effect only until January 1, 2027, and as of that date is repealed, unless a later enacted statute that is enacted before January 1, 2027, deletes or extends that date. (Amended by Stats. 2019, Ch. 489, Sec. 1. (AB 456) Effective January 1, 2020. Repealed as of January 1, 2027, by its own provisions.) 1087 BID PROPOSAL TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID CITY ENTRY MONUMENT SIGN PROJECT Bids to be received on or before June 25, 2021 at 10:00 a.m. Contractor: Fra nk & Son, Inc . dba Express Sign & Ne on Street Address 232 7 Sou thwes t Dr. City Los A nge les State CA Zip Code _9 _00_4_3 _____ _ Contractor's License No 9798 79 Class B, C-45 Expiration Date 01/31/2023 DIR Contractor Registration Number: _1_0_0_0_0_17_2_8_5 ______________ Contact Name: ___ E_d�g_a_r_A_c_e_it_u_n_o _________________ _ Telephone Number (323) 291-3333 Email Address ___ """e--"d""'g..;;..a.;.._r . ..;;..es""""'n""'"'@-......;..h;..;;.o-'-t m___;;_a--'il.....;;..c..;;_om _______________ _ The undersigned swears under penalty of perjury that the inf mation regarding the Contractor's License is true and corre ct. Pres ident Title Frank & Son, Inc. dba Express Sign & Neon Page 19 of 81 1088 Frank & Son, Inc. dba Express Sign & Neon Page 20 of 81 1089 Frank & Son, Inc. dba Express Sign & Neon Page 21 of 81 1090 Frank & Son, Inc. dba Express Sign & Neon Page 22 of 81 1091 Frank & Son, Inc. dba Express Sign & Neon Page 23 of 81 1092 Frank & Son, Inc. dba Express Sign & Neon Page 24 of 81 1093 Frank & Son, Inc. dba Express Sign & Neon Page 25 of 81 1094 Frank & Son, Inc. dba Express Sign & Neon Page 26 of 81 1095 Frank & Son, Inc. dba Express Sign & Neon Page 27 of 81 1096 Frank & Son, Inc. dba Express Sign & Neon Page 28 of 81 1097 Frank & Son, Inc. dba Express Sign & Neon Page 29 of 81 1098 Frank & Son, Inc. dba Express Sign & Neon Page 30 of 81 1099 Frank & Son, Inc. dba Express Sign & Neon Page 31 of 81 1100 INFORMAL BID PROPOSAL Scope of Work (SOW) SIGN INSTALLATION: Contractor to furnish all labor and materials, appliances, tools, equipment, facilities, transportation, storage, and services necessary for and incidental to installing four (4) concrete monument signs at locations identified in Attachment 8, and in accordance with Attachment 6: Construction Documents and Structural Calculations. The work generally includes, but is not limited to: 1)Materials: Procure all necessary materials and equipment including: a.Four (4) precast concrete signs with cap and trim and inset graphics/lettering. b.Four (4) cast bronze City of Moorpark seals. c.Cobble and ledgestone for mortared veneer. d.All necessary reinforcing steel, bolts, plates, studs and anchors. 2)Installation: Provide all services necessary for sign installation including: a.Site demolition, grading, leveling and preparation of surfaces for construction. Note: The City will remove trees, bushes and modify irrigation at each installation location prior to start of work. b.Install concrete footings and prefabricated monument signs at four (4) locations (identified as Locations A, B, C and D in Attachment 8). c.Install/affix bronze City seal to each monument sign per specifications. d.Install mortared cobble or ledgestone veneer to signs according to the following schedule: Location Veneer A: Tierra Rejada Road Cobble B: Grimes Canyon Road Cobble C: Princeton Avenue (north of SR 118) Ledgestone D: Princeton Avenue (south of SR 118) Ledgestone e.Paint inset lettering per specifications and color schedule (see Attachment 7). f.Obtain and/or coordinate all required inspections, permitting and traffic control . 3)Lighting: Procure and install solar powered LED lighting including: a.Procure all solar powered LED lights, solar panels, batteries, wiring and related hardware. b.Install all footings and lighting components per specifications. c.Obtain and/or coordinate all required inspections, permitting and traffic control. Frank & Son, Inc. dba Express Sign & Neon Page 32 of 81 1101 Informal Bid –City Entry Monument Sign Project May 27, 2021 Page 4 SOW (continued) SIGN DEMOLITION: Contractor to furnish all labor and materials, appliances, tools, equipment, facilities, transportation, storage, and services necessary for and incidental to the removal and disposal of two (2) existing monument signs. This work generally includes, but is not limited to: a.Demolish, remove, and dispose of existing signs and footings at locations identified as Locations E and F in Attachment 8. b.Demolish, remove, and dispose of all existing lighting fixtures and footings. Terminate and cap off electrical conduits in accordance with all applicable codes. c.Dispose of all materials in accordance with the City’s Construction and Demolition (C&D) ordinance (see Contractor Responsibilities #9). d.Restore site surface to grade. Fill material to be clean dirt, free of contaminants, compacted until firm and unyielding. e.Obtain and/or coordinate all required inspections, permitting and traffic control. Additional Considerations: Working hours and time of completion: Contractor shall complete all work under the Contract within ninety (90) days from the Notice to Proceed. The Contractor shall not be allowed to begin any work before the issuance of the Notice to Proceed. Contractor shall do all work between the hours of 9:00 a.m. and 3:00 p.m. local time, Monday through Friday. No work will be allowed on Saturday, Sunday, or City holidays. Artwork: All enlarging of supplied artwork images is the responsibility of the Contractor. Any discrepancies after enlarging vs. original artwork are to be addressed w ith City representative prior to fabrication. Refer to Attachment 6 for reference as to what artwork will be provided. Locations: The approximate location of each sign to be installed or demolished is shown in Attachment 8. All installation locations will require additional review to determine exact monument sign orientation and placement. The City will work with the Contractor and field-locate each location prior to installation. However, bidders are to verify conditions at each site prior to bid submission to make themselves familiar with each location, its surrounding area, proximity to Caltrans right-of-ways, and other factors which may affect project costs , permitting and schedules. No allowances for cost adjustments will be made if a Bidder fails to adequately examine the project sites before submitting a Bid. Frank & Son, Inc. dba Express Sign & Neon Page 33 of 81 1102 Informal Bid –City Entry Monument Sign Project May 27, 2021 Page 5 Contractor Responsibilities: **CONTRACTOR AND ALL SUBCONTRACTORS MUST BE REGISTERED WITH THE CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) PURSUANT TO SB 854. PROOF OF REGISTRATION MUST BE PROVIDED OR THE CONTRACTORS BID WILL NOT BE ACCEPTED. **THIS IS A PREVAILING WAGE PROJECT AND ALL PROPOSALS SHOULD BE BID AS SUCH. CONTRACTOR IS REQUIRED TO SUBMIT CERTIFIED PAYROLL AND COMPLY WITH ALL APPRENTICESHIP REQUIREMENTS AS OUTLINED IN LABOR CODE SECTIONS 1720 et seq. and 1770 et seq. and 1777 et seq. ANY VIOLATIONS OF LC SECTION 1776 WILL FORFEIT A $100/DAY/WORKER FINE FOR ALL WORKER’S PAID LESS THAN THE PREVAILING WAGE RATE.** 1.Each bid must be submitted on the Bid Forms provided. All blanks in the Bid Form must be filled in and the total cost must be stated in both words and figures. It is the sole responsibility of the bidder to see that the bid is delivered to the proper place and received at the proper time. Any bid received after the scheduled closing time for receipt of bids will be returned to the bidder unopened. 2.Lowest bid will be determined by the total bid listed on Schedule A - Proposed Schedule of Work and Prices. 3.The bid must be accompanied by certified check, cashier’s check, or bidder’s bond, made payable to the City of Moorpark for an amount no less than ten percent (10%) of the total bid amount, as a guarantee that the bidder, if its bid is accepted, will promp tly obtain the required bonds and insurance and will prepare the required submittal documents and execute the contract. The Bid Bonds for those bids that were not selected will be returned to the Bidders upon award of the contract by the City Council. 4.The bidder to whom award is made shall execute a written contract with the City within fourteen (14) calendar days after notice of the award has been sent by email to the email address provided in the proposal. The contract shall be made in the form adopted by the City and incorporated in these specifications. The bidder warrants that they possesses, or have arranged through subcontracts, all capital and other equipment, labor and materials to carry out and complete the work hereunder in compliance with all applicable Federal, State, City, and Special District laws, ordinances, and regulations. 5.Required Licenses: Bidders must hold a valid Class A and/or C-45, State of California Contractor's License, and have carried a valid Class A and/or C-45 license continuously for the last 5 years. Frank & Son, Inc. dba Express Sign & Neon Page 34 of 81 1103 Informal Bid –City Entry Monument Sign Project May 27, 2021 Page 6 6.Contractor shall procure a no-fee encroachment permit for any lane closures required to facilitate the work. Any work in the median islands will require the closure of the drive lanes in both directions adjacent to the median island. Traffic control is not to be placed before 9:00 a.m. and must be removed no later than 3:00 p.m. each day. The extent of traffic control may be limited to the area of work to be performed each day. A traffic control plan, wet stamped and signed by a California registered Civil Engineer, will be required. Traffic control must conform to the California Manual on Uniform Control Devices (M.U.T.C.D.). Contractor will be required to procure a Caltrans encroachment permit for any work in or under the Caltrans rights of way at State Route 23 (SR 23) and State Route 118 (SR 118). All costs for traffic control plans and Caltrans encroachment permit are to be borne by the contractor. For more information regarding lane closure requirements and obtaining encroachment permit s contact the Public Works Department at (805) 517-6255. 7.Contractor shall be responsible for procuring a no -fee Building Permit and coordinating all required inspections and sign-offs with City building officials. 8.Contractor shall obtain a City Business Registration prior to commencing work. 9.The City of Moorpark has adopted a Construction and Demolition (C&D) ordinance which requires all Contractors on City projects, regardless of cost, to prepare a Construction and Demolition Materials Management Plan (available at www.moorparkca.gov/CDplan) and divert a minimum of 65% of material generated during the project from disposal in a landfill (through reuse or recycling). Contractor will be required to submit a Diversion Security Deposit of up to 3% of the project valuation to the City to ensure compliance with the ordinance. The deposit will be returned to the Contractor upon verification that the 65% diversion requirement was met. A one-time fee for staff time associated with C&D plan processing will be charged. Contractors have two options to meet this requirement. Contractors may use the City’s franchised hauler (Waste Management), who can provide temporary bins and will dispose of waste at a city authorized facility. Or Contractors may self-haul waste to a city authorized certified C&D processing facility. Self-haul of waste must be done in proper hauling vehicles and bins owned by Contractor and those vehicles must be driven by Contractor’s employees. Because this is a prevailing wage project, the self- haul vehicle drivers must be paid prevailing wage rates for driving C&D materials to the authorized facility. Contractor will need to submit itemized weigh tickets from each facility documenting all C&D recycling and disposal and indicating the weight and type of material recycled or disposed. These weigh tickets will need to be turned in to the Solid Waste Division and verified prior to final payment release for the job and refund of the C&D diversion security deposit. If diversion requirements are not met, the City will retain the deposit. Please contact the Solid Waste Division at 805-517-6241 with questions about the C&D ordinance or about how to obtain the forms and documentation requirements. Frank & Son, Inc. dba Express Sign & Neon Page 35 of 81 1104 Informal Bid –City Entry Monument Sign Project May 27, 2021 Page 7 10.Contractor will be required to provide Payment and Performance bond in the amount of 100% of the bid price in the form incorporated herein as Attachment 4. 11.Contractor shall verify that areas to remain unaltered adjacent to areas of work are completely secured and properly barricaded to ensure separation of such operations with anybody other than who is authorized to be in construction area before beginning such work. Provide barricades and maintenance thereof, in accordance with applicable Federal, Sta te and local codes and their respective requirements. Install temporary barricades, enclosures and protections before work is started. 12.Or Equal Products. Contractor should be aware that when preparing the bid using an “Or Equal” product, that acceptance of the “or equal” product is to be determined by the City during the submittal process. If the City rejects the product that was bid as being “not equal”, Contractor will be required to use the originally specified product with no adjustment to the bid price. 13.It shall be the responsibility of the Contractor to locate all existing utilities and protect them from damage. 14.Contractor shall repair at his own expense, any damage, whether inside or outside of the project limits, to utility systems, surface pavements, fixtures, structures, or vegetation that is not specifically indicated to be modified or removed. All damaged items shall be repaired to their original condition, as acceptable to the City. 15.Contractor shall limit noise to a reasonable level as related to specific items of equipment used and their hours of use. This does not preclude use of mechanical equipment, i.e. jack hammers, heavy equipment. 16.Contractor shall leave site and surrounding areas clean and free of any debris or other unsuitable materials. 17.Contractor shall submit a schedule for approval by the City’s Representative indicating proposed methods and sequence of operations for work. The schedule must account for all subcontract work, as well as the work of the Contractor, submittals, coordination with the other contractors performing concurrent work as applicable, and the Traffic Control Plan. 18.It is Contractor’s responsibility to comply with all applicable storm water and urban runoff permits, regulations, codes or laws. Contractor shall take precautions to mitigate blowing of dust and dirt and comply with governing regulations and Ventura County Air Pollution Control District regulations pertaining to environmental protection. Frank & Son, Inc. dba Express Sign & Neon Page 36 of 81 1105 Informal Bid –City Entry Monument Sign Project May 27, 2021 Page 8 19.Contractor will provide a competent English-speaking Superintendent to oversee the complete project. The Superintendent shall be present at all times work is being performed. The Superintendent shall have the authority to bind Contractor through Superintendents acts. The Superintendent shall represent the Contractor; communications given to the Superintendent shall be binding on the Contractor. 20.Contractor shall be responsible for the security of the site. Contractor shall be responsible for all damages to persons or property that occur as a result of its fault or negligence in the performance of this contract and shall be responsible for the protection of the project site until final acceptance by the City. Contractor shall take all necessary precautions for the safety of workers on the project and shall comply with all applicable federal, state, local and other safety laws, standards, orders, rules, regulations, and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where work is being performed and to provide a safe and healthful place of employment. 21.If a prospective bidder is in doubt or has any questions as to the true meaning or intent of any part of the Bid package, or discovers discrepancies, errors, or conflicts, or omissions, he/she may submit, to the City, a written request for an interpretation or a correction thereof. Interpretations or corrections shall be made only by addendum duly issued by the City. A copy of such addendum will be posted on the City website and such addendum shall be considered a part of, and incorporated in, the Informal Bid documents. Telephonic requests will not be taken. Any interpretation or correction of the Informal Bid documents will be made only by a written Addendum. No oral interpretation of any provision in the Informal Bid documents shall be binding. Questions must be received in writing no later than five (5) days prior to the bid submission deadline. Questions received after this date will be deemed not received. Direct all questions to Chris Ball, Senior Management Analyst at: cball@moorparkca.gov. Contractors interested in bidding the project, are encouraged to register with the City no later than June 18, 2021 by emailing pradmin@moorparkca.gov. 22.By submitting this proposal, Contractor agrees to sign the City’s standard Agreement and to provide the insurance required by the contract. A copy of the Standard Agreement and Insurance Requirements is attached to this proposal. Contractors are encouraged to review the insurance requirements with their insurance companies to ensure that all terms can be met. Frank & Son, Inc. dba Express Sign & Neon Page 37 of 81 1106 Informal Bid –City Entry Monument Sign Project May 27, 2021 Page 9 23.Bid Submittal: Bids must be prepared on the Bid Forms provided and submitted in a sealed envelope plainly marked on the outside “DO NOT OPEN. INFORMAL BID FOR CITY ENTRY MONUMENT SIGN PROJECT”. Electronic submittals will not be accepted. Bids are due on or before June 25, 2021 at 10:00 a.m. Bid proposals are to be submitted to: City of Moorpark ATTN: Chris Ball, Senior Management Analyst 799 Moorpark Avenue, Moorpark, CA 93021 Questions regarding this request for Informal Bids can be directed to the City’s representative in writing via e-mail only. As noted above, questions must be received no later than five (5) days prior to the bid deadline. Questions received after the deadline will be deemed not received. Direct all questions to Chris Ball, Senior Management Analyst at: cball@moorparkca.gov. Attachments: 1 – Bid Documents (to be filled out and submitted with Bid) •Bid Proposal •Bidder’s Statement of Qualifications and References •Bidders Statement of Subcontractors •Non-Collusion Declaration •Compliance with Environmental, Health and Safety Standards •Agreement to Comply with California Labor Law Requirements 2 – Form of Bid Bond 3 – City Standard Agreement, Insurance Requirements and Sample Insurance Forms 4 – Form of Payment and Performance Bond 5 – City Holidays (2021) 6 – Construction Documents and Structural Calculations 7 – Sample Artwork 8 – Location Maps Frank & Son, Inc. dba Express Sign & Neon Page 38 of 81 1107 Attachments 1, 2, and 3 are the contractor’s proposal forms and the sample agreement, and have been removed from this Exhibit D so as not to be duplicative. Frank & Son, Inc. dba Express Sign & Neon Page 39 of 81 1108 ATTACHMENT 4 Bond No. __________ PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS that: WHEREAS the City of Moorpark (“City”), has awarded to (“Principal”) (Name and address of Contractor) a contract (the “Contract”) for the Work described as follows: Fabrication, Construction and Installation of City Entry Monument Signage (Project name) WHEREAS, Principal is required under the terms of the Contract to furnish a Bond for the faithful performance of the Contract. NOW, THEREFORE, we, the undersigned Principal, and , (Name and address of Surety) (“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto the City in the penal sum of Dollars ($ ), this amount being not less than the total Contract Price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors executors and administrators, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the Contract and any alteration thereof made as therein provided, on the Principal’s part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void one year after the recordation of the Notice of Completion; otherwise, it shall be and remain in full force and effect. As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Surety hereby waives any statute of limitations as it applies to an action on this Bond. The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or of the Work to be performed thereunder or the specifications accompanying the same shall in any manner affect its obligations under this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the Work or to the Frank & Son, Inc. dba Express Sign & Neon Page 40 of 81 1109 specifications. Surety hereby waives the provisions of California Civil Code Sections 2845 and 2849. The City is the principal beneficiary of this Bond and has all rights of a party hereto. IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body. Dated: “Principal” By: Its By: Its (Seal) “Surety” By: Its By: Its (Seal) Note: This Bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached. DATE OF BOND MUST NOT BE BEFORE DATE OF CONTRACT. Surety companies executing Bonds must appear on the Treasury Department’s most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. Frank & Son, Inc. dba Express Sign & Neon Page 41 of 81 1110 Bond No. __________ PAYMENT BOND (LABOR AND MATERIALS) KNOW ALL PERSONS BY THESE PRESENTS that: WHEREAS the City of Moorpark (“City”), State of California, has awarded to (“Principal”) (Name and address of Contractor) a contract (the “Contract”) for the Work described as follows: Fabrication, Construction and Installation of City Entry Monument Signage (Project name) WHEREAS, under the terms of the Contract, the Principal is required before entering upon the performance of the Work, to file a good and sufficient payment Bond with the City to secure the claims to which reference is made in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code. NOW, THEREFORE, we, the undersigned Principal, and (Name and address of Surety) (“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto the City and all contractors, subcontractors, laborers, material suppliers, and other persons employed in the performance of the Contract and referred to in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code in the penal sum of Dollars ($ ), for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to this Work or labor, that the Surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this Bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by City in successfully enforcing this obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgm ent therein rendered. It is hereby expressly stipulated and agreed that this Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this Bond. Upon expiration of the time within which the California Labor Commissioner may serve a civil wage and penalty assessment against the principal, any of its subcontractors, or both the principal and its subcontractors pursuant to Labor Code Section 1741, and upon expiration of the time within which a joint labor management committee may commence an action against the principal, any of its subcontractors, or both the principal and its subcontractors pursuant to Labor Code Section 1771.2, if the condition of Frank & Son, Inc. dba Express Sign & Neon Page 42 of 81 1111 this Bond be fully performed, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect. The Surety hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract or the Specifications accompanying the same shall in any manner affect its obligations on this Bond, and it does hereby waive notice of any such change, extension, alteration, or addition. IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body. Dated: “Principal” By: Its By: Its (Seal) “Surety” By: Its By: Its (Seal) Note: This Bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached. DATE OF BOND MUST NOT BE BEFORE DATE OF CONTRACT. Surety companies executing Bonds must appear on the Treasury Department’s most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. Frank & Son, Inc. dba Express Sign & Neon Page 43 of 81 1112 PLEASE PROVIDE CONTACT INFORMATION FOR THE SURETY AND THE BROKER IN THE SPACE PROVIDED BELOW SURETY – Contact Information __________________________________________ Attn:_______________________________________ Address:___________________________________ City State Zip_______________________________ Phone #:___________________________________ BROKER – Contact Information _______________________________________ Attn:___________________________________ Address:________________________________ City State Zip ____________________________ Phone# ________________________________ Frank & Son, Inc. dba Express Sign & Neon Page 44 of 81 1113 ATTACHMENT 5 CITY HOLIDAYS – 2021 Friday, January 1: New Year’s Day Monday, January 18: Martin Luther King, Jr. Day Monday, February 15: Presidents Day Monday, March 29: Cesar Chavez Day Monday, May 31: Memorial Day Monday, July 5: Independence Day Holiday Monday, September 6: Labor Day Thursday, November 11: Veterans Day Thursday, November 25: Thanksgiving Day Friday, November 26: Extended Thanksgiving Holiday Friday, December 24: Christmas Eve (four hours) Monday, December 27: Christmas Day Holiday (observed) Frank & Son, Inc. dba Express Sign & Neon Page 45 of 81 1114 ATTACHMENT 6 Construction Documents and Structural Calculations This section is replaced in its entirety by Attachment 6 – Delta 1 as presented in Addendum 1. Frank & Son, Inc. dba Express Sign & Neon Page 46 of 81 1115 SAMPLE ARTWORK City Seal with Pantone Matching (PMS-Uncoated) Colors ATTACHMENT 7 PMS 299 PMS 7517 PMS 341 PMS 4645 PMS 1575 PMS 106 PMS 367 Frank & Son, Inc. dba Express Sign & Neon Page 47 of 81 1116 City Banner Font: Caflisch Script Bro (Bold) CMYK: 100-84-31-17 Font: Caflisch Script Bro (Semibold) CMYK: 100-84-31-17 Font: Brisa Pro (Regular) CMYK: 25-88-100-22 Font: Caflisch Script Bro (Bold) CMYK: 100-84-31-17 Frank & Son, Inc. dba Express Sign & Neon Page 48 of 81 1117 ATTACHMENT 8 LOCATION MAPS Tierra Rejada Road (west of SR 23) Approximate Sign Location (not to scale) N SIGN INSTALLATION: LOCATION A Note: All locations approximate. City will field-locate placement and orientation with Contractor prior to installation. Frank & Son, Inc. dba Express Sign & Neon Page 49 of 81 1118 SIGN INSTALLATION: LOCATION B Grimes Canyon Road (north of Championship Drive) N (Inset) Approximate Sign Location (not to scale) Note: All locations approximate. City will field-locate placement and orientation with Contractor prior to installation. Frank & Son, Inc. dba Express Sign & Neon Page 50 of 81 1119 SIGN INSTALLATION: LOCATION C Princeton Avenue (north of SR 118) Approximate Sign Location (not to scale) N Note: All locations approximate. City will field-locate placement and orientation with Contractor prior to installation. Frank & Son, Inc. dba Express Sign & Neon Page 51 of 81 1120 Approximate Sign Location (not to scale) Princeton Avenue (south of SR 118) N SIGN INSTALLATION: LOCATION D Note: All locations approximate. City will field-locate placement and orientation with Contractor prior to installation. Frank & Son, Inc. dba Express Sign & Neon Page 52 of 81 1121 SIGN DEMOLITION: LOCATION E Princeton Avenue (north of SR 118) Existing Sign Location N Princeton Avenue (south of SR 118) N Existing Sign Location N SIGN DEMOLITION: LOCATION F Frank & Son, Inc. dba Express Sign & Neon Page 53 of 81 1122 CITY OF MOORPARK JANICE S. PARVIN Mayor DR. ANTONIO CASTRO Councilmember CHRIS ENEGREN Councilmember DANIEL GROFF Councilmember DAVID POLLOCK Councilmember PARKS, RECREATION & COMMUNITY SERVICES DEPT. | 799 Moorpark Avenue, Moorpark, CA 93021 Main City Phone Number (805) 517-6200 | Fax (805) 532-2550 | moorpark@moorparkca.gov June 22, 2021 ADDENDUM NO. 1 for City Entry Monument Sign Project Identification No. IB-2021-01 NOTICE IS HEREBY GIVEN to all bidders and plan holders that the plans and specifications for the above described project are hereby amended as follows: REVISIONS 1. Informal Bid Proposal Attachment 6: Construction Documents and Structural Calculations is replaced in its entirety by Attachment 6 - Delta 1 (Attachment). Summary of Changes: • Footing concrete changed from 3000 psi to 2500 psi. • Sheet 2, Legend Item #6: Revised to clarify depth of inset lettering. 2. Contract Award: The Contract award, if made, is anticipated to occur in September 2021. QUESTIONS/CLARIFICATIONS: 1. Q: Is there any engineering estimate for this project? A: There is no engineering estimate. The City has budgeted $100,00 for the project. 2. Q: Please clarify. On page L-1.1, the information in Legend 6 calls for the lettering to be 1” deep. On page L-1.2 detail A it calls for the lettering to be .5” deep for the “Moorpark” and .25” deep for the “Life can be this good”. Which is correct? A: The correct measurements are shown on Sheet 3 / Drawing L-1.2, Detail A. “Moorpark” at ½” deep and “Life can be this good” at ¼” deep. See also Revision #1 above. 3. Q: What color paint is chosen for the fill of the letters? A: CMYK color codes for the City Banner are included in Attachment 7 to the Informal Bid Package. Frank & Son, Inc. dba Express Sign & Neon Page 54 of 81 1123 Addendum No. 1 City Entry Monument Sign Project Page 2 4.Q: I do not see where the signs are called out as Single Sided, but every detail points that way, so we expect that they are one sided. A: Correct. 5.Q: Instead of having a precast sign that mechanically fastens to the footing, would a “pour in place” monument sign be allowed which is a continuous pour of one structure rather than affixing the two together?. A: No, a “pour in place” or otherwise solid concrete monument sign would not be allowed. The sign is designed to be hollow in the middle to allow for the breakaway of the top section in the event of a vehicular accident. This addendum shall be made part of the above referenced project. Full compensation for all work and requirements of this addendum shall be considered as included in the appropriate price proposal and no additional compensation will be allowed therefore. __________________________________________ Jeremy Laurentowski, Parks and Recreation Director RECEIPT OF THIS ADDENDUM NO. 1 IS HEREBY ACKNOWLEDGED. Company Name: Authorized Representative: Signature of Authorized Representative: PLEASE EMAIL A SIGNED COPY OF THIS RECEIPT OF ACKNOWLEDGEMENT TO CHRIS BALL AT CBALL@MOORPARKCA.GOV AND INCLUDE WITH PROPOSAL. Frank & Son, Inc. dba Express Sign & Neon Page 55 of 81 1124 Addendum No. 1 City Entry Monument Sign Project Attachment ATTACHMENT 6 - DELTA 1 Construction Documents and Structural Calculations Frank & Son, Inc. dba Express Sign & Neon Page 56 of 81 1125 Frank & Son, Inc. dba Express Sign & Neon Page 57 of 81 1126 Frank & Son, Inc. dba Express Sign & Neon Page 58 of 81 1127 Frank & Son, Inc. dba Express Sign & Neon Page 59 of 81 1128 Frank & Son, Inc. dba Express Sign & Neon Page 60 of 81 1129 Frank & Son, Inc. dba Express Sign & Neon Page 61 of 81 1130 Frank & Son, Inc. dba Express Sign & Neon Page 62 of 81 1131 Structural Calculations for Monument Sign and Solar Panel Footings Architerra: City of MoorPark MoorPark, CA Project Rev. No.Description Date Engineer A 100% Building Department Submittal J.R. Miller, S.E. June 17, 2021 JRMA Project No. 5726 Date 714.524.1870 Voice 714.524.1875 Fax www.jrma.com J.R. Miller & Associates, Inc. 2700 Saturn Street, Brea, CA 92821 Frank & Son, Inc. dba Express Sign & Neon Page 63 of 81 1132 3/3/2021 U.S. Seismic Design Maps https://seismicmaps.org 1/3 799 Moorpark Ave, Moorpark, CA 93021, USA Latitude, Longitude: 34.2874934, -118.8834594 Date 3/3/2021, 1:36:25 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description SS 1.897 MCER ground motion. (for 0.2 second period) S1 0.7 MCER ground motion. (for 1.0s period) SMS 2.276 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS 1.517 Numeric seismic design value at 0.2 second SA SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.827 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.992 Site modified peak ground acceleration T L 8 Long-period transition period in seconds SsRT 1.897 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 2.126 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 2.357 Factored deterministic acceleration value. (0.2 second) S1RT 0.7 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.785 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.76 Factored deterministic acceleration value. (1.0 second) PGAd 0.962 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.892 Mapped value of the risk coefficient at short periods Frank & Son, Inc. dba Express Sign & Neon Page 64 of 81 1133 3/3/2021 ATC Hazards by Location https://hazards.atcouncil.org/#/wind?lat=34.28686830000001&lng=-118.88460449101561&address=1/2 Hazards by Location Search Information Coordinates:34.28686830000001, -118.88460449101561 Elevation:534 ft Timestamp:2021-03-03T21:40:02.280Z Hazard Type:Wind ASCE 7-16 MRI 10-Year 65 mph MRI 25-Year 71 mph MRI 50-Year 76 mph MRI 100-Year 80 mph Risk Category I 87 mph Risk Category II 94 mph Risk Category III 100 mph Risk Category IV 105 mph ASCE 7-10 MRI 10-Year 72 mph MRI 25-Year 79 mph MRI 50-Year 85 mph MRI 100-Year 91 mph Risk Category I 100 mph Risk Category II 110 mph Risk Category III-IV 115 mph ASCE 7-05 ASCE 7-05 Wind Speed 85 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area – in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind- borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for 534 ft Report a map errorMap data ©2021 Google Frank & Son, Inc. dba Express Sign & Neon Page 65 of 81 1134 Project Project No. Date Engineer Checked by Sheet of Design Parameters Project Location: Seismic Force-Resisting System: Soil Site Class =CBC 2019 Section 1613.2.2 and ASCE 7-16 - Table 20.3-1 Per CBC 1613.2.2 Risk Category =ASCE 7-16 - Table 1.5-1 Resp. Spectral Acc. (0.2 sec), SS =g Resp. Spectral Acc.(1 sec), S1 =g Site Coefficient, Fa =ASCE 7-16 - Table 11.4-1 Ground motion hazard analysis required Site Coefficient, Fv =ASCE 7-16 - Table 11.4-2 SMS = FaSS =ASCE 7-16 - Equation 11.4-1 SM1 = FvS1 =ASCE 7-16 - Equation 11.4-2 SDS = 2/3*SMS =ASCE 7-16 - Equation 11.4-3 SD1 = 2/3 * SM1 =ASCE 7-16 - Equation 11.4-4 =ASCE 7-16 - Table 11.6-1 =ASCE 7-16 - Table 11.6-2 and Section 11.6 Seismic Design Category =ASCE 7-16 - Section 11.6; most severe SDC for S1 and Ss Response Modification Coeff., R = Importance Factor, Ie =ASCE 7-16 - Table 1.5-2 Structural Height, hn =ft Height from base to highest level of SFRS Period Parameter, Ct =ASCE 7-16 - Table 12.8-2 Period Parameter, x =ASCE 7-16 - Table 12.8-2 Approx. Fundametal Period, Ta =sec ASCE 7-16 - Equation 12.8-7 Calc. Period Upper Limit, CuTa =sec ASCE 7-16 - Section 12.8.2: Cu * Ta = 1.4 * 0.067 = 0.094 Long-Period Transition Period TL =sec ASCE 7-16 - Figure 22-14 through Figure 22-17 Seismic Base Shear, V CS = [ SDS ] / [ R / Ie ]=ASCE 7-16 - Equation 12.8-2 CS max =ASCE 7-16 - Equations 12.8-3 & 12.8-4 CS min =ASCE 7-16 - Equations 15.4-1 & 15.4-2 V = CS * W =W ASCE 7-16 - Equation 12.8-1 Strength Horiz. V = CS * W =W ASCE 7-16 - Equation 12.8-1 Service Horiz. Vvert. = 0.20 SDS W =W ASCE 7-16 - Equation 12.4-4 Strength Vert. Vvert. = 0.14 SDS W =W ASCE 7-16 - Equation 12.4-4 Service Vert. 0.850 0.304 0.212 9.490 0.448 1.214 1.214 0.020 All other structural systems 0.75 0.067 8 D Seismic Design Category (Short Period Resp. Acc.) D Seismic Design Category (1-sec Period Resp. Acc.) D 1.70 2.28 1.19 1.25 ASCE 7-16 - Table 15.4-2 Non-Bldg Structures Not Similar to Bldgs 1.00 5.00 5726 Daniel R> Architerra City of MoorPark 4-Mar-21 Seismic Base Shear for Non-Building Structures In Accordance with 2019 CBC Section 1613 and ASCE 7-16 Chapter 15 1.518 0.793 0.094 Moorpark,CA Ground-Supported Cantilever Walls D II 1.897 ATC Hazards by Location - USGS Seismic Design Web Services 0.700 ATC Hazards by Location - USGS Seismic Design Web Services 1.20 Assumed Site Class D J.R. Miller & Associates, Inc. Frank & Son, Inc. dba Express Sign & Neon Page 66 of 81 1135 Project Project No. Date Engineer Checked by Sheet of Design Parameters for Solid Signs Structure Type Risk category Table 1.5-1 Basic wind speed V = mph Section 26.5.1 & Figures 26.5-1B Exposure category Section 26.7 Wind directionality factor Kd = Section 26.6 & Table 26.6-1 Velocity pressure exposure coefficient Kz = Section 26.10.1 & Table 26.10-1 Topographic factor Kzt = Figure 26.8-1 & Section 26.8.2 Horizontal dimension of sign B = ft Figure 29.3-1 Vertical dimension of sign s = ft Figure 29.3-1 Height of sign top from ground surface h = ft Figure 29.3-1 Horizontal dim. of return corner Lr = ft Figure 29.3-1 Gust effect factor G = Section 26.11.1 Net force coefficient ( Case A & B) Cf = Figure 29.3-1 Gross area of sign As = ft2 B*s , Section 29.3.1 Percentage Open Ratio of Solid Area to Gross Area ϵ = Reduction factor for opening Figure 29.3-1 Velocity Pressure qh = 0.00256 * Kz * Kzt * Kd * V2 qh =psf Wind Force - Case A: F through geometric center Wind Force - Case B: F at 0.2B offset of geometric center Design pressure ( p = qh * G * Cf ) p = psf Design pressure ( same as Case A ) p = psf Design wind force ( F = p * As ) F = kips Design wind force ( same as Case A ) F = kips Moment arm d = ft Moment ( same as Case A ) M = ft-kips Moment = F * d ft-kips Torsion = 0.2 * F * B T = ft-kips M = Wind Force - Case C: Variable force at each region Total # of segments with width equal to s Summary Balance (see Figure 29.4-1) ft Design pressure = PiMAX = qh * G * Cf p = psf Max. horizontal wind pressure p = psf Design wind force F = kips Max. horizontal F at centroid of base F = kips Moment M = ft-kips Max. moment at centroid of base M = ft-kips Net Torsion T = ft-kips Max. torsion at centroid of base T = ft-kips Daniel R. B / s = s / h = Σ 37.5411 Seg. # 1 2 3 0.35 xi, centroid (ft) 2.17 Ti (ft-kips) 1.04 In accordance with ASCE 7-16 Section 29.3 II 95 C Sign 1.29 1.90 0.35 -2.16 -4.33 0.48 Return Reduction Factor 0.32 0.76 0.80 1.90 0.01 0.00 0.0 4.33 1.20 Asi Lmax*LSEG Cf Pi Fi Mi (ft2) (ft) (ft) (-) (psf) (kips) (ft-kips) 0 to s = 18.7489 4.33 4.33 1.80 -0.69 0.00 1.14 0.00 25.5 2s to 3s = 0.0433 8.67 s to 2s = 18.7489 8.66 17.0 5726 Design Wind Loads on Solid Signs 8.7 4.3 4.3 0.0 2.00 1.00 37.5411 16.67 2.4 1.8 1.8 0.85 0.85 1.00 0.80 8.67 0.85 1.40 0% 0.00 Note: Case C - Load Reduction Factor applies * Reduction Factor for return, applies to B/s >= 5 for '0 to s' 1.00 Load Case C Reduction Factor 0.00 19.8 0.7 0.80 Lr / s = ( 1.8 - s/h ) = 25.5 0.80 +- 16.0 Min Pressure ons Architerra City of MoorPark 4-Mar-21 1.00 1.00 19.8 0.74 2 0 25.5 1.90 1.3 J.R. Miller & Associates, Inc. Frank & Son, Inc. dba Express Sign & Neon Page 67 of 81 1136 Project Project No. Date Engineer Checked by Sheet of Exposure= V= Risk Category = 8.7 4.3 4.3 Architerra City of MoorPark 5726 4-Mar-21 Daniel R. 25.5 psf 0.74 kip 19.8 psf Design Wind Loads on Solid Freestanding Walls In accordance with ASCE 7-16 Section 29.3 C 95 mph II 86 plf CASE C 8.67 Ft. 4.33 Ft. 0.74 kip 19.8 psf 86 plf CASE A CASE B 92 plf 205 ft-lb/ft 205 ft-lb/ft 219 ft-lb/ft 1.73 Ft. 0.0 psf J.R. Miller & Associates, Inc. Frank & Son, Inc. dba Express Sign & Neon Page 68 of 81 1137 Frank & Son, Inc. dba Express Sign & Neon Page 69 of 81 1138 General Footing J.R. MILLERLic. # : KW-06002379 DESCRIPTION:MONUMENT Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: FOOTING.ec6 Project Title: Engineer: Project ID: Printed: 17 JUN 2021, 9:30AM Project Descr: Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Material Properties Soil Design Values 1.50 Analysis Settings 250.0ksi No ksfAllowable Soil Bearing = = 2.50 60.0 3,122.0 240.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00090 2.0 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth =ksfwhen max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. # Dimensions Width parallel to X-X Axis 2.750 ft Length parallel to Z-Z Axis = 10.50 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 24.0 in= Rebar Centerline to Edge of Concrete...=inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 5 Number of Bars = 9.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =5 Number of Bars =3.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation Bars along X-X Axis # Bars required within zone 41.5 % # Bars required on each side of zone 58.5 % Applied Loads 3.330 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k5.0 M-xx = k-ft= k-ft 11.0 H = Frank & Son, Inc. dba Express Sign & Neon Page 70 of 81 1139 General Footing J.R. MILLERLic. # : KW-06002379 DESCRIPTION:MONUMENT Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: FOOTING.ec6 Project Title: Engineer: Project ID: Printed: 17 JUN 2021, 9:30AM Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS 1.719 Sliding - Z-Z 3.50 k 6.016 k +0.90D+0.70E+H DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.7807 Soil Bearing 1.171 ksf 1.50 ksf +D+0.70E+0.60H about Z-Z axis PASS 11.603 Overturning - X-X 7.0 k-ft 81.223 k-ft +0.90D+0.70E+H PASS 2.763 Overturning - Z-Z 7.70 k-ft 21.273 k-ft +0.90D+0.70E+H PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.02702 Z Flexure (+X)0.6683 k-ft/ft 24.736 k-ft/ft +0.90D+E+0.90H PASS 0.01569 Z Flexure (-X)0.3882 k-ft/ft 24.736 k-ft/ft +1.20D+L+0.20S+E+1.60H PASS 0.1188 X Flexure (+Z)3.725 k-ft/ft 31.353 k-ft/ft +1.20D+L+0.20S+E+1.60H PASS 0.07097 X Flexure (-Z)2.225 k-ft/ft 31.353 k-ft/ft +1.40D+1.60H PASS n/a 1-way Shear (+X)0.0 psi 75.0 psi n/a PASS 0.0 1-way Shear (-X)0.0 psi 0.0 psi n/a PASS 0.04968 1-way Shear (+Z)3.726 psi 75.0 psi +1.20D+L+0.20S+E+1.60H PASS 0.02960 1-way Shear (-Z)2.220 psi 75.0 psi +1.40D+1.60H PASS n/a 2-way Punching 2.372 psi 75.0 psi +1.40D+1.60H Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, +D+H 1.50 n/a0.5953 0.5953 n/a 0.3970.0n/a X-X, +D+L+H 1.50 n/a0.5953 0.5953 n/a 0.3970.0n/a X-X, +D+Lr+H 1.50 n/a0.5953 0.5953 n/a 0.3970.0n/a X-X, +D+S+H 1.50 n/a0.5953 0.5953 n/a 0.3970.0n/a X-X, +D+0.750Lr+0.750L+H 1.50 n/a0.5953 0.5953 n/a 0.3970.0n/a X-X, +D+0.750L+0.750S+H 1.50 n/a0.5953 0.5953 n/a 0.3970.0n/a X-X, +D+0.60W+H 1.50 n/a0.5953 0.5953 n/a 0.3970.0n/a X-X, +D+0.750Lr+0.750L+0.450W+H 1.50 n/a0.5953 0.5953 n/a 0.3970.0n/a X-X, +D+0.750L+0.750S+0.450W+H 1.50 n/a0.5953 0.5953 n/a 0.3970.0n/a X-X, +0.60D+0.60W+0.60H 1.50 n/a0.3572 0.3572 n/a 0.2380.0n/a X-X, +D+0.70E+0.60H 1.50 n/a0.4582 0.7325 n/a 0.4884.887n/a X-X, +D+0.750L+0.750S+0.5250E+H 1.50 n/a0.4925 0.6982 n/a 0.4663.665n/a X-X, +0.60D+0.70E+H 1.50 n/a0.2201 0.4943 n/a 0.3308.144n/a Z-Z, +D+H 1.50 0.5953n/a n/a 0.5953 0.397n/a0.0 Z-Z, +D+L+H 1.50 0.5953n/a n/a 0.5953 0.397n/a0.0 Z-Z, +D+Lr+H 1.50 0.5953n/a n/a 0.5953 0.397n/a0.0 Z-Z, +D+S+H 1.50 0.5953n/a n/a 0.5953 0.397n/a0.0 Z-Z, +D+0.750Lr+0.750L+H 1.50 0.5953n/a n/a 0.5953 0.397n/a0.0 Z-Z, +D+0.750L+0.750S+H 1.50 0.5953n/a n/a 0.5953 0.397n/a0.0 Z-Z, +D+0.60W+H 1.50 0.5953n/a n/a 0.5953 0.397n/a0.0 Z-Z, +D+0.750Lr+0.750L+0.450W+H 1.50 0.5953n/a n/a 0.5953 0.397n/a0.0 Z-Z, +D+0.750L+0.750S+0.450W+H 1.50 0.5953n/a n/a 0.5953 0.397n/a0.0 Z-Z, +0.60D+0.60W+0.60H 1.50 0.3572n/a n/a 0.3572 0.238n/a0.0 Z-Z, +D+0.70E+0.60H 1.50 0.01933n/a n/a 1.171 0.781n/a5.375 Z-Z, +D+0.750L+0.750S+0.5250E+H 1.50 0.1633n/a n/a 1.027 0.685n/a4.031 Z-Z, +0.60D+0.70E+H 1.50 0.0n/a n/a 1.034 0.689n/a8.959 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio X-X, +D+H None 0.0 k-ft Infinity OK X-X, +D+L+H None 0.0 k-ft Infinity OK X-X, +D+Lr+H None 0.0 k-ft Infinity OK X-X, +D+S+H None 0.0 k-ft Infinity OK X-X, +D+0.750Lr+0.750L+H None 0.0 k-ft Infinity OK X-X, +D+0.750L+0.750S+H None 0.0 k-ft Infinity OK X-X, +D+0.60W+H None 0.0 k-ft Infinity OK X-X, +D+0.750Lr+0.750L+0.450W+H None 0.0 k-ft Infinity OK X-X, +D+0.750L+0.750S+0.450W+H None 0.0 k-ft Infinity OK X-X, +0.60D+0.60W+0.60H None 0.0 k-ft Infinity OK Frank & Son, Inc. dba Express Sign & Neon Page 71 of 81 1140 Project Project No. Date Engineer Checked by Sheet of Floor Mounted with Multiple Bolt Group Pattern =lb =in =in z = =in hr = =in(defaults to w/2) =in(defaults to L/2) = = Ip = Imp. Factor = =Overstrength, Ω = = =lb =lb =in =in Select Connection Type: =in =in =in2 =in2 =in2 *****NOTE: Check that # of anchor locations (n) equals number of anchors in table 20 19 18 17 16 15 14 13 12 11 10 9 7 8 6 12.0 83.0 36.0 1284.0 1320.0 5 0.0 83.0 36.0 1284.0 1320.0 4 12.0 47.5 36.0 0.1 3 0.0 47.5 36.0 0.1 36.1 36.1 2 12.0 11.0 36.0 1308.0 1344.0 dy2 d2 Ipolar = Ix + Iy 5400 1 0.0 11.0 36.0 1308.0 1344.0 Iy = Sum (dxi 2) 216 #XY dx2 ey = y-eccen. of C.G.from C.R. 3.8 Ix = Sum (dyi 2) 5184 ybar = y-dist. of C.R.from Origin 47.2 Through Equipment ex = x-eccen. of C.G.from C.R.0.0 xbar = x-dist. of C.R.from Origin 6.0 Bolt Group Properties PLAN AT BASE Vv = vertical force = 0.2SDSWp 1,226 = 0.31 Wp DESIGN V = ASCE 7-16: Chapter 15 4900 = 1.22 Wp STRENGTH SDS = spectral acceleration 1.518 Rp = response factor 2.0 1.0 Seismic Accelerations m = # of bolts @ each anchor 1 n = # of anchors locations 6 CGy = dist. in y-dir from Origin 51.0 CGx = dist. in x-dir from Origin 6.0 Center of Mass Location h = height of C.G. above base 28.0 20 l = overall length (y-dimension)102.0 0 w = overall width (x-dimension)12.0 Wp = weight of equipment 4037 ASCE 7-16 Equipment Description: Base: Monument Ancorage Forces Architerra City of MoorPark 5726 4-Mar-21 Daniel R. Frank & Son, Inc. dba Express Sign & Neon Page 72 of 81 1141 Project Project No. Date Engineer Checked by Sheet of Bolt Forces TENSION FORCES Note: Negative sign means force is in compression. Bolt Forces 1) 2) 3) =lb/bolt = =lb/bolt SHEAR FORCES Bolt Forces 1) =lb/bolt 20 18 19 17 Vmax 1700 16 SHEAR 15 14 13 12 11 10 of angle (i.e. screws to equipment).9 816.7 1699.3 connection to equipment at vertical leg 8 816.7 1699.3 Notes for Tension Calculations:6 Use maximum of Tmax or Vmax for 7 0.0 33.0 1644.2 5 0.0 33.0 θmax = tan-1(ex/ey)4 0.0 5.5 816.7 33.3 816.7 1699.9 Find θmax for max V(i) at each anchor bolt:3 0.0 5.5 816.7 1644.2 Mp = Fh(sinθ*ex + cosθ*ey) 2 0.0 #θ max Mp*d/Ipolar Fh/(n*m)V (incl. Ω) 1699.9Shear V(i) = |Mp*d/Ipolar + Fh/(n*m)|1 0.0 33.3 816.7 E.F. 1.00 Tmax*EF 7586 TENSION Tmax 7586 20 19 18 17 b) EF = 3 ~ 3.5 for channel+plate conn.16 a) EF = 1 ~ 2 for single angle conn.15 indirect connection:14 EF = Eccentricity Factor. EF is result of an 13 KB-TZ to equipment pad).12 base or channel+plate to base (i.e. Hilti 11 Use Tmax*EF for connection of angle to 10 of angle (i.e. screws to equipment).9 connection to equipment at vertical leg 8 Use maximum of Tmax or Vmax for 7 Notes for Tension Calculations:6 13.97 165.2 3698.3 7222.2 5 13.97 165.2 3698.3 401.3 7325.8 401.3 7325.8 θmax = tan-1[(Iy*dy)/(Ix*dx)]4 0.13 0.6 3811.1 401.3 3696.3 401.3 7586.4 Find θmax for max T(i) at each anchor bolt:3 0.13 0.6 My = Fh*cosθ*h+(0.9W-Fv)*ex 2 14.10 297.5 3811.1 401.3 7222.2 T (incl. Ω) Mx = Fh*sinθ*h+(0.9W-Fv)*ey 1 14.10 297.5 3696.3 401.3 7586.4 Tension T(i) = [Mx*dy/Ix+My*dx/Iy-(0.9W-Fv)/(n*m)]#θ max Mx*dy/Ix My*dx/Iy (0.9W-Fv)/n*m ASCE 7-16 Daniel R. 0 Equipment Anchorage Architerra City of MoorPark 5726 4-Mar-21 Frank & Son, Inc. dba Express Sign & Neon Page 73 of 81 1142 Frank & Son, Inc. dba Express Sign & Neon Page 74 of 81 1143 Frank & Son, Inc. dba Express Sign & Neon Page 75 of 81 1144 Frank & Son, Inc. dba Express Sign & Neon Page 76 of 81 1145 12 in 5 inZ X 1 23 4 Plain Base Plate Connection Base Plate Thickness Base Plate Fy Bearing Surface Fp Anchor Bolt Diameter Anchor Bolt Material Anchor Bolt Fu Column Shape Steel Code Concrete Code : .375 in : 36. ksi : 4.42 ksi : .625 in : F1554-36 : 60. ksi : HSS10x2x2 : AISC 14th:LRFD : ACI 318-11 Base Plate Title Bearing Pressure Maximum Bearing Max/Allowable Ratio 0. (ksi) 0. 0. ksi 0.ASCE Strength 1 (ABIF = 1.000) Base Plate Stress Maximum Stress Max/Allowable Ratio 8.731 (ksi) 0. 8.731 ksi .18 ASCE Strength 5 (ASIF = 1.000) Anchor Bolts Bolt X (in) Z (in) Tens.(k) Vx (k) Vz (k) Fnt (ksi) ft (ksi) Fnv (ksi) fv (ksi) Unity Combination 1 1.375 4. 1.983 -.438 .005 N.A. N.A. N.A. N.A. N.A. IBC 16-7 (29) 2 -1.375 -4. 1.972 -.437 .004 N.A. N.A. N.A. N.A. N.A. IBC 16-7 (29) 3 -1.375 4. 1.983 -.438 -.005 N.A. N.A. N.A. N.A. N.A. IBC 16-7 (29) 4 1.375 -4. 1.972 -.437 -.004 N.A. N.A. N.A. N.A. N.A. IBC 16-7 (29) Note: Fnt and Fnv shown above include phi factors. Loads P (k) Vx (k) Vz (k) Mx (k-ft) Mz (k-ft) DL EL -8. 1.75 Frank & Son, Inc. dba Express Sign & Neon Page 77 of 81 1146 Project Project No. Date Engineer Checked by Sheet of Equipment Name Section 29.4 Risk category Table 1.5-1 Basic wind speed V = mph Section 26.5.1 & Figures 26.5-1B Exposure category Section 26.7 Structure Type Shape Description Distance from ground surface to centroid of Af z = ft Wind directionality factor kd = Section 26.6 & Table 26.6-1 Velocity pressure exposure coefficient, z kz = Section 26.10.1 & Table 26.10-1 Topographic factor kzt = Figure 26.8-1 & Section 26.8.2 Velocity pressure at height z of centroid of area Af qz = psf Equation 26.10-1 Gust effect factor G =Section 26.11.1 Least horizontal cross section dimension D = ft Depth of protruding elements (ribs, spoilers, etc.) D' = ft Height of Structure h = ft Width B = ft Projected area normal to wind Af = B * h =ft2 h/D =D'/D =D√(qz) = Wind Direction on Element Face Figure 29.4-1 Horizontal Force coefficient Cf =Figure 29.4-1 Design wind force on:Fh = lb or P = psf Equation 29.4-1 +- 16.0 Min Pressure on Other Structures 5726Architerra: City of MoorPark 4-Mar-21 Daniel R. Design Wind Forces on Other Structures In Accordance with ASCE 7-16 Section 29.4 1.56 II similar structures Square 94 C 1.00 17.28 11.905 0.000 1.7 similar structures - Square 0.42 Normal 2 0.85 0.00 5.00 0.42 0.90 3.00 0.85 48 23 J.R. Miller & Associates, Inc. Frank & Son, Inc. dba Express Sign & Neon Page 78 of 81 1147 Project Project No. Date Engineer Checked by Sheet of Equipment Name Section 29.4 Risk category Table 1.5-1 Basic wind speed V = mph Section 26.5.1 & Figures 26.5-1B Exposure category Section 26.7 Structure Type Shape Description Distance from ground surface to centroid of Af z = ft Wind directionality factor kd = Section 26.6 & Table 26.6-1 Velocity pressure exposure coefficient, z kz = Section 26.10.1 & Table 26.10-1 Topographic factor kzt = Figure 26.8-1 & Section 26.8.2 Velocity pressure at height z of centroid of area Af qz = psf Equation 26.10-1 Gust effect factor G =Section 26.11.1 Least horizontal cross section dimension D = ft Depth of protruding elements (ribs, spoilers, etc.) D' = ft Height of Structure h = ft Width B = ft Projected area normal to wind Af = B * h =ft2 h/D =D'/D =D√(qz) = Wind Direction on Element Face Figure 29.4-1 Horizontal Force coefficient Cf =Figure 29.4-1 Design wind force on:Fh = lb or P = psf Equation 29.4-1 +- 16.0 Min Pressure on Other Structures similar structures - Square 475 19 Normal 1.32 2.222 0.000 9.4 25 5.00 4.90 17.28 0.85 2.25 0.00 similar structures Square 4.50 0.90 0.85 1.00 Design Wind Forces on Other Structures In Accordance with ASCE 7-16 Section 29.4 II 94 C Architerra: City of MoorPark 5726 4-Mar-21 Daniel R. J.R. Miller & Associates, Inc. Frank & Son, Inc. dba Express Sign & Neon Page 79 of 81 1148 Frank & Son, Inc. dba Express Sign & Neon Page 80 of 81 1149 Project Project No. Date Engineer Checked by Sheet of Applied Loads at Top of Footing Footing Depth Required for Lateral Load Downward,k Depth Required,d req'd =ft Lateral Shear,P = k Moment,k-ft Depth Proposed is Adequate for Lateral Load Uplift,k Resultant Height of Lateral Shear, h = ft Design Constrained or Nonconstrained? Soil Properties Downward Load Allowable Lateral Bearing Pressure, qp = psf/ft Bearing Resistance,k Maximum Allowable Lateral Bearing,psf Bearing Pressure (w/o Skin Friction),psf Standard Bearing Allowable,psf End Bearing Allowable,psf Footing Proposed is Adequate for Downward Load Skin Friction Downward,psf Skin Friction Upward,psf Required Skin Friction Resistance,k Provided Skin Friction Resistance,k Allow. Lateral Soil Bearing Pressure at 1/3 of Embed. Depth, S1 = psf Footing Proposed is Adequate for Downward Load Allow. Lateral Soil Bearing Pressure at Embed. Depth, S3 = psf Footing Properties Uplift Diameter,b = ft Footing Weight,k Proposed Depth Below Grade, d = ft Skin Friction Resistance,k (Max Depth Allowable is 12 feet) Footing Proposed is Adequate for Uplift Load Skin Friction Area,ft^2 End Bearing Area,ft^2 Concrete Unit Weight,pcf Footing Weight,k Reduce Footing Dead Load for Uplift by, 1.767 150 0.994 -0.22 0.85 0.600 3.750 0.000 200 732 1,000 1,000 0 0 -0.473 0.000 200 200 1.500 0.596 17.67 4.86 Nonconstrained 200 1.767 3.4560 0.18 Architerra: City of MoorPark 4-Mar-21 Daniel R. 5726 Design of Nonconstrained Pole Footing In Accordance with 2019 California Building Code, Section 1807.3 0.30 J.R. Miller & Associates, Inc.J.R. Miller & Associates, Inc.Frank & Son, Inc. dba Express Sign & Neon Page 81 of 81 1150 RESOLUTION NO. 2021-_____ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MOORPARK, CALIFORNIA, AMENDING THE FISCAL YEAR 2021/22 BUDGET BY APPROPRIATING $56,275 FROM THE GENERAL FUND (1000) TO FUND THE CITY ENTRY MONUMENT SIGN PROJECT (C0065) WHEREAS, on June 16, 2021, the City Council adopted the Operating and Capital Improvement Projects budget for Fiscal Year (FY) 2021/22, appropriating $50,000 from the General Fund (1000) and $50,000 from the Housing-Successor Agency Fund (2151) for the City Entry Monument Signage project (C0065); and WHEREAS, a staff report has been presented to the City Council describing total project costs associated with C0065 in the amount of $156,275; and WHEREAS, an additional $56,275 is required to finance C0065 and a budget amendment of $56,275 from the General Fund (1000) is requested; and WHEREAS, Exhibit “A”, attached hereto and made a part hereof, describes said budget amendment and the resultant impact to the budget line items. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MOORPARK DOES HEREBY RESOLVE AS FOLLOWS: SECTION 1. A budget amendment in the amount of $56,275 from the General Fund (1000), as more particularly described in Exhibit “A”, attached hereto, is hereby approved. SECTION 2. The City Clerk shall certify to the adoption of this resolution and shall cause a certified resolution to be filed in the book of original resolutions. PASSED AND ADOPTED this 1st day of September, 2021. _____________________________ Janice S. Parvin, Mayor ATTEST: ___________________________________ Ky Spangler, City Clerk Exhibit A – Budget Amendment ATTACHMENT 3 1151 Resolution No. 2021-_____ Page 2 FUND BALANCE ALLOCATION: Fund-Account Number Am ount 1000-000-00000-33990 56,275.00$ Total 56,275.00$ EXPENDITURE APPROPRIATION: Account Number Current Budget Revision Amended Budget 1000-542-C0065-55500 50,000.00$ 56,275.00$ 106,275.00$ 2151-542-C0065-55500 50,000.00$ -$ 50,000.00$ -$ -$ -$ Total 100,000.00$ 56,275.00$ 156,275.00$ GENERAL FUND EXHIBIT A BUDGET AMENDMENT FOR FOR IMPROVEMENTS RELATED TO THE FY 2021/22 Fund Title CITY ENTRY MONUMENT SIGNAGE PROJECT (C0065) GENERAL FUND (1000) 1152