ACTION:
____________________________
Clerk/Secretary
Department: Engineering Item No: C3
Prepared by:
Matt Atteberry, Engineering Division Manager
Erin Adams, Management Analyst Meeting Date: June 13, 2023 Approved by:
Greg Mayer, Acting Engineering Director
John Conley, City Manager Agenda Location: Consent Calendar SUBJECT: AS-NEEDED ENGINEERING SURVEY SERVICES – AWARD OF CONTRACTS RECOMMENDATION:
1. Adopt City Council Resolution No. 2023- , awarding a contract to Gold Coast Surveying, Inc. for as- needed engineering survey services.
2.Adopt City Council Resolution No. 2023- , awarding a contract to NV5, Inc. for as-needed engineering survey services.
3.Adopt City Council Resolution No. 2023- , awarding a contract to Right-of-Way Engineering Services, Inc. for as-needed engineering survey services.
CORRELATION TO CITY COUNCIL GOALS: Routine operational item not directly corresponding to a specific City Council goal.
PRIOR ACTION: On June 28, 2022, adopted City Council Resolution No. 2022-108, approving a Six- Year Capital Improvement Program and FYs 2022/23 and 2023/24 Capital Project Budget and authorizing appropriations for Fiscal Years 2022/23 and 2023/24 Capital Projects (Vote: 4-0, Ritter absent (Ritter experienced technical difficulties)).
STATEMENT ON THE SUBJECT: The City has numerous on-going Capital Improvement Program (CIP) projects that require the use of engineering surveying consultants. Staff recommends contracting with three surveying firms for as-needed surveying services to ensure that surveying consultants are available when needed to assist staff on CIP projects with land surveying and plan check services.
On April 7, 2023, staff issued a Request for Proposals (RFP) for as-needed engineering survey services.
The RFP was advertised on the City’s website and the City’s electronic procurement portal, OpenGov.
The following eight firms responded to the RFP:
Firm Office Location
Coffman Land Consulting, Inc. San Diego, CA
Gold Coast Surveying, Inc. Vista, CA
Hunsaker & Associates San Diego, Inc. San Diego, CA
NV5, Inc. Irvine, CA
AGENDA
REPORT
CITY COUNCIL
COMMUNITY DEVELOPMENT COMMISSION
SUCCESSOR AGENCY
BUENA SANITATION DISTRICT
JOINT POWERS FINANCING AUTHORITY
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Approved above recommendation, adopted the following: 1) City Council Resolution No. 2023-89; 2) City Council Resolution No. 2023-90; and 3) City Council Resolution No. 2023-91.
Vote: 5-0
MEETING DATE: June 13, 2023 PAGE 2
SUBJECT: AS-NEEDED ENGINEERING SURVEY SERVICES —AWARD OF CONTRACTS O'Day Consultants, Inc. Carlsbad, CA
Paradigm Geospatial, Inc. San Diego, CA
Right-of-Way Engineering Services, Inc. Oceanside, CA UNICO Engineering, Inc. Folsom, CA
Staff reviewed the proposals based upon predetermined criteria identified in the RFP, including overall experience, understanding of project objectives and requirements, and quality of work. Staff then reviewed the schedule of rates and determined both to be fair and equitable with respect to expertise and geographic region.
Staff recommends awarding as-needed contracts to Gold Coast Surveying, Inc., NV5, Inc. and Right-of- Way Engineering Services, Inc. each with a contract ceiling of$400,000.
FISCAL IMPACT: Each as-needed contract has a ceiling of$400,000 over a three-year term with an option to extend up to an additional two years. Purchase orders will be requested on an as-needed basis for anticipated need from the Capital Projects Budget and the Land Development Operating Budget.
EXHIBITS:
1. City Council Resolution No. 2023- awarding a contract to Gold Coast Surveying, Inc. for as-needed engineering survey services
2. City Council Resolution No. 2023- awarding a contract to NV5, Inc. for as-needed engineering survey services
3. City Council Resolution No. 2023- awarding a contract to Right-of-Way Engineering Services, Inc. for as-needed engineering survey services
4. Contract with Gold Coast Surveying, Inc
5. Contract with NV5, Inc.
6. Contract with Right-of-Way Engineering Services, Inc.
7. Exhibits A, C, D and E of Contracts
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RESOLUTION NO. 2023-
A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF
VISTA, CALIFORNIA, AWARDING A CONTRACT TO GOLD COAST
SURVEYING, INC. FOR AS-NEEDED ENGINEERING SURVEY SERVICES The City Council of the City of Vista does resolve as follows:
1. Findings. The City Council hereby finds and declares the following:
A. Pursuant to section 3.08.040 of the Vista Municipal Code, a request for proposals (RFP) was issued on April 7, 2023.
B. Eight proposals were submitted in response to the RFP and were evaluated based upon the predetermined set of criteria identified in the RFP.
C. Staff recommends the selection of Gold Coast Surveying, Inc. as one of the consultants to provide as-needed engineering survey services.
2. Action.
A. The contract between the City of Vista and Gold Coast Surveying, Inc. for as- needed engineering survey services with a ceiling amount of$400,000 is approved, and the Mayor is authorized to execute the contract.
3. Adoption. PASSED AND ADOPTED at a meeting of the City Council of the City of Vista held on June 13, 2023, by the following vote:
AYES:
NOES:
ABSTAIN:
JOHN B. FRANKLIN, MAYOR
APPROVED AS TO FORM: ATTEST:
WALTER CHUNG, CITY ATTORNEY KATHY VALDEZ, CITY CLERK By: By:
APPROVED
Walter C.Chung
20230525165227
000292137 EXHIBIT 1
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RESOLUTION NO. 2023-
A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF VISTA, CALIFORNIA, AWARDING A CONTRACT TO NV5, INC. FOR AS-
NEEDED ENGINEERING SURVEY SERVICES
The City Council of the City of Vista does resolve as follows:
1. Findings. The City Council hereby finds and declares the following:
A. Pursuant to section 3.08.040 of the Vista Municipal Code, a request for proposals (RFP) was issued on April 7, 2023.
B. Eight proposals were submitted in response to the RFP and were evaluated based upon the predetermined set of criteria identified in the RFP.
C. Staff recommends the selection of NV5, Inc. as one of the consultants to provide as-needed engineering survey services.
2. Action.
A. The contract between the City of Vista and NV5, Inc. for as-needed engineering survey services with a ceiling amount of$400,000 is approved, and the Mayor is authorized to execute the contract.
3. Adoption. PASSED AND ADOPTED at a meeting of the City Council of the City of Vista held on June 13, 2023, by the following vote:
AYES:
NOES:
ABSTAIN:
JOHN B. FRANKLIN, MAYOR
APPROVED AS TO FORM: ATTEST:
WALTER CHUNG, CITY ATTORNEY KATHY VALDEZ, CITY CLERK By: By:
APPROVED
Walter C.Chung
20230525165307
000292137 EXHIBIT 2
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RESOLUTION NO. 2023-
A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF
VISTA, CALIFORNIA, AWARDING A CONTRACT TO RIGHT-OF-WAY
ENGINEERING SERVICES, INC. FOR AS-NEEDED ENGINEERING SURVEY
SERVICES
The City Council of the City of Vista does resolve as follows:
1. Findings. The City Council hereby finds and declares the following:
A. Pursuant to section 3.08.040 of the Vista Municipal Code, a request for proposals (RFP) was issued on April 7, 2023.
B. Eight proposals were submitted in response to the RFP and were evaluated based upon the predetermined set of criteria identified in the RFP.
C. Staff recommends the selection of Right-of-Way Engineering Services, Inc. as one of the consultants to provide as-needed engineering survey services.
2. Action.
A. The contract between the City of Vista and Right-of-Way Engineering Services, Inc. for as-needed engineering survey services with a ceiling amount of$400,000 is approved, and the Mayor is authorized to execute the contract.
3. Adoption. PASSED AND ADOPTED at a meeting of the City Council of the City of Vista held on June 13, 2023, by the following vote:
AYES:
NOES:
ABSTAIN:
JOHN B. FRANKLIN, MAYOR
APPROVED AS TO FORM: ATTEST:
WALTER CHUNG, CITY ATTORNEY KATHY VALDEZ, CITY CLERK By: By:
APPROVED
Walter C.Chung
20230525165456
000292137 EXHIBIT 3
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CONTRACT FOR PROFESSIONAL SERVICES
AS-NEEDED ENGINEERING SURVEY SERVICES
THIS "CONTRACT" is entered into by and between the "Parties" as of ("Contract Date").
1.0 THE "PARTIES"
The "City": The "Contractor"
CITY OF VISTA, a chartered municipal Gold Coast Surveying, Inc., a California corporation corporation
200 Civic Center Drive 110 Civic Center Drive, #208 Vista, CA 92084 Vista, CA 92084
Working Contact: Matt Atteberry Contact: Charles Willess Billing Contact: Erin Adams
2.0 BASIC TERMS
2.1 The "Services" to be performed by Contractor are set forth in ("Exhibit A").
2.2 The "Required License" for the Services is: California Registered Professional Land Surveyor.
2.3 Contractor, an entity holding the Required License, desires to enter into this "Contract" with City for the Services.
2.4 The "Project" for which the Services are required is described in Exhibit A.
2.5 Contractor has submitted to City a Proposal to perform the Services dated April 21, 2023 ("Exhibit B").
2.6 The "Contract Ceiling Price" is: $400,000.
2.7 This Contract requires the payment of prevailing wages. As a condition precedent to the effectiveness of this Contract, the Contractor shall execute and deliver to City the Labor Law Compliance Form (Exhibit D).
3.0 CONTRACT TERM
3.1 This Contract shall take effect as of the Contract Date.
3.2 This Contract shall be in effect for 36 calendar months ("Term") from the Contract Date. The Term may be extended at the City's option for an additional 24 months, in increments of City's choice, for a maximum Term of 60 from the Contract Date.
3.3 City may terminate this Contract upon 30-days' written notice to Contractor. In such event, or upon request of City, Contractor shall assemble all City documents in the Contractor's possession, put them in order for proper filing and closing, and deliver the (00111265 1) 1 of 11 GOLD COST SURVEYING, INC.
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documents to City. In the event of termination, Contractor shall be paid for work performed to the termination date. City shall make the final determination as to the portion of tasks completed and the compensation to be paid.
4.0 SCOPE
Contractor shall perform all Services including, but not limited to, the furnishing of all tools, equipment, materials, software, supplies, and manufactured articles, and for furnishing all transportation, services, including fuel, power and water, essential communications, and the performance of all labor, work or other operations, as may be required from time to time, in accordance with Exhibit A and Exhibit B. The Services shall be complete, and all work, material, and services not expressly called for in the Proposal which may be necessary for complete and proper construction to carry out the Contract in good faith, shall be performed, furnished, and installed by the Contractor at no increase in cost to City. In the event of a conflict between the provisions of Exhibit A and Exhibit B, the provisions of Exhibit A shall control.
5.0 COMPENSATION
5.1 City shall pay Contractor on a time and material rate as set forth in Exhibit B for the Services to be performed.
5.2 An invoice for payment shall be submitted in a form satisfactory to City. At a minimum, the invoice shall include: the purchase order number, the work order number, a description of the work performed, and a total amount.
5.3 Changes in, additions to, or deductions from the Services, including increases or decreases in the quantity of any item or portion of the Services, shall be set forth in a written change order executed by City and by the Contractor which shall specify:
5.3.1 The changes, additions, and deductions to be made.
5.3.2 The increase or decrease in compensation due the Contractor, if any.
5.3.3 Adjustment in the time of completion, if any.
5.4 Contract Ceiling Price
5.4.1 In no event shall City be liable for paying more than the Contract Ceiling Price for Contractor's services rendered under this contract.
5.4.2 If it becomes foreseeable that Contractor will need to perform services such that the cumulative total of costs to City will exceed the maximum permitted by this Contract, any such cost overrun will be handled pursuant to the change order procedure in Chapter 3.08. City and Contractor recognize that City lacks authority to exceed the cost ceiling without the express authorization of the City Council. If the maximum cost to City for this Contract is exceeded unexpectedly, payment shall be made as mutually agreeable and disputes shall be handled pursuant to this Contract, but work shall cease as soon as is reasonably feasible once the cost ceiling plus allowable change orders, if any, is exceeded. (00111265 1) 2 of 11 GOLD COST SURVEYING, INC.
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5.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract.
6.0 CONTRACT DOCUMENTS
The Contract comprises the following documents including all additions, deletions, modifications, and appendices and all addenda setting forth any modifications or interpretations of any these documents: Documents required under Exhibits A—E and the Standard Specifications (defined below).
7.0 TIME FOR COMPLETION AND COMMENCEMENT OF SERVICES All Services under the Contract must be completed in compliance with the schedule in Exhibit A.
8.0 ASSISTANCE BY CITY
All information, data, records, reports, and maps as are in possession of City and necessary for the carrying out of this work shall be available to Contractor without charge. City shall make available to Contractor members of its staff for consultation with Contractor in the performance of this Contract. City does not warrant that the information data, records, reports, and maps heretofore or to be provided to Contractor are complete or accurate and Contractor should satisfy itself as to accuracy and completeness. City and Contractor agree that City shall have no liability should any information, data, records reports, and maps be inaccurate, incomplete, or misleading. Unless provided in Exhibit A, no other assistance shall be provided by City to Contractor.
9.0 STANDARD OF PERFORMANCE
9.1 Contractor represents and warrants that it has the training, qualifications, experience, and facilities necessary to properly perform the Services required under this Contract in a thorough, competent, and professional manner. At all times Contractor shall faithfully, competently and to the best of its ability, experience, and talent, perform all services described herein. In meeting its obligations under this Contract, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to those required of Contractor under this Contract.
9.2 Contractor shall keep itself informed of and comply with all applicable federal, state, and local laws, statutes, codes, ordinances, regulations and rules in effect during the Term of this Contract. Contractor shall obtain any and all licenses, permits and authorizations necessary to perform the services set forth in this Contract, including any business licenses required by City. Neither City, nor any elected or appointed boards, officers, officials, employees, or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this Section.
10.0 STANDARD SPECIFICATIONS AND STANDARD PLANS
10.1 Except as otherwise provided, whenever reference is made to "Standard Specifications", it shall mean:
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Standard Specifications for Public Works Construction, most current edition and supplement, as last amended, with Regional Supplements, written and promulgated by Southern California Chapter, American Public Works Association, and Southern California District, Associated General Contractors of California, Joint Cooperative Committee ("Greenbook") and the City of Vista Special Provisions to the Greenbook.
10.2 Except as otherwise provided, whenever reference is made to "Standard Plans", it shall mean:
San Diego Area Regional Standard Drawings, and City of Vista Standard Drawings, latest edition, unless otherwise noted.
11.0 SUPPLEMENTARY DEFINITIONS
In addition to or in lieu of the terms and definitions specified in Section 1-2 of the Standard Specifications, wherever the following terms and definitions are used, the intent and meaning shall be as follows:
Cam: The City of Vista.
Board: The City Council of the City of Vista.
Drawings or Plans: All drawings, plans, maps, profiles, and diagrams delineating the work on the Services.
12.0 CONTRACTOR'S STATUS; CONTRACTOR'S EMPLOYEES
12.1 Contractor shall perform the services provided for herein in Contractor's own way as an independent contractor and in pursuit of Contractor's independent calling. Contractor is not to be considered an employee of City, nor shall any employees of Contractor be considered employees of City, for any purpose. Contractor shall be under the direction and control of City staff only as to the results to be accomplished. This Contract is not intended to create the relationship of partnership, joint venture, or association between City and Contractor.
12.2 Contractor represents and warrants that all design professional services shall be provided by a person or persons duly licensed by the State of California to provide the type of services described in Exhibit A.
12.3 Neither Contractor, nor any of Contractor's officers, employees, or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City's employees. Contractor expressly waives any claim Contractor may have to any such rights.
12.4 Contractor is aware of the requirements of the Immigration Reform and Control Act of 1986 and shall comply with those requirements, including, but not limited to, verifying the eligibility for employment of all of Contractor's officers, employees, agents, and subcontractors that are included in this Contract.
12.5 The payment made to Contractor pursuant to this Contract shall be the full and complete compensation to which Contractor and Contractor's officers, employees, agents, and (00111265 1) 4 of 11 GOLD COST SURVEYING, INC.
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subcontractors are entitled for performance of any work under this contract. Neither Contractor nor Contractor's officers or employees are entitled to any salary or wages, or retirement, health, leave or other fringe benefits applicable to employees of the City. City will not make any federal or state tax withholdings on behalf of Contractor. City shall not be required to pay any workers' compensation insurance on behalf of Contractor.
12.6 Contractor agrees to defend and indemnify City for any obligation, claim, suit or demand for tax, retirement contribution including any contribution to the Public Employees Retirement System (PERS), social security, salary or wages, overtime payment, or workers' compensation payment which City may be required to make on behalf of Contractor or any employee of Contractor, or any employee of Contractor construed to be an employee of City, for work done under this contract. This is a continuing obligation that survives the termination of this Contract.
13.0 CIVIL RIGHTS
13.1 Contractor agrees to comply with Title VI of the Civil Rights Act of 1964, as amended, the California Fair Employment Practices Act, the Americans with Disabilities Act of 1990, any other applicable federal and state laws and regulations hereinafter enacted.
13.2 Contractor shall not knowingly deny an opportunity or benefit, discriminate against or harass, any employee or applicant for employment on account of the person's race, color, ethnicity, national origin, ancestry, religion, creed, veteran status, physical disability, mental disability, medical condition, marital status, sex, sexual orientation, age, or other status protected from workplace discrimination by state or federal law.
13.3 Contractor shall not knowingly give preferential treatment to any applicant for employment on the basis of race, color, ethnicity, national origin, ancestry, religion, creed, physical disability, mental disability, medical condition, marital status, sex, or sexual orientation.
13.4 This section shall be interpreted in a manner that is consistent with the California and United States Constitutions and applicable state and federal statutes governing workplace discrimination. The terms used in this section shall have the same meaning as defined in state statutes governing the same subject matter.
13.5 Nothing in this section shall be interpreted as prohibiting bona fide occupational qualifications consistent with applicable state and federal law and reasonably necessary to the normal operation of Contractor. Nothing in this section shall be interpreted as prohibiting regulations and policies to prevent nepotism or conflicts of interest.
13.6 Nothing in this Section shall be interpreted as prohibiting action taken to establish or maintain eligibility for any federal program, where ineligibility would result in a loss of federal funds to City.
13.7 To the fullest extent permitted by law and without limitation by the other provisions of this Contract relating to indemnification and insurance, Contractor shall also indemnify, defend and hold harmless City, and its directors, officers, employees and agents from and against all liability (including without limitation all claims, damages, penalties, fines, and judgments, associated investigation and administrative expenses, and defense costs, including but not limited to reasonable attorneys' fees, court costs, and costs of alternative dispute resolution) resulting from any claim of discrimination or harassment, including but not (00111265 1) 5 of 11 GOLD COST SURVEYING, INC.
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limited to sexual harassment, arising from the conduct of the Contractor or any of the Contractor's officers, employees, agents, licensees, or subcontractors. In the event of a discrimination or harassment complaint against any employee, agent, licensee or subcontractors of Contractor or its subcontractors, Contractor shall take immediate and appropriate action in response to such complaint, including, but not limited to termination or appropriate discipline of any responsible employee, agent, licensee or subcontractors. The provisions of this Section survive completion of the services or termination of the Contract.
14.0 CONTROL OF SERVICES
Each Party shall appoint a representative who shall have the authority to represent and act for that Party ("Representative"). Any written or verbal directions or requests of City's Representative delivered to the Contractor's Representative shall have the same force and effect as if delivered to the Contractor. The Contractor's Representative shall have the authority to sign any change order, coordinate the work of all subcontractors and make other decisions pertaining to the Contract.
15.0 ASSIGNMENT AND SUBCONSULTING
15.1 Neither this Contract nor any interest herein may be transferred, assigned, conveyed, hypothecated, or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of the City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty-five (25%) of the present ownership and/or control of Contractor, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Contract shall be void. No approved transfer shall release the Contractor or any surety of Contractor of any liability hereunder without the express consent of City.
15.2 Contractor shall be fully responsible to the City for any acts and omissions of Contractor's subcontractor, including persons either directly or indirectly employed by subcontractor, in the event Contractor subcontracts any of the work to be performed under this contract. Contractor's responsibility under this paragraph shall be identical to Contractor's liability for acts and omissions of Contractor and employees of the Contractor. Nothing contained in this Contract shall create any contractual relationship between City and any subcontractor of Contractor, but Contractor shall bind every subcontractor and every subcontractor of a subcontractor by the terms of this contract applicable to Contractor's work, unless such change, omission, or addition is approved in advance in writing by the City Manager or the City Manager's designee. All subcontractors are subject to the prior written review and approval of the City Manager or the City Manager's designee.
16.0 LICENSES
If a license of any kind, which term is intended to include evidence of registration, is required of Contractor, its employees, agents, or subcontractors by federal, state, or local law, Contractor warrants that such license has been obtained, is valid and in good standing, and that any required bond has been posted in accordance with all applicable laws and regulations. (00111265 1) 6 of 11 GOLD COST SURVEYING, INC.
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17.0 FINANCIAL' RECORDS
17.1 Contractor shall maintain any and all documents, ledgers, books of account, invoices, vouchers, canceled checks, or records demonstrating or relating to Contractor's performance of services pursuant to this Contract or evidencing or relating to expenditures and disbursements charged to City pursuant to this Contract. Any and all such documents or records shall be maintained in accordance with generally accepted accounting principles and shall be sufficiently complete and detailed so as to permit an accurate evaluation of the services provided by Contractor pursuant to this Contract. Any and all such documents or records shall be maintained for three years from the date of execution of this Contract and to the extent required by laws relating to audits of public agencies and their expenditures. It is expressly understood and agreed that the provisions of this Section will survive termination of this Contract.
17.2 Any and all records or documents required to be maintained pursuant to this Section shall be made available for inspection, audit and copying, at any time during regular business hours, upon request by City or its designated representative. Copies of such documents or records shall be provided directly to the City for inspection, audit and copying when it is practical to do so; otherwise, unless an alternative is mutually agreed upon, such documents and records shall be made available at Contractor's address indicated for receipt of notices in this Contract or the primary location from which services are rendered, whichever is closer.
18.0 OWNERSHIP OF DOCUMENTS
Upon delivery, the work product, including without limitation, all original reports, writings, recordings, drawings, files, and detailed calculations developed under this contract are the property of City. Contractor agrees that all copyrights which arise from creation of the work pursuant to this contract shall be vested in City and waives and relinquishes all claims to copyright or other intellectual property rights in favor of City. City acknowledges that its use of the work product is limited to the purposes contemplated by the scope of Services and that Contractor makes no representation of the suitability of the work product for use in or application to circumstances not contemplated by the scope of Services.
19.0 CONFIDENTIALITY
19.1 Contractor shall treat all information obtained from City in the performance of this Contract as confidential and proprietary to City. Contractor shall treat all records and work product prepared or maintained by Contractor in the performance of this Contract as confidential.
19.2 Contractor agrees that it will not use any information obtained as a consequence of the performance of work for any purpose other than fulfillment of Contractor's scope of Services. Contractor will not disclose any information prepared for City or obtained from City or obtained as a consequence of the performance of work to any person other than City, or its own employees, agents or subcontractors who have a need for the information for the performance of Services under this Contract unless such disclosure is specifically authorized in writing by City.
19.3 Contractor's obligations under this paragraph shall survive the termination of this Contract.
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20.0 CONFLICT OF INTEREST REQUIREMENT
Contractor agrees that, to the extent applicable, it shall comply with and be bound by all laws and regulations deriving from the relationship of the Contractor to the City, including the Political Reform Act (Government Codes Section 87100 et seq.) Chapters 2.32 or 2.33 of the Vista Municipal Code, the Community Redevelopment Act (Health & Safety Code 33000 et seq.) and all regulations promulgated thereunder (collectively "Conflict Laws"). As a condition precedent to the formation of this Contract, Contractor warrants and covenants that it is adequately informed regarding the obligations and duties imposed by the Conflict Laws and that to the best of Contractor's knowledge and belief, there exists no conflict of interest (under the laws) that would disqualify the Contractor from participation in any decisions arising out of the performance of this Contract. Prior to commencement of any work in the performance of this Contract, Contractor shall comply with any applicable requirements of Chapter 2.32 of the Vista Municipal Code, including any requirement to file a financial disclosure statement with the City Clerk.
Contractor further agrees that no employee, agent, or subcontractor for Contractor shall perform any work for the City pursuant to this Contract which will violate the Conflict Laws.
21.0 PROHIBITION OF FINANCIAL INTEREST BY CITY OFFICIAL Contractor warrants and covenants to City that no City Official has or will have any current or future financial interest in this Contract as of the date approved, nor shall Contractor promise, offer, or enter into any written, oral or implied Contract, to provide any financial interest or remuneration of any kind or manner to any City official with respect to this Contract. For purposes of this Section, the term "City Official" shall mean and include any elected or appointed officer of City, any employee of City, or any spouse or financial dependent of a City official or employee. A violation of this provision shall render this Contract null and void and Contractor shall be subject to restitution of all fees or money paid or earned under this Contract.
22.0 INDEMNIFICATION
Contractor shall defend, indemnify and hold City and its officers, officials, employees, and volunteers harmless against any and all liability, loss, damage, fine, penalty, expense, claim or cost (including without limitation costs and fees of litigation) of every nature (collectively, "Liability") arising out of or in connection with this Contract or its performance, including defects in design, except: (1) Liability caused by City's sole negligence or willful misconduct; or (2) for Liability caused by City's active negligence, in which case the indemnity received by City shall be reduced by the amount: (i) that City's active negligence contributed to the Liability on a comparative basis; or (ii) such other amount as may be required by law ("Duty of Indemnification").
23.0 INSURANCE AND BONDS
Contractor shall comply with the insurance provisions set forth in Exhibit C.
24.0 SERVICE OF NOTICE
24.1 Any notice, which either Party may desire to give to the other Party, must be in writing and may be given by personal delivery to the Party's Representative or by overnight courier service to the Party's address set forth in Section 1.0. Notice may also be given by mailing it by registered or certified mail, return receipt requested, to the other Party at the (00111265 1) 8 of 11 GOLD COST SURVEYING, INC.
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address set forth in Section 1.0. Any notice given by mail will be deemed given 48 hours after such notice is deposited in the United States mail, addressed as provided with postage fully prepaid.
24.2 A Party may change its address by giving notice as provided above, and the changed address shall thereafter be deemed to be the address set forth in Section 1.0.
25.0 SPECIAL PROVISIONS
This Contract is subject to, and Contractor shall comply with, the special provisions referenced in Exhibit E, if any.
26.0 EXHIBITS
All documents referenced as exhibits in this Contract, or referenced in an exhibit to this Contract, are incorporated herein.
27.0 APPLICABLE LAW, VENUE
This Contract shall be construed and enforced under the laws of the State of California. If any action is commenced by any Party to this Contract, such action shall be filed in a court of competent jurisdiction within the County of San Diego, California.
28.0 PREVAILING WAGES
Pursuant to Section 1781 of the Labor Code, Contractor is advised that certain work contemplated in this contract may be subject to the payment of prevailing wages and all other requirements of the Prevailing Wage Law. The prevailing wage of each job classification may be found by inquiry with the California Department of Industrial Relations. Contractor shall comply with all laws related to the performance of public work including, but not limited to, the employment of apprentices pursuant to Section 1777.5 of the Labor Code, work day/week hours and overtime rates pursuant to Sections 1813 and 1815 of the Labor Code and the obligation set forth in Sections 1774-1776 of the Labor Code in regards to payment of prevailing wages and to provide the City and the Department of Industrial Relations certified payrolls when required. A certified copy of all payroll records relative to this project shall be submitted to the City along with the related invoice. Receipt of certified payroll records is a prerequisite to receiving payment.
No Contractor or sub-Contractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. No Contractor or sub-Contractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. All Contractors and sub-Contractors must furnish electronic certified payroll records to the Labor Commissioner. This requirement applies to all public works projects, whether new or ongoing. Contractor is further advised that any prevailing wage work contemplated herein is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
29.0 COUNTERPARTS; ELECTRONIC SIGNATURES; ELECTRONIC DELIVERY This Agreement may be executed in separate counterparts, none of which need contain the signatures of both Parties, and each of which, when so executed, shall be deemed an original (00111265 1) 9 of 11 GOLD COST SURVEYING, INC.
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and all together shall constitute and be one of the same instrument. The Parties agree that this Agreement, whether executed by electronic signature, digital signature, or constituting a scanned or electronically reproduced copy or image of this Agreement bearing the signatures of the Parties, will be deemed an original and will represent competent evidence of the execution, terms and existence of this Agreement notwithstanding the failure or inability to produce an original executed Agreement or counterpart thereof, and without the requirement that the unavailability of such original executed Agreement or counterpart thereof first be proven.
Further, the exchange of this entire executed Agreement (and/or such exhibit(s) or document(s)) that is in photostatic or portable document format (.pdf)form by electronic mail or by another electronic means shall be considered original(s) and shall constitute effective execution and delivery of the original(s).
30.0 MODIFICATIONS
This Contract contains the entire agreement, between the Parties and supersedes all prior negotiations, discussions, obligations, and rights of the Parties in respect of each other regarding the subject matter of this Contract. There is no other written or oral understanding between the Parties. No modification, amendment or alteration of this Contract shall be valid unless it is in writing and signed by all Parties.
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31.0 EXECUTION
IN WITNESS WHEREOF; the Parties hereto have executed this Contract as of the Contract Date.
"City" "Contractor"
CITY OF VISTA, a chartered municipal GOLD COAST SURVEYING, INC., a corporation California corporation
By:
JOHN B. FRANKLIN, MAYOR By:
ATTEST:
KATHY VALDEZ, CITY CLERK Name/Title
By:
By:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
Name/Title
By:
RISK MANAGEMENT REVIEW:
DOLORES GASCON, RISK MANAGER
By:
APPROVED
Amanda L.Guy
20230515111843
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EXHIBIT A, C, D & E
REQUEST FOR PROPOSALS
SEE EXHIBIT 7
{00 111265 11 Exhibit A
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EXHIBIT B
CONTRACTOR'S PROPOSAL
(0011126511 Exhibit B
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GOLD COAS-r SURVEYING , INC .
110 CIVIC CENTER DRIVE, SUITE 208
P.O. BOX 1876
VISTA, CA 92085-1876
(760)758.7732
[email protected]
Subject: Re. PROPOSAL OF QUALIFICATIONS AS-NEEDED PROFESSIONAL ENGINEERING
SURVEY SERVICES FOR CAPITAL IMPROVEMENT PROJECTS
APRIL 21st, 2023
Gold Coast Surveying, Inc.is pleased to respond to the City of Vista's Notice of Request for Proposal (RFP)for As-Needed Engineering Survey Services.
Gold Coast Surveying, Inc. team members together with associated sub-consultant's (see appendices). Wish's to express our sincere interest and guaranteed commitment in assisting the City of Vista with Engineering Survey and Mapping Services as described in their RFP.
Throughout this response to the RFP, the GCSI Team will demonstrate their understanding of the City of Vista's needs, their ability to meet those needs as they arise,as well as their qualifications to provide any and all required services in a professional manner throughout the duration of the contract.
GCSI is submitting this Proposal of Qualifications with an exceptional team who maintains the expertise needed to fulfill any Engineering Survey and Mapping Services to meet the requirements of the City of Vista. GCSI is located in Vista, California and has vast experience as a Professional Engineering Survey service provider.
GCSI understands the needs of the City.The City of Vista expects GCSI to support the City on an as-needed basis. GCSI is experienced working with Public Agencies, School Districts, Utility companies,Water Districts, Sewer Districts,Architects, Engineers, Project Inspectors, Project Contractors, Construction Managers and other special inspectors. GCSI will be an integral member of the Project Team to provide comprehensive as-needed Engineering Surveying and Mapping Services that meet the needs of the City of Vista within budget and schedule.
Professional service agreement -GCSI does not foresee any problem signing the agreement that is attached to the RFP and is prepared to execute the Professional Service Agreement as written. The language in the agreement is similar to the existing agreement between the City of Vista and Gold Coast Surveying, Inc. for on-call services.
Insurance Requirements -GCSI carries the required insurance as listed in the RFP and has current certificates of insurance on file with the City of Vista. GCSI will ensure all sub-consultants meet the Cities insurance requirements.
The opportunity to submit this Proposal of Qualifications is greatly appreciated and we look forward to continue providing the required products and services to the City of Vista. LAIC NZ
Respectfully, Gold Coast Surveying, Inc. �v BRUCE C. G SONDE
No. 6144
Bruce C. Bonde, PLS 6144
Vice President OF Cp4,E04�\
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GOLD COAST SURVEYING , INC .
PROPOSAL AND QUALIFICATIONS FOR
AS-NEEDED PROFESSIONAL
ENGINEERING SURVEY SERVICES FOR
CAPITAL IMPROVEMENT PROJECTS
PREPARED FOR:
CITY OF VISTA
ENGINEERING DEPARTMENT
200 CIVIC CENTER DRIVE
VISTA, CA 92084
PREPARED BY:
GOLD COAST SURVEYING, INC.
110 CIVIC CENTER DRIVE, SUITE 208
P.O. BOX 1876
VISTA, CA 92085-1876
Phone: (760) 758 -7732
E-mail: [email protected]
Secretary of State Entity Number C1142046
DIR# 1000033015
Number of Employees 8
Officers authorized to sign on firm's behalf:
Charles Willess, PLS, President, CEO
Bruce Bonde, PLS, Vice President, CFO
C 6 G. <cr BRUCE . G� SONDE Bruce Bonde, PLS, Vice President
No. 6144
APRIL 21st, 2023 � \*
qTF OF CA1-
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SINCE 198.3
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GOLD COAE. SURVEYING , INC .
TABLE OF CONTENTS
COVER- PAGE1
TABLE OF CONTENTS - PAGE 2
SECTION 1. PROJECT UNDERSTANDING - PAGE 3
• Scope of Work...PAGE 4 & 5
• Topographic Survey Narrative...PAGE 6
SECTION 3. PROJECT TEAM AND ORGANIZATIONAL CHART- PAGE 7 • Synopsis of Gold Coast Surveying, Inc. -GCSI...PAGE 8 • GCSI - Project Team Staff...PAGE 9
• Sub-Consultants ...PAGE 9
• Organization Chart...PAGE 10
SECTION 4. PROJECT REFERENCES- PAGE 11
• Project Types ...PAGE 12
• Projects with Narrative Renditions &References ...PAGE 13 through 15
1. CENTER DRIVE-POSTAL WAY to PALA VISTA DRIVE(CIP 8294) (CIP8296)
2. BOBIER DRIVE(CIP 8304)
3. MAR VISTA ISLAND—ANNEXATION
4. MICHIGAN PARKING LOT—AERIAL TOPOGRAPHIC MAP(CIP—8332) SECTION 5. EXAMPLES OF WORK ...Attachment(Not part of 15 pages) APPENDIX A- Professional resumes and as needed support staff APPENDIX B -AeroTech Mapping Inc. (Aerial Mapping Sub-Consultant) APPENDIX C-Air X (Utility location "soft dig" Sub-Consultant) APPENDIX D - Clark Land Resources (Utility Specialist Sub-Consultant) APPENDIX E - GIS Surveyors (As Needed GIS & Land Surveying Support) APPENDIX F - Coffman Land (As Needed Land Surveying Support)
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GOLD COAST SURVEYING , INC .
SECTION 1
PROJECT UNDERSTANDING
• PROJECT DESCRIPTION &SCOPE OF WORK
• TOPOGRAPHIC SURVEY NARRATIVE
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GOLD COA � ; URVEY' NG , INC .
PROJECT DESCRIPTION & SCOPE OF WORK
Our Understanding is the City of Vista is seeking qualified professionals with extensive experience in land surveying,engineering surveying and mapping.The services to include but not be limited to the following:
perform document research; review documents prepared by others; conduct field reviews; perform coordinate conversions;boundary surveys,topographic surveys,set control for construction and aerial photogrammetry,assist COV staff with field design changes and construction surveys/staking;pothole and locate existing utilities; review traverse calculations and closure calculations; review plat and legal descriptions; review parcel maps and final maps for technical correctness; coordinate with Country surveyor's Office,County of San Diego,VISTA Irrigation District, Caltrans, NCTD and other agencies; and prepare hard copy documents for the City of Vista.
We shall provide as-needed services to the City of Vista.The services will include but not limited to the following:
1. Establishing Control- Establishing horizontal and vertical control from existing benchmarks and/or control points for engineering design survey,aerial surveys,etc.
GCSI has a GPS base station antenna mounted on the roof of our office. We have multiple adjustments to the City's control network(CCS83,NGVD29 -ROS 14023) throughout the City.
This allows us to efficiently check the nearest Control and then set additional control as needed for conducting survey projects within the City.
See Topographic Survey Narrative for No.2 thru 4 below
2. Locating and Preserving Monuments.
see section 5 example of work:Example 4- Corner Record&Example 6-Record of Survey
3. Writing legal descriptions and creating graphic plans for deeds,easements, etc.
See section 5 Examples of work: Example 2-Description &Plat
4. Preparing exhibits in AutoCAD
See section 5 Examples of work: Example 1 -ROW Plat forAppraiser S. Construction Staking
See Section 6 Examples of work: Example 5 cut sheets)
6. Utility Location
See Topographic Survey Narrative for Utility Location
a.Shall consist of surface and subsurface location and identification. Data obtained for mapping utilities will be from as-built drawing,field investigation and research,and verification by ground surveys. b.Utilities to be identified are: natural gas,electrical,sanitary sewer,steam,water,communications (telephone,fiber optic,and cable TV),fuel lines,and storm drains. c.Invert elevations shall be given for storm and sanitary piping to the nearest 0.01 foot.Top and bottom elevations shall be given for manhole,head wall,inlets,and like facilities.All piping, cables, and other utilities shall be identified as to type (sanitary or storm sewer,water,electrical,etc.) and type material (steel pipe,concrete,PVC,etc.)
d.For certain projects the City may require the Consultant to subcontract with a Geophysical Survey firm to locate underground utilities with a combination of traditional radio frequency utility locating techniques with geophysical techniques including ground penetrating radar and electromagnetics Providing a complete picture of active and abandoned utility lines. Consultant shall coordinate with Geophysical Survey firm and survey information provided by Geophysical Survey. e.For Certain projects the City may require the Consultant to subcontract to subcontractor with a "soft dig"potholing firm to locate underground utilities by excavation and measurement. Consultant shall coordinate with "soft dig" firm and survey information provided by said firm.
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GOLD COAST SURVEYING , INC .
7. Topographic Surveys
See Topographic Survey Narrative for topographic surveys a. Shall consist of locating all site features and improvements including buildings,structure outlines,paved areas such as parking lots,driveways,walkways,types of pavement, curbs, gutters and width of pavement,fences, etc.The limits and description of vegetation and masses shall be included.Also,individual trees of four inches or larger diameter shall be located and identified.
b. The 100-year floodplain contour elevations and the appropriate flood insurance map panel number will be identified on the map legend.
c. The surveyor shall set at least one (1) permanent bench mark on each site. Street Survey Monuments shall be installed by the surveyor and shall consist of a brass disk which shall be set in a 6-inch diameter by 3-foot long concrete monument along with cast iron frame and cover.
In lieu of the monument described GCSI suaaests that a more cost-effective monument be considered i.e. a Lead&Nail or Brass Tag. We of Monument be affixed in the top of Curb or another type of Concrete Structure near the Project.
See Topographic Survey Narrative for No. 8 thru 11 below
8. Establishing City Right-of-Way and adjacent property lines See section 5 Examples of work: Example 1 -ROW Plat forAppraiser Example 2-Description&Plat
9. Traffic Control-The Consultant shall coordinate and provide all traffic control for field surveying.
Traffic control for field survey will be per the California MUTCD and San Diego Area Regional Standard Drawings.
10.Re-establishing monuments that have been destroyed,or cannot be located. The City has a monument network that includes monuments that are recorded with the County Surveyor's office.
Using the available coordinates and other information provided by the City for the missing monuments,the Consultant shall locate and re-establish monuments that cannot be located. Re- establishing means to reset,at grade,the monument and provide revised vertical elevations for the re-established monument.
11.Preparing and filing required Corner Records, Records of Survey,and Maps.
See section 5 example of work:Example 4- Corner Record&Example 6-Record of Survey Review of tentative parcel maps,tentative subdivision maps,parcel maps and final maps for technical correctness. Signature of parcel maps and final maps.Review of plat and legal descriptions. Review of traverse calculations and closure calculations.Review of certificates of compliance. Offering technical opinions and review of the subdivision map act and the land surveyors act.
See section 5 Examples of work:Example 9 Official Map-Miscellaneous Map Note:Official Maps authorized under Sections 66499.50 thru 66599.58 of the Subdivision Map Act Recorded as Miscellaneous Maps in San Diego County are Maps that Constitute Constructive notice as to the establishment of property lines,street right-of-ways etc.,Records of Surveys do not.
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GOLD COAE. SURVEYING , INC .
TOPOGRAPHIC SURVEY NARRATIVE
Assuming the "topographic survey" is for improvements of a street widening and or realignment,the limits of the project defined by the City. Research of the existing right-of-way vs. proposed right-of-way is conducted and an assessment report will be provided to the City with a list of property owners to obtain permission of entry for the survey. At this stage,the most cost-effective approach will be determined i.e. conventional topography vs. Aerial Topography supplemented by conventional survey.
With a negotiated agreement secured, (assuming the cost-effective approach is an aerial topographic survey, supplemented by conventional survey methods). GCSI will proceed with completing the calculations for the records (Maps& Deeds of Properties) in the survey area. Identifying record monuments to be searched for, prepare legal descriptions and plats for acquisition of the required right-of-way, mark limits and request utility mark outs, coordinate with the aerial sub-consultant setting aerial Premark's, establish horizontal &vertical control, control to be based on CCS 83 & NGVD 29 datum; (basis per ROS 14023). If desired NAVD 88: datum used for current FEMA FIRM panels and map revisions,can be established, referenced and provided.Traffic control provision in accordance with CA MUCTD&San Diego Regional Standard Drawings for ultimate safety of the public and survey personnel will be achieved.
With the aerial base map in hand,the control/supplemental topographic survey will consist of: locating the record and non-record monuments discovered in conducting the survey,set a sufficient number of horizontal control monuments to allow for monument perpetuation through construction,should the survey disclose material discrepancies, prepare and file a Record of Survey as required by Sec. 8762 of the Business & Professions Code,set a permanent bench mark on-site, locating all site features and improvements including buildings, structure outlines, paved areas, parking lots, driveways,walkways,types of pavement, curbs,gutters and width of pavement, fences, etc. .The location of joins in regard to curb and gutter will be located. When preforming conventional topo for pedestrian ramps and asphalt joins it is GCSI policy to locate past the existing join at an interval of 1 foot and at 5 feet or as necessary to accommodate for the transition.The limits and description of vegetation and masses included individual trees of four inches or larger shall be located and identified.
The topographic survey provided shall consist of surface and subsurface data for mapping utilities obtained from research, as-built drawings, and verification by ground survey. Utilities to be identified are: natural gas, electrical,sanitary sewer,steam,water,communication facilities (telephone,fiber optic, and cable TV),fuel lines, and storm drain facilities.
Invert elevations shall be given for storm drain and sanitary sewers to the nearest 0.01 foot. Top and bottom elevations shall be given for manholes, head walls, inlets& outlets. All piping, cables, and other utilities shall be identified as to type (sanitary or storm sewer,water, electrical, along with type of material i.e. steel pipe,concrete, PVC, etc.) Certain projects may require the Consultant to subcontract with a Geophysical Survey firm to locate underground utilities with a combination of radio frequency locating techniques,ground radar, or electromagnetic or a "soft dig" potholing firm. Gold Coast has contacted a firm that can provide the above disciplines and will coordinate with such firm as projects require.
In the post processing stage GCSI will verify the accuracy of survey data, including measurements and calculations conducted at survey sites. Then Prepare and maintain sketches, maps, reports, and legal descriptions of surveys in order to describe, certify, and assume liability for work performed. Upon completion of the field work, GCSI will prepare the final deliverable in the requested format.This could include but not limited to, a point .txt file, DWG file, or GIS(ArcView)format. Finalized topo maps can be provided with current FEMA flood panel overlays and include reference to map revisions. In some situations, support is needed during the city's review (design phase) of the finished product. GCSI is always willing to discuss any questions or comments to maintain excellence and satisfaction.
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GOLD COAST SURVEYING , INC .
-IVw
+r
SECTION 3
PROJECT TEAM & ORGANIZATION CHART
• Synopsis of Gold Coast Surveying, Inc. - GCSI
• GCSI - Project Team Staff
• Sub-Consultants
• Organization Chart
t�
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GOLD COAE. SURVEYING , INC .
Gold Coast Surveying, Inc. - GCSI
Every company has a story,a vision and a set of values. It's what drives a professional services firm like Gold Coast Surveying Inc.,every day to climb mountains for clients and achieve what might seem impossible. We live by this pursuit of excellence. It's what drives us to deliver the best product,advice and service. It is what sets us apart from other Land Surveying and Engineering Service firms. Other firms can't match our drive,scope and specialization.
Four straightforward commitments to our clients and one overriding principle that binds them together:
We thoroughly understand our clients' needs and their industries.
We develop client solutions with the best product solutions, costs and timelines.
We relentlessly deliver quality client service.
We focus on turnaround time to deliver the best product quickly...with integrity.
As a Professional service provider, GCSI is responsible for ensuring that we know our science,equipment, in house procedures and requirements for our end-product. Only by maintaining our training and demonstrating our skills can we elevate the credibility of our profession and meet our client's diverse needs.
GCSI in 1983, established a base of operation in Vista, California,with the intent to provide surveying, mapping and engineering support services to municipalities, public agencies, and private firms that do not maintain an engineering surveying and mapping staff. We consider communication with the client, quality control and cost containment to be of the utmost importance.The diligent pursuit of excellence in these areas is our only acceptable practice whether the project is large or small.
GCSI has two licensed land surveyors on staff, other qualified field and office support personnel work under these licensed surveyors as support staff. Our staff commands a variety of talents enhanced by a diverse background of experience.
GCSI utilizes modern equipment to efficiently perform and process our field survey data.This is accomplished with the use of Electronic Robotic Total Stations with reflector-less capability, as well as GNSS/GPS Receivers with CDMA cellular data modems. All GNSS/GPS receivers can be used for static, rapid static or real-time RTK data collection. Electronic data collectors incorporate stake-out capabilities (including slope staking), and interface with both the Robotic Total Stations and the GNSS/GPS Receivers.
GCSI maintains an up to date "in house" state-of-the-art networked computer system with licensed software (AutoCAD Civil 3d/Eagle Point).This System (including laptops for the field), has the capability of mass data storage,finished (electronic and "hard copy" plotted) project creation, and subsequent data transfer in various formats to fit the City's needs.
GCSI is capable of performing a variety of engineering surveying and mapping services.These services encompass and include all services,equipment necessary to prepare and deliver engineering surveying and mapping services.
All engineering surveying and mapping work will be in compliance with relevant federal,state and local regulations, and contract previsions. All engineering surveying and mapping services will be conducted under the direction of a licensed land surveyor. Services will be provided by GCSI on projects as authorized and directed by the City of Vista. GCSI will, maintain close communications with the City of Vista or the City of Vista's representative.
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GOLD COA � ; URVEYING , INC .
GCSI - Project Team Staff
Bruce Bonde PLS#6144—Vice President- Project Manager, Primary Contact Mr. Bonde will be the Project Manager & Primary Contact for the projects. 38 years as an Employee of Gold Coast Surveying, Inc. His primary duties will include coordination with the City, daily coordination of work flow, personnel, quality control, researching and reviewing maps &documents. Analysis and adjusting survey data to established control in AutoCAD Civil 3d, aligning record data to found monuments, preparing maps and writing legal descriptions with plats.
Relevant Experience: Mr. Bonde was directly involved with all attached Project References.
Charles N. Willess PLS#3654—President/Principle
Mr. Willess primary duties will be overseeing company operations.
Relevant Experience: Mr. Willess was directly involved with attached Project References 1, 2, & 3.
Nicholas C.Willess—Assistant Land Surveyor—Project Manager,Secondary Contact Mr. Willess will be the secondary project Manager. 18 years as an Employee of Gold Coast Surveying Inc., His primary duties will include, operating the GNSS/GPS & Total Station equipment for locating CCS83 control, setting aerial control panels, setting on-site control, searching for & locating monuments, locating utilities, locating & dipping manholes, required supplemental topography and construction staking. In the office Mr.
Willess duties will include processing& note reduction of field data in AutoCAD Civil 3d.
Relevant Experience: Mr. Willess was directly involved with all attached Project References.
Chase R.Willess—Office& Field Support
Mr. Willess will be Office & Field Support. 10 years as an Employee of Gold Coast Surveying Inc., His primary duties will include, operating the GNSS/GPS & Total Station equipment for searching & locating monuments, locating utilities, locating topography and construction staking. In the office Mr. Willess duties will include researching deeds, maps and public information and general office duties.
Relevant Experience: Mr. Willess was directly involved with all attached Project References.
Firm and Team Member Availability and Capacity
GCSI has a long-standing relationship with a talented group of local individuals with a diverse background in various aspects of field &office surveying (See Appendix A—as needed support staff).
Sub Consultants: GIS Surveyors, Inc. & Coffman Land Consulting, Inc. are not owned or employed by GCSI, but are available if their services are ever needed for additional support, personnel or equipment.
Marjory Talley—Office Accounting
Miss.Talley will be the project Accountant& Bookkeeper and will be responsible for prevailing wage payroll and the reporting payments to the DIR.
Sub-Consultantants
• AeroTech Mapping, Inc.—Photogrammetric Service Provider Certified DBE-See Appendix B
• AIRX Utility Surveyors Inc.—Geophysical Surveys"Soft Dig" potholing Certified WBE-See Appendix C
• Clark Land Resources, Inc.- Utility Specialist
Certified WBE-See Appendix D
• GIS Surveyors, Inc—As Needed GIS& Land Surveying Support Certified DVBE,SB-PW,SDVOSB, SLBE -See Appendix E
• Coffman Land Consulting, Inc.—As Needed Land Surveying Support Certified DVBE-See Appendix F
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GOLD COA � ; URVEYING , INC .
Organizational Chart
r•�
4: Gold Coast Surveying, Inc.00
J' J
CITYI (�� VISTA��� Surveying,Mapping,GPS&Engineering 1 y Support Services
C A L I F 0 R N I A
Bruce Bonde, PLS #6144
Vice President- Senior Land Surveyor
SUB-CONSULTANTS Project Manager
I F Primary Contact
AEROTECH MAPPING,INC.
Charles N. Willess, PLS#3654
President/Principle
PHOTOGRAMMETRIC SERVICES
SURVEYORS
Nicholas C. Willess
Assistant Land Surveyor
Project Manager- Survey Crew Chief
AutoCAD Civil 3D
Secondary Contact
UNDERGROUND UTILITY LOCATORS
Chase R. Willess
lark Inlegn Office&Field Support
I I ty in all things
AS NEEDED SUPPORT STAFF
UTILITY SPECIALISTS Support Staff
Mike Miedema, PLS #8421
r Jonathan K. Blake
�' Mike G. Dodd
OFFICE ACCOUNTING
EMPLOYEE O WINED SINCE 2020
AS NEEDED GIS &SURVEYING SUPPORT Margie Talley,
Accounting, Bookkeeping&
COFFMAN LAND,�'�'� DIR reporting
—SURVEYING d ENGINEERING SUPPOR-
AS NEEDED SURVEYING SUPPORT page 10
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GOLD COAST SURVEYING , INC .
SECTION 4
PROJECT REFERENCES
• Project types
• Projects with narrative renditions &references
1. CIVIC CENTER DR- POSTAL WAY to PALA VISTA DRIVE(CIP 8294) (CIP8296)
2. BOWER DRIVE(CIP 8304)
3. MAR VISTA ISLAND-ANNEXATION
4. MICHIGAN PARKING LOT-AERIAL TOPOGRAPHIC MAP(CIP 8332) 7%
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GOLD COAST SURVEYING , INC .
PROJECT TYPES
Our understanding is the City of Vista need for engineering surveying support services that arise from multiple projects. The specific needs on each project will be detailed in writing. The following services will be provided contingent on the citys needs:
Our past projects have included the following Land Surveying Services but not limited to:
Establishing Control Locating and Preserving Monuments Boundary Surveys (Cadastral & Metes & Bounds) ALTA Surveys Topographic Surveys (Conventional) Construction Surveys Right of Way Surveys Utility Location Surveys
Map Preparation Aerial Mapping Control
Tract/Subdivision Maps Parcel Maps
Record of Surveys Official Maps
Construction Staking Precise Geodetic Leveling
Mergers and lot line adjustments Engineering Surveys Research of survey and property records Litigation Support Services Centerline Control Court Appearance (Expert Witness) Legal Descriptions and Plats Certificate of Compliance FEMA Elevation Certificate Processing Letter of Map Amendment Aerial Mapping Services by ATM include but not limited to:
Aerial Topographic Mapping Rectified Digital Color Ortho Photo's High Precision Aerial Photos Post Processing Creation of DTM Support Services for preparation of but not limited to:
Grading Plans Site Plans Street Realignment Studies Improvement Plans & Profiles of: Streets, Sewer lines, Water Lines & Storm Drains Lines Construction Surveying Support&Stakingfor but not limited to:
Site Grading State School Construction Underground Utilities Residential Streets Detention Basins Sewer Lines Residential Subdivisions Water Lines Storm Drains Lines Major Collector Streets Pedestrian Ramps
Review of documents and maps for technical correctness of but not limited to:
Tentative Tract/Subdivision & Parcel Maps Final Tract/Subdivision & Parcel Maps Lot Line Adjustments Certificates of Compliance
Lot Mergers
Upon identifying a specific project, a Detailed Scope of Work of the requirements will be provided for each phase. In addition to the above services, the City may at times have needs for service (to supplement City staff) in Return Plan Checking to verify implementation of the corrections and to list additional corrections that may be needed.
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GOLD COAST SURVEYING , INC .
PROJECTS NARRATIVE RENDITIONS & REFERENCES
1. CIVIC CENTER DRIVE-POSTAL WAY to PALA VISTA DRIVE(CIP 8294) (CIP8296) PROJECT For: City of Vista
This project consisted of multiple Phases:
PHASE 1-CIVIC CENTER @ POSTAL WAY-RIGHT OF WAY DEDICATION -This phase consisted of meeting with City staff, researching record maps, review preliminary title reports, calculating record maps &documents.
Field locating CC83 ties (COV ROS 14023), search and locate monuments from ROS 9633 to establish the right- of-way, locate topographic features (curb, concrete at pumps, cover etc.) to verify clearances. Calculate proposed right-of-way 52' and 55' half street. Prepare plat with 2014 COV LiDar image showing proposed right-of-way. Field mark proposed right-of-way area for appraiser. Prepare legal description & plat of proposed easement.
see section 5 Examples of work: EXAMPLE 1 -ROW PLAT FOR APPRAISER EXAMPLE 2-DESCRIPTION&PLAT
Start date: 08/2017- Completed on 02/2019-COST ESTIMATE: $5,500—TOTAL COST: $4,773 CONTACT:Tim Shell—(former employee) City of Vista Engineering Department(760)809-6680 cell PHASE 1 COMPLETED IN A TIMELY MANNER AS REQUESTED &WITHIN BUDGET PHASE 2—CIVIC CENTER DRIVE- ENGINEERING SURVEY—This phase consisted of meeting with City staff,field searching& locating record monuments and visible non-record monuments, establishing control on CCS83 (COV ROS 14023). Locating half street cross sections along Civic Center Drive and full street cross sections along Postal Way and Pala Vista Drive consisting of shots on median, centerline, stripe line, edge gutter,flow line,top of curb, back walk and ground. Field locate topographic features that would have an influence on the design consisting of shots on utilities,street lights, signal lights,water,sanitary sewer,storm drain,fence lines, trees etc. Prepare a digital base map of the survey.There was a portion of the estimate for Engineering Drafting, but that was completed by the City for the Gas Station and an outside Engineer for the Pala Vista Park,so that$6000 portion of the estimate was not used. see section 5 Examples of work: EXAMPLE 3-NON-AERIAL TOPOGRAPHIC MAP Start date: 05/2018- Completed on 10/2018-COST ESTIMATE: $17,000—TOTAL COST: $9,536 CONTACT: Matt Atteberry—City of Vista Engineering Department (760) 643-5410 PHASE 2 COMPLETED IN A TIMELY MANNER AS REQUESTED &WITHIN BUDGET PHASE 3—GAS STATION-CONSTRUCTION STAKING -This phase consisted of meeting with City staff,field preparation for staking. Checking Grades &calculation NE curb return. Preparing construction grade sheets.
Marking sawcut&joins, staking rough grade,AC berm, curb&gutter, landscape curb, cross gutter, driveway entrance,AHA ramps,wall,fire hydrant and signal light. After construction the monuments destroyed or disturbed by the construction were reset and a Corner Record was filed with the County of San Diego. see section 5 Examples of work: EXAMPLE 4- COV CR 45641 Start date: 11/2020- Completed on 4/2020 -COST ESTIMATE: $10,000—TOTAL COST: $9,586 CONTACT:Jason Rivera—City of Vista Engineering Department (760) 643-5422 PHASE 3 COMPLETED IN A TIMELY MANNER AS REQUESTED &WITHIN BUDGET PHASE 4—POLE RELOCATION—This phase consisted of meeting with City staff, researching record maps& documents, calculating record maps &documents, review proposed easement deeds,set control tied to CCS83 (COV ROS 14023) search for&tie monuments controlling property lines in the area. Locate topography in the area of the existing pole. Provide base map to the City of Vista Start date: 05/2019- Completed on 01/2021 -COST ESTIMATE: $5,000—TOTAL COST: $3357 CONTACT: Conrad "Skip" hammann—former COV Engineering Department consultant(760) 802-5605 cell PHASE 4 COMPLETED IN A TIMELY MANNER AS REQUESTED &WITHIN BUDGET
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GOLD COAS" SURVEYING , INC .
PHASE 5—PALA VISTA PARK-CONSTRUCTION STAKING -This phase consisted of meeting with City staff,field preparation for staking. Preparing construction grade sheets. Marking sawcut&joins. Staking rough grade,gas line,water line,sewer line, dry utilities, storm drain, detention basin, retaining walls, driveway, signal lights, curb&gutter,ADA ramps &walks.
Start date: 11/2020—STILL UNDER CONSTRUCTION -COST ESTIMATE: $35,000 CONTACT: Imelda Huerta—City of Vista Engineering Department (760) 643-5208
2. BOBIER DRIVE(CIP 8304) PROJECT For: City of Vista
This project consisted of multiple Phases:
PHASE 1- RIGHT OF WAY-This phase consisted of meeting with city staff. Researching record maps & plans for right-of-way information. Setting control for aerial, conventional topo &construction tied to the CCS83 (COV ROS 14023). Locating monuments that control the right-of-way. Locating existing curb line & additional topo as time permitted. Drafted base map in AutoCAD with City of Vista 2017 LiDar& record right-of-way in base map. Provided the city with a digital & PDF with field location information.
Start date: 10/2018-Completed on 11/2018-COST ESTIMATE: not to exceed $2,999 —TOTAL COST: $2,999 CONTACT: Husan Hasenin—City of Vista Traffic Engineering (760) 643-5411
COMPLETED IN ATIMELY MANNER AS REQUESTED & WITHIN BUDGET PHASE 2- EASEMENT-This phase consisted of meeting with City staff& prepare legal description & plat of proposed easement for signal light controller.
Start date: 12/2018- Completed on 01/2019-COST ESTIMATE: not to exceed $2,999 —TOTAL COST: $1,225 CONTACT: Husan Hasenin—City of Vista Traffic Engineering (760) 643-5411
COMPLETED IN A TIMELY MANNER AS REQUESTED & WITHIN BUDGET PHASE 3-TOPOGRAPHIC SURVEY FOR ADA RAMPS-This phase consisted of meeting with city staff. Field locating topographic features critical to engineering design consisting of shots on top of curb,flow line, edge gutter, utilities,street lights, signal lights, etc in ADA ramp areas.This information was all compiled into a Base map and provided to the city.
Start date: 01/2019- Completed on 01/2019-COST ESTIMATE: not to exceed $2,999 —TOTAL COST: $2,810 CONTACT: Husan Hasenin—City of Vista Traffic Engineering (760) 643-5411
COMPLETED IN A TIMELY MANNER AS REQUESTED& WITHIN BUDGET PHASE 4-CONSTRUCTION-This phase consisted of meeting with city staff. Calculating Curbs,walks,signal pole locations&ADA ramps. Field preparation &grade sheets for staking. Marking saw cuts &joins. Staking Gutter, curb,ADA ramps,signal poles. After construction the monuments destroyed or disturbed by the construction were reset and a Corner Record was filed with the County of San Diego. see section 5 Examples of work: EXAMPLE 5-SURVEY CUT SHEETS FOR CURB STAKING Start date: 09/2019- Completed on 06/2020-COST ESTIMATE: $9,000—TOTAL COST: $7,871 CONTACT: Husan Hasenin—City of Vista Traffic Engineering (760) 643-5411
COMPLETED IN A TIMELY MANNER AS REQUESTED& WITHIN BUDGET
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GOLD COAS" SURVEYING , INC
3. MAR VISTA ISLAND—ANNEXATION PROJECT For: City of Vista This project consisted of 2(two) Phases:
PHASE 1—ANNEXATION DESCRIPTION & PLAT-This project consisted of meeting with City Staff, researching record maps&annexation documents. Calculating record maps and annexations documents. Drafting plat to LAFCO specifications. Calculating annexation area. Preparing a description to LAFCO specifications.
Start date: 10/2020- Completed on 01/2021-COST ESTIMATE: $7,540—TOTAL COST: $7,540 CONTACT: Sarah Bottom former employee of the City of Vista (760) 410-6823 cell PHASE 1 COMPLETED ON TIME & UNDER BUDGET
PHASE 2—ANNEXATION DESCRIPTION& PLAT for BUENA SANITATION DISTRICT-This project consisted of meeting with City Staff, researching record maps &annexation documents. Calculating record maps and annexation documents. Drafting plat to LAFCO specifications. Calculate area. Preparing a description to LAFCO specifications.
see section S Examples of work: EXAMPLE 6-ANNEXATION R021-04 DESCRIPTION&PLAT Start date: 10/2020- Completed on 01/2021-COST ESTIMATE: $4,000 TOTAL COST: $3,681 CONTACT: Kim Cruz former employee of the City of Vista (619) 244-6420 cell PHASE 2 COMPLETED ON TIME & UNDER BUDGET
4. MICHIGAN PARKING LOT—AERIAL TOPOGRAPHIC MAP(CIP—8332) PROJECT For: City of Vista This project consisted of 2(two) Phases:
PHASE 1-ORIGINAL AREA—This phase consisted of meeting with city staff. Researching record maps & plans in the area. Setting control for aerial,conventional topo&construction tied to the CCS83 (COV ROS 14023).
Searching and locating monuments in the area to control the boundary and/or that may be disturbed by construction. Field locating topographic features critical to the parking lot design consisting of shots on top of curb,flow line, edge gutter,walls, utilities, street lights, signal lights,water,sanitary sewer,storm drain,fence lines,trees etc.This information was provided to the AeroTech along with the ground control. AeroTech flew the site and scribed the aerial topographic map. We review and checked the aerial topographic map and drafted the boundary of the parcel we had established on Miscellaneous Map No. 696(Official Map) prepared for the City in 2005. This information was all compiled into a base map and provided to the city. see section S Examples of work: EXAMPLE 7-AERIAL TOPOGRAPHIC MAP Start date:12/2021-Completed on 03/2022 -COST ESTIMATE: $5,000—TOTAL COST: $5000 CONTACT: Conrad "Skip" hammann—former COV Engineering Department consultant(760) 802-5605 cell PHASE 1 COMPLETED ON TIME &WITHIN BUDGET
PHASE 2—SECONDARY AREA—In discussions with the city they said they were considering expanding the parking lot to the west. We verified with AeroTech the could scribe the area to the west of the original site.
The City agreed the wanted the additional area and we had AeroTech scribed the additional area,we did not do any conventional topo because it was for study purposes only. Once the additional area was scribed,we inserted the boundary for the parcel we had established on Miscellaneous Map No. 696 (Official Map).This information was all compiled into a Base map and provided to the city.
Start date: 05/2022- Completed on 11/2022 -COST ESTIMATE: under$3000—TOTAL COST: $1610 CONTACT:Jason Rivera—City of Vista Engineering Department(760) 643-5422 Greg Mayer—City of Vista Engineering Department (760) 643-5408 PHASE 2 COMPLETED IN A TIMELY MANNER AS REQUESTED &WITHIN BUDGET
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GOLD COAST SURVEYING , INC .
SECTION 5
Attachment (Not part of 15 pages)
EXAMPLES OF WORK
EXAMPLE 1 - ROW PLAT FOR APPRAISER
EXAMPLE 2 - DESCRIPTION &PLAT
EXAMPLE 3 - NON-AERIAL TOPOGRAPHIC MAP
EXAMPLE 4 - COV CORNER RECORD NO. 45641
EXAMPLE 5 - SURVEY CUT SHEETS FOR CURB STAKING
EXAMPLE 6 -ANNEXATION R021-04 DESCRIPTION &PLAT E
EXAMPLE 7 -AERIAL TOPOGRAPHIC MAP
EXAMPLE 8 - COV RECORD OF SURVEY MAP NO. 21506
EXAMPLE 9 - COV OFFICIAL MAP - MISCELLANEOUS MAP NO. 757 06/13/2023 C3 35 of 190
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06/13/2023 C3 36 of 190
EXHIBIT "A"
960 CIVIC CENTER DRIVE
DESCRIPTION RIGHT OF WAY EASEMENT
APN 179-124-48-00
THOSE PORTIONS OF LOT 78, 79 AND 80 OF RANCHO VISTA, IN THE CITY OF VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 1960, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1926, CONVEYED TO ARCP UO PORTFOLIO V, LP, A DELAWARE LIMITED PARTNERSHIP, IN GRANT DEED RECORDED OCTOBER 15, 2014, AS DOCUMENT NO. 2014- 0446470, IN OFFICIAL RECORDS OF THE SAID COUNTY RECORDER, LYING WESTERLY, NORTHWESTERLY AND NORTHERLY OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT A POINT IN THE SOUTHWESTERLY LINE OF SAID LOT 80, BEING SOUTH 75°38'09" EAST, (S 76°17'20" E RECORD PER RECORD OF SURVEY NO. 9633)(S 75°15' E RECORD PER MAP NO. 1960), 2.54' FROM THE SOUTHWESTERLY CORNER OF SAID LOT 80, BEING THE BEGINNING OF A NON TANGENT 1055.00 FOOT RADIUS CURVE CONCENTRIC WITH AND 55 FEET SOUTHEASTERLY OF A 1000.00 FOOT RADIUS CENTERLINE OF CIVIC CENTER DRIVE (FORMERLY ESCONDIDO AVE) AS SHOWN ON RECORD OF SURVEY NO. 9633, FILED IN THE OFFICE OF THE COUNTY RECORDER, APRIL 5, 1984, AS FILE NO. 84-1424986, A RADIAL BERING TO SAID CURVE BEARS SOUTH 42°00'41" EAST;
THENCE NORTHEASTERLY ALONG SAID CONCENTRIC CURVE, THROUGH A CENTRAL ANGLE OF 8°48'20', AN ARC DISTANCE OF 162.14;
THENCE NON TANGENT TO LAST SAID CURVE, NORTH 81°57'27" EAST, 29.51
FEET TO THE NORTHEASTERLY LINE OF THE AFOREMENTIONED LAND
CONVEYED TO ARCP UO PORTFOLIO V, LP, A DELAWARE LIMITED PARTNERSHIP, BEING THE POINT OF TERMINUS.
SUBJECT TO COVENANTS, EASEMENTS AND AGREEMENTS OF RECORD.
ALL AS SHOWN ON THE ATTACHED PLAT, MARKED EXHIBIT "B", WHICH BY THIS REFERENCE HERETO IS INCORPORATED HEREIN AND MADE A PART HEREOF.
THE BEARINGS SHOWN HEREON ARE CALIFORNIA COORDINATE SYSTEM 83, ZONE 6, NAD 83, EPOCH 1991.35.
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06/13/2023 C3 37 of 190
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DATE: 10/04/2018 RIGD T 00 0 AY EASEMENT PLAT GOLD COAST SURVEYING, INC. 0 0 O CIVIC CENTER DR. (760) 758-7732 FAX (760) 758-7733 DWG. NO.: 201734.DWG APN 179-124-48 P.O. BOX 1876 - VISTA CA 92085-1876 VISTA, CA 110 CIVIC CENTER DR. SUITE 1208
CHECKED BY: J.K.B. VISTA, CA 92084 [email protected] 06/13/2023 C3 38 of 190
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06/13/2023 C3 40 of 190
045641
CORNER RECORD Agency Index
Document Number APN 179-124-48
City of Vista County of San Dieqo , California Brief Legal Description PORTION of LOTS 78, 79 and 80 of MAP 1960, as shown on ROS 9633 CORNER TYPE COORDINATES (Optional)
N. E.
QGovernment Corner Q control Elevation
Meander ©X Property Units 17 Metric U.S. Survey Foot -----------+-----------
Rancho Other Horizontal Datum
Zone Epoch Date
Date of Survey October 18, 2019 Vertical Datum
January 15, 2020 ❑ Complies with Public Resources Code§§8801-8819 ❑ Complies with Public Resources Code§§8890-8902
PLS Act Ref.: E] 8765(d) 08771 118773 D Other:
Corner/ ❑ Left as found ❑ Established ❑ Rebuilt M Pre-Construction Monument: ❑ Found and tagged N Reestablished ❑ Referenced 0 Post-Construction Narrative of comer identified and monument as found,set,reset, replaced, or removed:
❑✓ see sheet#2 for description(s):
Located monuments prior to construction, set monuments after construction as noted on page 2.
Note: No warranty expressed or implied as to the monuments shown hereon having been set in the correct location by the original surveyor or engineer and does not constitute a survey to establish the true position of shown monument(s).
UND s5\o �off,
SURVEYOR'S STATEMENT ��� Gc�,�i�
BRUCE C. o 1i
vo This Comer Record was prepared by me or under my direction in conformance with 4 SONDE * No.6144
the Professional Lan0 Surveyors'Acton January 27, 2020 �y (P \Q, Signed P.L.S.or R.G.E No. 6144 /I t % CF OA��FC�`?_
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received (•/WI. ?�, Z!2Za _ and examined qnd file ( ' (�(7j?� �g�0 lAIVpSG Signed P.L.S./'gICI or-R—C— 7hV r' TODD
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Title FOR THE COUNTY SURVEYOR N !S � 7131 �
County Surveyor's Comment
CFCALIFO�"r
06/13/2023 C3 41 of 190
RPR Rr._MiR Page 1 of
Document Number: APN 179-124-48 Agency Index V45b/41 MONUMENTA17ON NOTES LEGEND
A FD LEAD AND CUPTACK, NO RECORD, IN TOP OF CURB,
BEFORE AND AFTER CONSTRUCTION. FD MONUMENT AS NOTED �8 FD LEAD AND CUPTACK, NO RECORD, IN DEPRESSED CURB OF DRIVEWAY, PRIOR TO CONSTRUCTION BEFORE AND AFTER CONSTRUCTION.
© FD 314" PIPE, OPEN, (314" PIPE AND PLUG LS 3369 PER R3) O SET MONUMENT AS NOTED DESTROYED BY CONSTRUCTION, SET LEAD & DISC LS 6144. AFTER CONSTRUCTION QD FD LEAD AND BRASS PIN, NO TAG, PER R2 (3/4" PIPE & PLUG LS 3369 PER R3) DESTROYED BY CONSTRUCTION, SET MAG & WASHER PLS 6144. (...) RECORD DATA QE FD 314" PIPE &DISC LS 1162 PER R1 &R3 DESTROYED BY CONSTRUCTION, SET LEAD & DISC LS 6144. R1 MAP NO.5025 Q FD LEAD AND BRASS PIN, NO TAG, IN LIEU OF 314" PIPE & PLUG LS 3369 PER R3, BEFORE & AFTER CONSTRUCTION R2 PM NO. 17550
© FD LEAD AND BRASS PIN, NO TAG. PER R2 (314" PIPE & PLUG LS 3369 PER R3) DESTROYED BY CONSTRUCTION SET MAG & WASHER PLS 6144. R3 ROS NO. 9633 QH FD LEAD AND BRASS PIN, NO TAG, PER R2 (314" PIPE & PLUG LS 3369 PER R3) DESTROYED BY CONSTRUCTION SET LEAD & DISC LS 6144.
IQ FD MAG NAIL AND WASHER STAMPED WOOLLY, NO RECORD, BEFORE AND AFTER CONSTRUCTION.
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JN: 201734.02
,QW213/2023 C3 Page 2of2 42 of 190
BOBIER DRIVE -CIP 8304 GS-02 PAGE 1 OF 1
Gold Coast Surveying, Inc. (760)758-7732(T) Stakes set: 12/06&09/2019 P.O. Box 1876 (760)758-7733(F) Stakes set by: BCB/NCW Vista, CA 92085-1876 [email protected] Computed by: BCB Checked by: NCW
CONTRACTORS ATTENTION:
GRADES ARE GIVEN FROM TOPS OF STAKES OR NAILS,IN FEET AND HUNDREDTHS OF A FOOT.THE CONTRACTORS SHALL OBSERVE THE FOLLOWING RULE IN USING THESE GRADE STAKES.THREE CONSECUTIVE POINTS ON THE SAME RATE OF GRADE OR ON A TANGENT ALIGNMENT MUST BE USED IN COMMON.IF THERE IS AN APPARENT ERROR OR LACK OF UNDERSTANDING AS TO WHAT
IS MEANT BY THE STAKING,THE CONTRACTOR SHALL REQUEST AN INTERPRETATION OF STAKING FROM THE SURVEYOR BEFORE DOING ANY WORK,OTHERWISE THIS OFFICE WILL NOT BE RESPONSIBLE FOR ANY ERROR IN THE FINISHED WORK.ANY LACK OF STAKES MUST BE REPORTED TO THE CITY OF VISTA 2 DAYS BEFORE THEY ARE REQUIRED.
ALL GRADE SHEETS ARE VOID AFTER 30 DAYS
NOTE : TC(TOP CURB), FL(FLOW LINE), TR(TOP RAMP), GB (GRADE BRAKE), TOE (TOE CURB),
FS (FINISH SURFACE), EG (EDGE GUTTER), EP(EDGE OF PAVEMENT) CALC STATION ELEV SET SET GRADE FILL/CUT O/S PT# PT# PT
214 JOIN PCR 360.77 3061 TC 360.77 JOIN TC JOIN +/-6"CURB 360.26 3062 FL 360.26 JOIN FL 215 PCR @ 214 360.59 3064 MAG 360.77 FILL 0.18 @ 4.72 TC 216 CURB-POC 360.65 3065 MAG 360.82 FILL 0.17 @ 4.72 TC 6"CURB
217 CURB-TR 360.64 3066 MAG 360.86 FILL 0.22 @ 4.73 TC 6"CURB
260 POLE 360.61 3087 MAG 360.58 CUT -0.03 @ 9.00 FS 261 LINE 360.96 3088 MAG
218 CURB-FL 360.58 3067 MAG 360.31 CUT -0.27 @ 7.77 FL 0"CURB
220 LINE 360.82 3069 MAG
219 CURB-FL 360.53 3068 MAG 360.27 CUT -0.26 @ 7.80 FL 0"CURB
221 LINE 360.74 3070 MAG
222 CURB-TR 360.39 3071 MAG 360.62 FILL 0.23 @ 4.86 TC 6"CURB
223 CURB-POC 360.37 3072 MAG 360.57 FILL 0.20 @ 4.90 TC +/-8"CURB
213 JOIN PCR-INLET 360.53 3047 TC 360.53 JOIN TC +/-10 1/2"CURB FL 359.65 JOIN FL 06/13/2023 C3 43 of 190
SURVEY OF CURB RETURN INDEX BOBIER DRIVE - CIP 8304 CONST PAGE 1 OF 1 JOB NO. 201852.03 FILE LOC. I:\2018\52.03 BOBIER DRIVE - CIP 8304 CONST\DWG\ GS-02 PLAT SCALE: 1" = 5' _
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06/13/2023 C3 44 of 190
BOBIER DRIVE -CIP 8304 GS-03 PAGE 1 OF 1
Gold Coast Surveying, Inc. (760)758-7732(T) Stakes set: 12/06&09/2019 P.O. Box 1876 (760)758-7733(F) Stakes set by: BCB/NCW Vista, CA 92085-1876 [email protected] Computed by: BCB Checked by: NCW
CONTRACTORS ATTENTION:
GRADES ARE GIVEN FROM TOPS OF STAKES OR NAILS,IN FEET AND HUNDREDTHS OF A FOOT.THE CONTRACTORS SHALL OBSERVE THE FOLLOWING RULE IN USING THESE GRADE STAKES.THREE CONSECUTIVE POINTS ON THE SAME RATE OF GRADE OR ON A TANGENT ALIGNMENT MUST BE USED IN COMMON.IF THERE IS AN APPARENT ERROR OR LACK OF UNDERSTANDING AS TO WHAT
IS MEANT BY THE STAKING,THE CONTRACTOR SHALL REQUEST AN INTERPRETATION OF STAKING FROM THE SURVEYOR BEFORE DOING ANY WORK,OTHERWISE THIS OFFICE WILL NOT BE RESPONSIBLE FOR ANY ERROR IN THE FINISHED WORK.ANY LACK OF STAKES MUST BE REPORTED TO THE CITY OF VISTA 2 DAYS BEFORE THEY ARE REQUIRED.
A L L GRADE SHEETS ARE VOID AFTER 30 DAYS
NOTE : TC(TOP CURB), FL(FLOW LINE), TR(TOP RAMP), GB (GRADE BRAKE), TOE (TOE CURB),
FS (FINISH SURFACE), EG (EDGE GUTTER), EP(EDGE OF PAVEMENT) CALC STATION ELEV SET SET GRADE FILL/CUT O/S PT# PT# PT
225 JOIN INLET 361.94 3005 TC 361.94 JOIN TC JOIN +/-9"CURB 361.19 JOIN FL 262 POLE(PLAN LOC) 362.04 3079 SCR-X 361.92 CUT -0.12 @ 5.00 FS 263 POLE(PLAN LOC) 361.69 3080 MAG 361.92 FILL 0.23 @ 8.87 FS 227 CURB-TOP WING 361.68 3006 MAG 361.91 FILL 0.23 @ 6.00 TC 7 1/8"CURB
228 CURB-FL 361.57 3007 MAG 361.33 CUT -0.24 @ 6.00 FL 0"CURB
236 LINE-BACK WALK 361.33 3023 1X1 361.84 FILL 0.51 @ 3.00 FS 229 CURB-FL 361.51 3008 MAG 361.27 CUT -0.24 @ 6.00 FL 0"CURB
237 LINE-BACK WALK 361.41 3024 1X1 361.78 FILL 0.37 @ 3.00 FS 230 CURB-TOP WING 361.45 3009 MAG 361.69 FILL 0.24 @ 6.00 TC 6"CURB -ANGLE PT.
231 CURB-D'WAU 361.44 3010 MAG 361.24 CUT -0.20 @ 6.00 TC 1"CURB
232 CURB-D'WAU 361.29 3011 MAG 361.16 CUT -0.13 @ 4.00 TC 1"CURB
233 CURB-D'WAU 361.23 3012 MAG 361.08 CUT -0.15 @ 4.00 TC 1"CURB
234 CURB-TOP WING 361.23 3013 MAG 361.48 FILL 0.25 @ 4.00 TC 6"CURB
264 POLE(MOVED LOC) 361.18 3081 MAG 361.57 FILL 0.39 @ 11.63 FS 265 POLE(MOVED LOC) 361.37 3082 MAG
235 CURB-BEG TRAIN 361.15 3014 MAG 361.40 FILL 0.25 @ 4.00 TC 6"CURB
226 JOIN -INLET 361.30 3015 TC 361.30 JOIN TC +/-9"CURB 360.56 JOIN FL
266 POLE(MOVED LOC) 361.30 3083 SCR-X 361.45 FILL 0.15 @ 7.20 FS 267 POLE(MOVED LOC) 361.39 3084 SCR-X 361.45 FILL 0.06 @ 5.16 FS 06/13/2023 C3 45 of 190
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EXHIBIT C
PAGE 1 OF 3 PAGES
ANNEXATION RO 21-04
"MAR VISTA ISLAND REORGANIZATION"
PROPOSED ANNEXATION TO THE CITY OF VISTA WITH CONCURRENT
DETACHMENTS FROM THE BUENA SANITATION DISTRICT AND VISTA FIRE
PROTECTION DISTRICT AND RELATED SPHERE ACTIONS
GEOGRAPHIC DESCRIPTION
AREA C - DETACHMENT FROM THE BUENA SANITATION DISTRICT
A PORTION OF SECTION 31,TOWNSHIP 11 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND
MERIDIAN IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING ATTHE CENTER OF SAID SECTION 31 AS SHOWN ON PARCEL MAP NO. 19964 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 30, 2006 AS FILE NO. 2006- 0222583, BEING THE NORTHEASTERLY CORNER OF CITY OF VISTA"ANNEXATION—MIRAMAR DRIVE REORGANIZATION" ESTABLISHED BY RESOLUTION REF. No. RO05-25, ADOPTED SEPTEMBER 16, 2005; THENCE (1)ALONG THE NORTHERLY BOUNDARY OF SAID CITY OF VISTA"ANNEXATION — MIRAMAR DRIVE REORGANIZATION" AND SAID PARCEL MAP NO. 19964, SOUTH 89°46' 03" WEST, 182.15 FEET,TO THE NORTHEASTERLY CORNER OF "GAMBONI ANNEXATION "TO THE BUENA SANITATION DISTRICT ESTABLISHED BY RESOLUTION REF. No. DA01-16, ADOPTED FEBRUARY 03, 2003, BEING THE WESTERLY BOUNDARY OF SAID PARCEL MAP NO. 19964, BEING THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 270.00 FEET, A RADIAL LINE TO SAID POINT BEARS NORTH 58' 12' 24" EAST,ALSO BEING THE TRUE POINT OF BEGINNING; THENCE (2) SOUTHEASTERLY ALONG THE EASTERLY BOUNDARY OF SAID "GAMBONI ANNEXATION", BEING THE WESTERLY BOUNDARY OF SAID PARCEL MAP NO. 19964 AND SAID CURVE,THROUGH A CENTRAL ANGLE OF 15° 22' 13", AN ARC DISTANCE OF 72.43 FEET; THENCE (3) CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID "GAMBONI ANNEXATION", BEING THE WESTERLY BOUNDARY OF SAID PARCEL MAP 19964, SOUTH 06° 33' 57" WEST, 210.90 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 270.00 FEET, A RADIAL LINE TO SAID POINT BEARS SOUTH 60° 26' 43" EAST; THENCE (4) SOUTHWESTERLY CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID "GAMBONI ANNEXATION", BEING THE WESTERLY BOUNDARY OF SAID PARCEL MAP NO. 19964 AND SAID CURVE, THROUGH A CENTRAL ANGLE OF 03' 57' 29",AN ARC DISTANCE OF 18.65 FEET; THENCE (5) CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID "GAMBONI ANNEXATION", BEING THE WESTERLY BOUNDARY OF SAID PARCEL MAP NO. 19964, SOUTH 33° 30'46" WEST, 150.00 FEET TO THE BEGINNING OF ATANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 330.00 FEET; THENCE (6) SOUTHERLY CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID "GAMBONI ANNEXATION", BEING THE WESTERLY BOUNDARY OF SAID PARCEL MAP NO. 19964 AND SAID CURVE, THROUGH A CENTRAL ANGLE OF 45° 51' 19",AN ARC DISTANCE OF 264.11 FEET; 06/13/2023 C3 47 of 190
EXHIBIT C
PAGE 2 OF 3 PAGES
THENCE (7) CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID "GAMBONI ANNEXATION", BEING THE WESTERLY BOUNDARY OF SAID PARCEL MAP NO. 19964, SOUTH 12° 20' 33" EAST, 152.74 FEET TO THE BEGINNING OF ATANGENT CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 270.00 FEET; THENCE (8) SOUTHERLY CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID "GAMBONI ANNEXATION", BEING THE WESTERLY BOUNDARY OF SAID PARCEL MAP NO. 19964 AND SAID CURVE, THROUGH A CENTRAL ANGLE OF 07' 08' 02",AN ARC DISTANCE OF 33.62 FEET; THENCE (9) CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID "GAMBONI ANNEXATION", BEING THE WESTERLY BOUNDARY OF SAID PARCEL MAP NO. 19964, SOUTH 05° 12' 31" EAST, 123.93 FEET TO THE SOUTHEASTERLY CORNER OF SAID "GAMBONI ANNEXATION"AND MAP NO. 14461 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 22, 2003 AS FILE NO. 2003- 1027244,
THENCE (10)ALONG THE SOUTHERLY BOUNDARY OF SAID "GAMBONI ANNEXATION"," AND SAID MAP NO. 14461, SOUTH 89°45' 40" WEST, 2247.17 FEET TO THE SOUTHWESTERLY CORNER OF "GAMBONI ANNEXATION" AND SAID MAP NO. 14461,
THENCE (11)ALONG THE WESTERLY BOUNDARY OF SAID "GAMBONI ANNEXATION"AND SAID MAP NO. 14461, NORTH 00° 13' 57" WEST, 190.60 FEET,TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 2053.00 FEET, A RADIAL LINE TO SAID POINT BEARS SOUTH 31' 35' 02" EAST; THENCE (12) NORTHEASTERLY ALONG THE NORTHEASTERLY BOUNDARY OF SAID "GAMBONI ANNEXATION" AND SAID MAP NO. 14461 AND SAID CURVE,THROUGH A CENTRAL ANGLE OF 12° 13' 18", AN ARC DISTANCE OF 437.92 FEET;
THENCE (13) CONTINUING ALONG THE NORTHEASTERLY BOUNDARY OF SAID "GAMBONI ANNEXATION" AND SAID MAP NO. 14461, NORTH 46° 11'40" EAST, 752.09 FEET TO THE NORTHWESTERLY CORNER OF SAID "GAMBONI ANNEXATION" AND SAID MAP NO. 14461;
THENCE (14)ALONG THE NORTHERLY BOUNDARY OF SAID "GAMBONI ANNEXATION" AND SAID MAP NO. 14461, NORTH 89°46' 03" EAST, 301.16 FEET TO THE SOUTHWESTERLY CORNER OF "HILLCREST DRIVE ANNEXATION"TO THE BUENA SANITATION DISTRICT ESTABLISHED BY RESOLUTION REF. No.
DA05-26, ADOPTED SEPTEMBER 12, 2005;
THENCE (15)ALONG THE WESTERLY BOUNDARY OF SAID "HILLCREST DRIVE ANNEXATION" NORTH 00° 18' 13" WEST, 331.45 FEET TO THE NORTHWESTERLY CORNER OF SAID "HILLCREST DRIVE ANNEXATION";
THENCE (16)ALONG THE NORTHERLY BOUNDARY OF SAID "HILLCREST DRIVE ANNEXATION", NORTH 89° 44' 35" EAST, 713.76 FEET TO THE NORTHEASTERLY CORNER OF SAID "HILLCREST DRIVE ANNEXATION"; THENCE (17)ALONG THE EASTERLY BOUNDARY OF SAID "HILLCREST DRIVE ANNEXATION", SOUTH 00° 13' 53" EAST, 108.88 FEET;
06/13/2023 C3 48 of 190
EXHIBIT C
PAGE 3 OF 3 PAGES
THENCE (18) CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID "HILLCREST DRIVE ANNEXATION", SOUTH 45'48' 53" EAST, 102.07 FEET;
THENCE (19) CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID "HILLCREST DRIVE ANNEXATION", SOUTH 28' 20' 15" EAST, 171.68 FEET TO THE NORTHERLY BOUNDARY OF SAID "GAMBONI ANNEXATION" AND SAID MAP NO. 14461;
THENCE (20)ALONG SAID NORTHERLY BOUNDARY OF SAID "GAMBONI ANNEXATION" AND SAID MAP NO. 14461, NORTH 89°46' 03" EAST, 276.40 FEET TO THE TRUE POINT OF BEGINNING.
TOTAL COMPUTED ACREAGE CONTAINING 48.11 ACRES MORE OR LESS.
For assessment purposes only. This description of land is not a legal property description as defined in the Subdivision Map Act and may not be used as the basis for an offer for sale of the land described.
06/13/2023 C3 49 of 190
SCALE: 1"=1000' iiia EXHIBIT D
0 500 1000 2000 PAGE 1 OF 3 PAGES
25 30 30 29
36 31 Cyr B LOT 3 LOT 2 31 32
\FNq
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� � I
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LOT 5 le WAYV[E��`
HILL CREST q
MAP 2051 SUN CIit.
L 0 T I I AREA A
L 0 T 12 ��L, A�Fd LANAI
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LEGEND
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ASSESSORS PARCEL NUMBERS EXISTING CITY OF VISTA BOUNDARY 183-082-42 THRU 44
a 183-170-40 THRU 76 PROPOSED "MAR VISTA ISLAND REORGANIZATION ANNEXATION"
(EXISTING CITY OF VISTA BOUNDARY)
AREA C OF PROPOSED
A PORTION OF SEC. 31, T. 11 S., R. 3 W., BUENA SANITATION DISTRICT DETACHMENT S.B.M. AND A PORTION OF LOT 11 OF
RANCHO MAR VISTA, MAP NO. 2051 IN
THE COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA
LAFCO RESOLUTION NO. ACREAGE. DATE: SCALE.
RO 21-04 48.11 0111012022 1"=1000'
DISCLAIMER.• "MAR VISTA ISLAND REORGANIZATION" GOLD COAST SURVEYING, INC. "For assessment purposes only. This description of PROPOSED ANNEXATION TO THE CITY OF VISTA lM1H land is not a legal property description as defined in CONCURRENT DETACHMENTS FROM THE BUENA (760) 758-7732 FAX (CA 758-7733 the Subdivision Map Act and may not be used as the SANITATION DISTRICT AND VISTA FIRE PROTECTION P•0. BOX 1IC — VISTA . SUITE 1208
1878
basis for on offer for sale of the land described." DISTRICT AND RELATED SPHERE ACTIONS 1 S CIVIC CENTER DR. SUITE t.net VISTA, CA 92084 [email protected]
06/13/2023 C3 50 of 190
POINT OF BEGINNING EXHIBIT D
CENTER OF SEC. 31, AS
SHOWN AN PM 19964 PAGE 2 OF 3 PAGES
'ANNEXATION148-
TRUE POINT OF BEGINNINGRESOLUIIQN 175-53 "ANNEX4770N-MIRAMAR DRIVE REORGANIZATION" -53
DATED 1112411975 RESOLU77ON REF. IRO 05-25
o ADOPTED 0911612005
20596
APN M APN APN APN
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06/13/2023 C3 51 of 190
EXHIBIT D
PAGE 3 OF 3 PAGES
LINE f CURVE DATA
® BRG / A RAD LENGTH
1 S89 46'03"W 182.15' RADIAL DATA 2 1522'13" 270.00' 72.43' ® BEARING 3 S0633'57"W 210.90' A N58.12'24"E Rod. 4 03 5729" 270.00' 18.65'
5 S33'30'46"W 150.00' B N7334'37"E Rod. 6 45 51'19" 330.00' 264.11' C S60 26'43"E Rod. 7 S1220'33"E 152.74'
D S3135'02"E Rod.
8 07'08'02" 270.00' 33.62'
9 S05.12'31"E 123.93'
10 S8945'40"W 2247.17'
11 N00.13'57"W 190.60'
12 12.13'18" 2053.00' 437.92'
13 N46.11'40"E 752.09'
14 N89 46'03"E 301.16'
15 N00.18'13"W 331.45'
16 N89 4435"E 713.76'
17 S00'13'53"E 108.88'
18 S45 48'53"E 102.07'
19 S28 20'15"E 171.68'
20 N89 46'03"E 276.40'
06/13/2023 C3 52 of 190
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1 1
1 1 u
may, DETAIL 'C' o
BASIS OF BEARINGS
1 1 1 6�9 1 S -• THE BA515 OF BEARINGS FOR MIS SURVEI'IS A PORnON a THE CENIERUNE S/J I OF MAINTREET AS SHOWN AN MU 696.lE 0156:15'36T 9,0 ^
Zo 1 ESIABUSNEO BLARING TO 111E
SWM'EST HOLOING ME FOlAO SPIKE
.>' AT ME CENIERI,INE INTERSECTION OF ESFABU94ED 3O'RADW CURLE TANGENT I D 1 dTRUS A.AND.CAL PTUS Alf.• WM THE REARING 70 THE SOUTHEAST AT I H D SEE OE FAIL 8:AND rMGENF WIN THE FORA SPIKE,SEE 09AX'C' 1 1 ME 300'RADIUS CUPIf TO ME EAST � SURVEYORS STA DEMENT 1 I4o'1 Ao'1111 SE DETAIL 'CMY
DIR MAP CN COILF Y ANCr W A REQUIREMENTS
EM N BY ME OR UNDER IO
1 1 O ONECROV N CCIVFOPMNOY Wr7H ITIf REOU/REMENIS LT IIIE PROFESSIONAL 1 I� ID 1 R.30o.00' I.22g I o I 0
11 LAND SURWYOR S Acr A INE Rf0UE57 OU 7HE dTY OF NSTA FROM SZ{51 R=3o0.00'I=279.68'pU \ rn NO,fMBER(Y T012 THROUGH APRK Qr 7013 _ o c1
1 (M �(CALC MAP 2002) ` FUC\E I W N 5 eau¢C
1 1 �>bE DUi° CR 190g1 \�hr I I a BOVDE �? 1 — �R 18188
BRUCE C BOVDE,PLS 6144 DATE E"
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q�'k �� SEE DETAIL 'B'
SEE DETAIL� � 9'03•E 53,4.C PER RI) 2230 1 \ a 9b RO5
�010,16 o SEE DETAIL '0' I ) COUNTY SURVEYORS STATEMENT "'v7Bf0wr�I `�LbTHIS MAP HAS BEEN
}0/ I C., ROFESSI(NAL LAND SEIKNRWNYDRSACCT THISmi-H oAyOF JM.86_Y6 M20IJ. ,r 'T7S'\ 3�y I a WO
[R 26139 EUGA'y co 57 L'A'=' TO SPIKE PER ROs
A3• R�Spp 00 2230 00WN 0.4 hE�� I -CMRRENCE E CONNORS PIS 5099 ¢ xo�aso�ss -=,r5'1 6�Nis A I m COUNTY 5l/RWYO° C ali a TO PK NAIL&WASHER `
>
�b D CR 26139 DETAIL 'B'
N56'35'07"E--.��` SCALE:1'=I0' 112'PIN k.CAP LS 9 NJ6'JI JT•W —�}1 6— 4456 PER ROS 8417.PM A pAb 4W 20O'\ N54.0}•}6•E S A� 9786,MM 695 DON 0.25' 2 0 RECORDERS STATEMENT UCALYPIU SET MAC NNL&WXSWE I _
ER 1g786 F 4'IP Winl CONC NAIL S 6141 AT SURTACE a i F7LE No.p10 -DY2/96 38 1R PER CR 18766,CR 19082 I A FILED IH/5� OAY O� SD 19D8z DOWN O.4'NOT RAISED TO _—�201J Ar3__O'CLOd[, <f DETAIL V M.IN BODY OF RECORD OF SURIfY MAPS AT PACE Ar THE SURFACE REOUFSr OY BRUCE C BOND,
DETAIL 'A' scALE 1`20
SCALE:I'=1O' SCALE: 1'= 100 RECORD,ACCEPTED AS PI FEE_ILO-Q0 ERNEST J ORONENBURC.R.,COUNTY RECORDER VIGN/lY T7eoi By
OF
CURVE FOR
'Nor
NO SCALC 0 TO7 207 JLD 4m SCD RAISED TO SURFACE DEPUTY COUNTY RECORDER Gag cow swwnh©fill 3/2023 A 9759110-
CALIF. COORD. INDEX:374-1695(X)(CCS27)
-00'3z 30 039° SHEET 1 OF 4 SHEETS
—EPOCH:CA HPGN 1991.35 OFFICIAL MAP LEGEND is CF 0.999945203 OF A PORTION OF LOT B OF RANCHO VISTA,IN THE CITY OF VISTA IN 7HE L1O N OF$AN DIE 5TA lE y CALIFORNIA,3#' AT STATION V2 3 ACCORDING TO MAP THEREOF NO,1960,FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DECO COUNTY NOVEMBER FOUND MONUMENT AS NOTED 7N MONUIRNTA7fON SCHEDULE PER R39 22 N 16,1926.
ELEV®359.22 NGVD29 ®♦ FOUND N-10 STANDARD STREET MONUMENT AS NOTED IN A N DIEnONW,OF PHIWPS STREET RIGHT D BY MAP NO 7960 M'O A IN O W LOT 316 W MAP N0.I984,WANUD7660,m THE COUNTY W MONUMENTATION SCHEDULE 071 AL R AS AN EASEMENT BU RIGHT C WAY FOR PUBLIC CO NWY BY ME R RELEASED AND
1995 N BOCK 0 DI PAGE 4B W
OPIFOR RECORD$ANO ME ABUTTERS ACCESS E;B RIGHTS TO ESCOIO00 AVENUE AS ED A Y 1;19 RF AS DOC M m WE STATE W O SET COTTON GIN SPINDLE AND WASHER STAMPED L$8144 IN AC qP ASAWRNU,BY Ri AND MSECTI N 4 WE CIN W VISTA 8Y DOCUMENT RECORDED MAY i;Ip97 AS DOC NO T9B7-012587;ARE BEING a ABANOLWm PURSUANT m SECTION BB4Jl(pJ W THE SUBWNSKW MAP ACT. o (,.) RECORD DATA PER REFERENCE NO TO HEREON tie GUARANTEE FOR THIS OFFICIAL MAP FURNISHED BY CHICAGO TITLE INSURANCE R°d RADIAL BEARING S COMPANY ORDER N0, 73014497-USO ON OCTOBER 5,2009. TP IRON PIPE RESOLU77ON 2009-176 FOR FROM CALCULATED POSITION V2LL I RM RELINQUISHMENT MAP NO.271K STATE HIGHWAY MAP NO. Z93 1J V, /-PALA VISTA DR A RESOLUTION OF THE CITY COUNCIL W THE GIN W VISTA,CAMFAflWA AOOPDM AN OFFICIAL MAP OFptt OWED LAND LYING 617WEN AND RIGHT OF WAY MAP NO. 27339.1 YM ESCONDIDO AVENUE NORM COUNTY RANST DISTRICT RIGHT W WAY,PHILLIPS SREEE PN6LF5 WAY AIA M'ONVAY 78 MAUGVW PHILLIPS SIREF AND ABANDONING A PORTION W PHILLIPS SWEET$WIN W BE SPNNTER CONSBMMDOI ARDECT IN ME CITY OF MS ,HIGHWAY NONUMENTATfOR, MISG SURVEY N0, 586 LADD DE— VISTA,LWNtt W SAN DIEG0.STALEW CALIFORNIA.LDMA DR WIEREA;TIRE 7,BMSON J W ME GOVERNMENT CODE VINOV ES WE ON CDAWX TO DIRECT TIE ON ENGINEER TO HAVE AN LO RIGHT OF WAY MAP LO-27538 4 OFECIAL MAP PREPARED W PORBONS W THE CITY,'AND R7 MAP NO. 1960 kC7Q / WEREA;THE Dry W VISTA OWNS LAND IN FEE BETWEEN ESCOMM AVENUE MORiH COUNTY TRANSIT DISTRICT RKYIT W WAY, J PHILLIPS MET,PHWPS WAY AND HIGHWAY M AW R2 MAP NO. 1984 WHEREAS DIE ON ENGINEER HAS SEEN DIRECTED BY ptt COUNTA.TO AN OTICAL MAP PREPARED PURSUANT TOSAIO TIRE R3 PARCEL MAP NO. 13435 \ rPHIWPS BE 7,DIVISION 3,TO ESTABLISH THE REALIGNMENT OF ME CEIINRUfl£AND RIGHT W MY OF A PORWR W PHIUPS SREEi•AND MOO;UNDER IRE ORECTION OF DE ON ENaNEER,A MU)SRVEY WAS CONDUCTED AND AN 97=4 MAP PREPARED BY R4 RECORD OF SURVEY N0. 24M y� BRUCE C.BOVOE A LICENSED PRO OFEM AL LAND SURVEYOR,NUMBER 61M,ESIA6LISMG W REALIGNMENT OF L'ENTERUNE AND RIGHT R5 RECORD OF SURVEY M. 10194 Ay. W WAY PHILLIPS—1.AND
WHEREAS SAID—T.,MM ESTABLISHES AREAS DF LAND OWE tt D BY INC p OF WSTA IN FEE I=—WE REALIGNMENT W R6 RECORD OF SURVEY NO. 11387 p, PHIWPS STREET M RE EMICATED TO WE PURIJC FOR PUSTIC SIREETFVRW0.4[MID aV �R£STN �?/yy WH£REA$Salo(NTIGAL MAP EISTABLISHES AREAS W LAND OIMED BY LAPIN C B'GN91 NSIANCTW FEE LYNG AGUCENi m R7 RECORD W SURVEY W. 14023 MCONOIDO AVENUE TO RE DEDICATED TO THE PUBIC FEB PUBLIC SWEET PUAPOSM AND R8 RECORD OF SURVEY NO. 14757 WHEREAS SAID OFFICIAL MAP ESTABISHES PARCELS W LAND OWNED BY RE ON W WSTA IN FEE LING ADJACENT TO ME R9 RECORD OF SURVEY NO.20451 RFAUMMENT W PHIWPS STREET ONE WHICH IS TO SE GRAN-TO M ARI COUNTY WANST D151RTCT AM WCIN17Y MAP WHEREAS SND OTTCAL MAP ESTABLISHES ENS71W PUSUC STROOB RUiT UE OUTSOB W TE REALIGNMENT OF PNu1P5 SRf£T D1 GRANT DEED RED 121DIII959 AS DOC ND. 247215 IN BOOK 8019A NO SCALE MIR INTENT TO ABANDON PORT0.NS OF THIS STREET AND PAGE 361 0.R.
WHEREAS,SNO OPTICAL MAP ESTABLISHES AN AREA OF LAND OU9W THE REALIGNMENT W RMIIPS SR TO BE RESERVED AS 02 RELINOUfSFNENT W STATE HIGHWAY 6., PARCEL NEC 12ID4/190 i¢ ns� nee MONUMENT SON SA-1 AS F/P NO.215602 0.R.
BASIS OF BEARINGS NOW,THEREFORE,NE CITY CWNGL OF WE UN W VRTA GOES RESOLVE A$FOIDWS 03 DEED OF DEDICATION RED 03/14/1994 AS OW NO IM-0164217 0.R.
AND RE-RECORDED 10/16/19%AS DOC N0.1996-0524314 O.R.
THE BASH OF BEARINGS FOR THIS SURVEY f5 THE CALIFORNIA COORDINATE SYSTEM SECTION t. TNAi DIE ABOVE REGTAIIS ARE RUE AND CORRECT MIA)ARE INCORPORATED IIEPEIM. 84 ZONE S,AS DETERMINED LOCALLY BY THE LINE BETWEEN CITY OF VISTA MOTOR 2 THAT ME MAP,DOWELING OF FOUR(4))SHEETS ATTACHED HEEl01$APIROV£D AND ADOPT➢a$TE WFlGAL 0-3019 CITY OF VISTA STREET IMPROVEMENTS PLANS DRAWING NO. 3019 HORIZONTAL SURVEY CONTROL NETWORK,FIRST ORDER CONTROL STATIONS=56 AND MAP OF LAND LUNG BENM ESCO DIDO AVENUE,laffm COUMrr RANST DISTRICT RIGHT W WAY,PHIWPS STREFT,PRUJAS WAY AND V2063 AS SHOWN ON RECORD OF SURVEY NO.14023,I.E.,N 4470'4J'IS H1p1.Y 78 D-3441 CITY OF VISTA STREET IMPROVEMENTS PLANS DRAWING NO 3441 BUD
O BEARINGS A,OISTANCES FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT SECTOR J. SAID MAP IS APPROVED AND ADOPTED AS MDRICAL MAP 6 IRE REAUCMAE'NT W DE CRIMMINS AND RIGHT OF FI CENTERLINE TIE NOTES ON FILE AT THE CITY W VISTA BY IEACCO INC.
BE IN TERMS OF SAID SYSTEM WAY PHIWPS STREET. JOB NO 280-038, DATED 10/O1/1981 THE DISTANCES SHOW)HEREIN)ARE GRID DISTANCES WIDE ORA DISTANCES BY ISECTOV 4. SAID MM IS APPROVED MD MOPIED A$NNE o.4NpAL MAP SCWNC a FEND SURVEY CCNDIICim DY BNLW C TTTT ABUTTERS ACCESS RIGHTS DENIED BY THE STATE W CALIFODUA THE CW61NABON FACTOR 0.9999,15203 TO OBTAIN GROUND DISTANCES BENDS A LICENSED PACF£$SIDNAL LAND SURVEYM,,WAIBR BIB,SM'IMG THE REALIGNENT W BE LtN1FRLNE NC AUDIT W WAY W PHIWPS SWEET.
—ONE RE GN W HsrA HEreFIN DEwcAWs m THE WLax FTR ug M smEt s uRIRx DRawNacE aA sExER WD.s£ CITY ENGINEER'S STATEMENT AREAS SHORN AS FUBUC RIGHT OF WAY DEDICATED H M Ol RT$IIAP.
I HEREBY STATE THIS MAP WAS PREPARED UNDER DIRECTION OF AND NTH SECTION 6. THE CIN W VISTA HERUN ACCEPTS THE ESTAI&ISM@?W AREA B.FUWRE FUBIm BONT W WAY,TOM THE APPROVAL W DE CITY COUNCIL CF THE CRY W VISTA
MDIC TIED TO ME PIJSUC BY NORTH COUNTY TRANSIT DISTRICT FOR USE AS STNEEK D UIES,DRAINAGE AND SEVER AS SHOWN ON MIS CITY ATTORNEYS STATEMENT MAP
aR��WMT
SCBON 7. WE CITY W VISTA HEREBY ACCEPTS THE AND
C TO WENT OF mE CIN ON PARCELS SHOYN AS PARCEL A TO BE
GRAN1Ep TO NORTH COUNTY RMST DISTRICT AND PARCEL B MA m BE RETANFD By WCIN M SHOWN ON TICS ARP. LA WRENCE D.PIERCE,RICE NO 28173 OATS IAWxENCE o.R� APPROVED AND FORM iERtE
SECTION
R IFS SA W M$Tn 9 AS
DAN HS£RLE$THE ABANDONMENT FO W W ONDICN$W PNUA+S SlBEEi,021NG7E0 ptt ENGINEER P _ /O�8$/®9 AS ABANOOWMENT A ANO ABANDOYMENT B A$SHOW)NEIEOY.SUBJECT m WE FOLOWRG LtltA'DLWS FOP,03/31/10 _ DAROLD PlEPFR, GAZE N RESERVING FRON SAID STREET ABANDONMENT A PUBLIC UTILITY EASEMENT TODOHER"WE Rfi T m WNSR ,,WCWSIRUCT VNCIVII °CITY ATTORNEY OPERATE,MANTAIN RETRACE;AM REPAIR PUBIC UPUPCS NA APPURTENANCES)HUM OVER UNDER.AMOSS AND BIRO D N MOSS POFTONS DEIRIFATED AS ABANDONMENT A AND MANDONMEIT B,AS SHORN ON THIS MAP. OF [M SEDDON B. WE ON OF WSTA HEREBY A—THE ESOMMISMAENT W AREA A SO MOAAENT SIGN EAIENT,LDVO WINK PARCEL SURVEYORS STATEMENT A.IV RESERVED AS A MONUMENT SIGN EASEMENT MEN PARCEL A IS DINH TO➢E MAIN DDUN Y TRANSIT DISTRICT,AS SHOWN CITY CLERKS STATEMENT CH INS MAP 1 HEREBY STATE THAT THIS MAP CORRECTLY REPR M73 A SURVEY MADE BY ME SECTION IO WE CIN CLINK W THE CITY W VISTA IS HEREBY WOW m EA0.9SE ON TE FACE W SAND MAP.A COPY W OR UNDER MY DIRECTION IN CONFORMANCE OF DIVISION 3 OF THE GOVERNMENT I MARCI KILIAN,CITY CLERK OF THE CITY OF VISTA HEREBY STATE THAT THE FORGOING THIS RESOLUDON ATTESM BY WE O'FTCAL MAI.W DE ON OF WSTA CODE AT THE REQUEST W THE CITY OF VISTA FROM MARCH 2O07 TO MARCH 2O09CER .
THE VISTA ATE IS SIGNED BY A MAJORITY OF RE MEMBERS W THE CIN Cd1NOL CIN W PASSED AND ADOPTED BY ME CITY COUNGI.W WE ON W MIA.CALFORA N A REp1LAR MEETING THEREOF HUD DV THE 7J VI DAY ; /ems✓_- _/ THE
VISTA AND THE MAYOR AS PRESIDING OFFICER W SAAI BODY N W7NES5 IIEREOf, W OCTOSER,200E CJ I HA VE ERE NT0 SET MY HANG Ay¢ \ BTUCE C.BONDS PLS NO.6/44 DA O- iHiS AY OF_,.�CMR'Al.L ,2009. J EKP.03411,10 �c MA ACI UAN _ Ag{M BONOE
• M B.VANC;MA
CITY CL K Or 7HE Cm Or VISTA �\ RECORDERS STATEMENT op: MAYOR PAO PORE S FILE No.9OP2-OLOSV7F. 'rf CAl\f r ME SGNA'IUHES OF PHILLIPS AND HAMBAUGH REALTY AND COVSMUCDON CORPORATION ,� fl THIS a0"*DAY OF pCTOBPA- ,20M AT W,{�.•9 O'CLOCK, OWNERS W A BLANKET URUTY EASEMENT AS DISCLOSED BY DEW RECORDED SEPTEMBER FRANK LWEl,CQB L REMITS ,AID +CA FMBFR M.,IN BODK OF MISCELUNEfM15 DIMS AT PACE AT THE REQUEST' 20,,1932 IN BOON 188,PAGE 71 W OFFICIAL RECORDS W SAN DIEGO COUNTY HAYS OF THE CRY OF VISTA BEEN OMITTED UNDER ME PROVISION OF SECTION 66436,SUBSEC]ILW(N3xAV OF WORE SUED SAID MAP ACT,THEIR INTEREST IS D BY THAT OV CANNOT RIPEN INTO A FEE FEE'�Q.fEE_ REND L BUTIER� 'D 17E AND SAID SICNA NRES ARE NOT REQUIRED 8Y 7FE(bVERfWNC BODY � 1, OU COUNTY RECORDER
GOO COAST 5UR f13/2023 C3 APN 179-.310-a5 56 of 190 09-°°�' ,AV 20LT777.00
CALF. COORD. INDEX 37D-}695
MSCELLANEOUS MAP NO 000, 00 Z
SHE_T 2 OF 4 SHEETS
° 80 "° 24O SCALE: 1"=60'
PROCEDURE OF SURVEY
EPOCH21CA PGN 1997.35 CENTERLINE ESCONDIDO AVENUE AND •o
0,99994-5203
ATF! 35�STATION V2063 HIGHWAY 78 RIGHT OF WAY
R PER 2 /
ELOS 1 2 E NGVG29
Gifu 12 Q )
,2.43; 71
43 R '�� N�k�' S LiN Of f NO'M N 50N, 96 Re) ( ( 387.Zll �fp C �5�)")R�)g970g4� 203" \�� ^•y/�5�j1 N ti0'49'J5'E 687.93'( _ - \ [(L L 208.54) L-20&5J' R<tOBp, / J00.72(N 5073�R5)- Q Z3�1 0ENS) .Aa
\ .n. (.,�%��' 9N;�9`'1'i (N 472B�.ERM) `A 1E ��'.\ w�3i Ee O OVEN co 6.260. ( E 324.63 R8) NO 2 \ wp4 / �.�i0 i E �. p 4.� E 47'23?zE 124.14 NOTE 2 141.3E .-. rt 5 2165,8 ^S \ %oip° 0Ny�rN� ///H 47.21 JO ryOTE 2 h h 071335 /7 / N 0 V J C� i M 21y24. 1�6� 183.22' ,W RM NOIr 2 h�hr.Sk, N-Irlre-� /0 / N 0370'ST E S$Tz„/ t 0 43' B ARIN 42'N 42E 1RM) 155 [V°.'� 2� L<i00. E J © 57.85'-7/E LINE N 4'Q'" OI. i. c E215.1N9 7E2 (N '" 2 )/ for Sp,SiS
\ {N 4747i8�06 NO tE 0 [Jr`
NOTES N 177.13 F 2855 NO
V 8 2 fi� l�78 d=O55J'15" 17712'
NONE•EEO%' E T R=1000.00' ,�// ` 293 N01E 6 �- SCONDID (V/ ��$+S N}5i2i�N 35NOtE'i 3 2 RM)
8=iC2.76_ 5"JATE L LON.ti AY r�NP 42'41'S4•W g9.00 NOVA 7� E _ 3 / 50" I 50
^o 15 g1'W 4i2M15'a{E t113z ) NOTE 2 E 203.90' olF? \ A=94D571'
Co N 4�AE PEN Rm951. N 4T18'O-N 47R730 C RM) 19o0 Zoi ZD Cj Np;E 4 `�NO E¢OILDjpO NOTE 2 ) L=67.aY (N 47'17'3s'E- MAP GY. (N W1'36' WRN
z N 00'4176'W JO51'
(N 4436'3Y W 13.80'Md) •�' Q RAY) �j ,9��13`b / ILLiPs IRAs wN
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'�V CITY Of NSTn Q� �� ZD•i L OFF SET LK IS PEIMOCIALAR TO IHE CALCULATED CENTERUNE AS SHORN ON STALE HIGHWAY MAP NO III(RM) 2 NEED RECORD DISTMTFS PER STAT HIGHWAY MAP N0.293(RAH) E 6,258,6Di.356 NN�a'w�
4, i 3 REND RECORD ANGLE PER PER STATE HIGHWAY MAP NO 293(RM)
MONUMENT SCHEDULE
POINT DESCRIPTION _/ I I 4.Off C07ERUNE Cl STATE ROUTE 76 WAS ESTABUSHED HOLDING RIE RECORD DISTANCES FROM MONUMENT®(FP 41204 RV)d®(FP 4-RRL IRE BNFRSECRON 2'ALLNINUV CAP ON 518'REBAR"GP$2056'PER R7,RB,R9 OF STATE ROUE 78 AND C5TXA MO AVENUE WAS ESTABUSN PRORATING THE DISTANCES AS SHOWN ON STATE HIGHWAY MAP HO 293(RF) 2 D.NA It&WASHER PFR F7,R6(BOLT&WASfER PER R7,R9)AT EC 5 THE CFNTERIAYE OF ESMODO AVENUE WAS ESTABLISHED HOLDING CITY O"VISTA CONTROL MONUMENT 2064 Q4 FROM RECORD OF SORWI'NO 14023(R7),SNOWN 3 D.NAIL A WASHER PER F7,ITS,R6 AT CENTERLINE INTERSECTION AS N 201452479,f 62595]].41 LW STATE HK,HWAY NO N0.293(RN).)TEN USING THE CENIERIWE DATA FROM STATE R MSAY NO NO 293(TNQ AND ROTATING THE 4 D.MAIL A WASHER PER Fl,RE R6(SPIKE&WASHER PER R7,R8)AT BL;REPL.IFFD WITH M-10 STANDARD STREET WELL M WAfT WITH DISC"LS 692E 12064 RESET'PER R9 AS R 2014 10 RE PRORATED 1 ON STATE LOCATION(NOTE 4).
S 2;,42'DISC IN TOP CURB"NCTO GP43.1 ROD 27648 CONTROL PoIM'PER ROS 16709 b 2 I/2"DISC IN TOP COD"NCTD CP43 RCE 27648 CONTROL POINT'PER hffi 1670A BESIROYED BY NNSTRUCTTON &HELD HIES PERPENDICULAR TO THE CENTERLINE 7 PK NAIL.PER RA REPLACED WITH PIT HALL&WASHER LS 5922 PER R9 8 1'IP&DISC'OIV OF HYYS'PER RM PER RS RM, R8 1.LTD CURVE DATA CI PER RIGHT OF WAY MAP LO-27539(ED)AND 1UGHWAY MONIIMENTATON MAP,MISC SURVEY 06(WS1 WAS USED TO ESTABLISH END OF COTE 9 1°IP&DIED"OTV OF HWYS"
TO 2"IF,A DISC'LS 2D96'PER R31 ROS 18199. 8 THE ROHT OF WAY FOR LOT 8 ALONG LA00 DE LOMA WAS ESTABUSHED HOLOINC THE EASTERLY CORNER OF SEGMENT W.2 AS SON CHI STATE NBOHM'AY MAP NO. 11 M-10 STANDARD STREET WELL MONUMENT WITH DISC"LS 6788"PER RO AT 293(lN),RWN USING 1HE RCNi CR WAY DATA SHOWN ON DIGIT Qi WAY MAP LO-275J9(LO)AND IN GRANT DEED REC.1210111M M BOOM MA PACE OUT OR(01) 12 SPIKE A WASHER'LS 6788'PER R8 AT EC TffM ROTATING W RIGHT OF WAY DATA TO THE WSTERLY OMER O'SAID LOT B. 13 SPIKE&WASHER'LS 6788"PER R8 AT CENTERLINE INTERSECTION 14 1"IP A DISC'DIV HWY$'PER HIS 9 FORMER CENIERLNE INTERSECTION OF ESCONDIDO AVE AND PNWPS STREET AT STATION 18400 AS SHOW ON RECORD OF SURVEY Ra 14737(R8),CITY OF VISTA 2"1P, OPEN,PER RI.R2 R3,R4 SHEET DpROVEUENT PLANS DRAWWIG N0.3441 AND CITY OFNSTA STREET IMPROVEMENT PUNS DRAWING NO.3079 WAS ESTAOU90 HOLM THE RECORD GRID 16 3/4°IP A OPEN(DISK LS 1162 PER R3,R4),NOT ACWIM S 31'48"V"E O S9'FCP 1W TANCE 152,n'(15272'GROUND PER R8)FROM THE FOUND PK HAS.(D AT STAmw 164E a 17 2"IP, OPEN(DISK LS 2896 PER R3),NOT ACCEPTED
IB 3/4"IF&DISC ILLEGIBLE(DISK LS 1162 PER R3,R4),NOT ACCEPTED,S 33'35'01'E&Of FCP a THE NOR7H COUNTY TRANST DISTRICT(ROOD.)RIGHT OF WAY THAT IS SHOW HEREON IS BASED ON SURVEY V FOWRON PROVAED BY AGUIRRE AND ASSOCIATES CN 19 2'IF&DISC LS 28"PER R3,NOT ACCEPTED 101 157 2 0 0 7.THIS SURKY INFORMATION WAS LIMITED TO THE REUTVE LOCATION OF FOUND SURVEY'MONUMENTS IN IRS VICINITY OF ESCONDIDO AVENUE LED TO RECORD 20 2'IP, OPEN PER Rl,R2,R3,R4 O°SURVEY NO 15709 CONTROL INS INFORMATION WAS TIED TO THIS SURVEY USNG FIRST ORDER CON7R'k MONUMENTS 0'+43®AND GP431 0 FROM RECORD OF 21 2'IP, OPEN, PER RI,R2,R3 R4, USED FOR LINE OE Y,N 77'59'50"E FCP SOIEY NO 16709.NO MONUMENTS MERE FOUND O THIS AREA ALONG THE N.G T.O.RIGHT OF WAY AND TE ORIONAL TRACTS HALE B60N REMOVED.THIS SURVEY ONLY 22 5A'PIN PER RI,R2,R3,DOWN I.3',AT BC-COTTON GIN SPINDLE&WASHER LS 6922 PER R9 RES AMID A SMALL PORTION OF ME N.C.T.D.TIGHT OF WAY LAWNG NTNN THE COCA TED PORTION LY ESCONDIDO AVENUE A MORE EXIEN9K SURVEY OF TE N.O.TO, 23 5/8"PIN PER 01,R2,R3,DOWN 1,5'-COTTON CIN SPINDLE&WASHR LS 6922 PER RA N 10'06'44'W a 11'FROM 5A'PIN RUNT OF WAY COULD CHANGE ITS POSITION A SMALL AMOUNT. 24 5A'PIN PER III,R2,USED FOR LINE ONLY,S 10'24'37"E D 08,FOP,!&PLACED WITH LEAD&DISC LS 6922 PER R9 25 314 IP, O°EH NO RECORD NOT ACCEPTED,N 61'22'19'W O 30'FCP,DESTROYED BY CONSTRUCTION 2H 314'!P. OPER,NO RECORD, NOT ACCEPTED,S 4I'30'55'W 0.81'FOR.AMACED WITH 3/4"IP&PLUG LS 6922 PER R9 GOLD COAST SURW"NB, APN 179-310-35 57 O L.D.: 09-0021 JN 200711.00
CAt)F. COORD. INDEX 370-16s.5
W%ELL4NEOUS MAP .INTO ODDD07S 7
PROCEDURE OF SURVEY ° 50 68 90 Ito 150 SHEET 3 OF 4 SHEETS
00'32'30.039" SCALE,' 1=,70'
EPOCH:CA 203 i991.35
CF=0.999945203
AT 5,ROS M2063 11 FEE OWNERSHIP .�
PER ROS 14023 M1} E� i�
GLEN=359,22 NGVD29 O ! Oig15,y�• DETAIL B / f 1'•'�R�' 5�i E E 92`>Q (�l 7y a A 4�0 'I p / /. C'L ��" " A/L A 51'� 4rT a a M1 o}l o}l o'a'➢a y
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CAIJF. COORD. INDEX 370-1695
GOLD COAST SURVEYING , INC .
APPENDIX A
PROFESSIONAL RESUMES
BRUCE BONDE, PLS, VICE PRESIDENT
PROFESSIONAL REGISTRATION:
California PLS. No. 6144
SURVEYING QUALIFICATIONS:
From 2007 to present Mr. Bonde has been the Vice President of Gold Coast Surveying, Inc.,in its present Vista location.
Mr.Bonde has extensive experience with: engineering design surveys,construction surveys, topographic surveys,ALTA and boundary surveys,and the County of San Diego map processing procedures and requirements. He also has extensive experience with: (street,pad,water,sewer, and storm drain) construction staking,property descriptions and record map analysis,as well as survey control analysis,boundary analysis,and final survey monumentation.
He has over 38 years of experience with: map and deed research,description writing and interpretation,cadastral ties and parcel boundary analysis,plotting and drafting on existing freeway right-of-way,transmission line,and railroad right-of-way documents; as well as preparing dozens of Corner Records and Records of Surveys with the County of San Diego.
Mr. Bonde has implemented Qa-Qc procedures thru-out all of his surveying work and the work of others he is overseeing.
SPECIALTY QUALIFICATIONS:
Mr. Bonde is an expert and specializes in the use of AutoCAD Civil 3d and Eagle Point CAD software:
including the "field to finish processing" and field operation of electronic Total Stations and GNSS/GPS.
Mr. Bonde obtained hydrographic survey field experience while working for Los Angeles Water and Power, after he graduated with a degree in Surveying and Photogrammetry from California State University at Fresno.
Mr. Bonde has provided Litigation Support regarding land surveying, As-built, and construction staking issues,as well as being called on as an expert witness in court EXPERIENCE:
1985 to present in private practice as an employee of Gold Coast Surveying,Inc. 1994 to 1995 in private practice as an employee of Fraser Engineering,Inc. 2020 to 2022 in private practice as an employee of Coffman Land Consulting,Inc. 1984 Los Angeles Water and Power
EDUCATION:
B.S.Degree Surveying and Photogrammetry,
California State University,Fresno, CA
MEMBERSHIPS IN PROFESSIONAL ORGANIZATIONS:
California Land Surveyors Association
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GOLD COAS" SURVEYING , INC .
CHARLES N. WILLESS. PLS, PRESIDENT
PROFESSIONAL REGISTRATION:
California PLS. No. 3654
SURVEYING QUALIFICATIONS:
From 1983 to present Mr. Willess has operated Gold Coast Surveying, Inc., in its present Vista location.
Mr.Willess joined the private sector in 1962, and has since been in responsible charge of surveying and mapping for a wide selection of land development projects throughout southern California.
From 1962-1978, (as a principal partner of Weacco, Inc.), and also from 1978-1983, (as a principal partner of Arian & Willess, Inc.), he has managed and directly supervised: engineering support services, construction staking, land surveying, and mapping for more than a dozen public municipalities and hundreds of private projects.
Mr. Willess began his surveying career in 1953 in the public sector where he began to acquire his 50+ years of extensive experience with: supervising engineering design surveys, establishing control for large aerial mapping projects, and construction staking city streets, as well as major highways throughout Southern California.
SPECIALTY QUALIFICATIONS:
Mr. Willess has been called as an EXPERT WITNESS in court (and arbitration) regarding land surveying, As-Built, and construction staking issues. He has also served at the pleasure of the California State Board of Registration for Professional Engineers and Land Surveyors as an EXAMINER for the Professional Land Surveyors Licensing Exam.
Mr. Willess provided contract CONSTRUCTION INSPECTION services on various public works projects for the City of Pico Rivera from 1962-1969.
EXPERIENCE:
1983 to present,President, Gold Coast Surveying, Inc.
1962 to present,in private practice
1953 to 1962,Los Angeles County Road Department
EDUCATION:
East Los Angeles Community College, Land Surveying classes APWA (American Public Works Association), Construction Inspection Courses MEMBERSHIPS IN PROFESSIONAL ORGANIZATIONS:
California Land Surveyors Association, CLSA San Diego chapter representative state board director National Society of Professional Surveyors
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GOLD COAST SURVEYING , INC .
NICHOLAS C. WILLESS
SURVEYING QUALIFICATIONS:
Mr.Willess has over 18 years' experience as a field surveyor during that time he has developed a thorough understanding of survey means and methods in this daily practice. He has local knowledge of the related field survey requirements of the City of Vista. Mr.Willess is proficient with the field procedures and operation of Electronic Robotic Total Stations and GNSS/GPS systems by using state of the art versions of advanced data collection field software.
Mr.Willess has field experience with the following types of surveying projects:ALTA surveys,aerial surveys,as-built surveys,boundary surveys,land division,utility expansion, engineering design surveys,legal surveys,lot surveys,topographic surveys,and construction staking,Monument Perpetuation,Preliminary Surveys, Initial site assessments,Right-of-way mapping&assessment for acquisition, Field Locate and Plot existing Septic Systems. Mr.Willes has implemented Qa-Qc procedures thru-out field to finish survey data processing.
Mr.Willess has over 18 years' experience as a CAD Operator on various mapping projects including:ALTA drafting,aerial maps Qa-Qc, construction details,improvement As-Built,Plats for Descriptions,Legal exhibits, Calculate Tract Maps, Prepare Parcel Maps,topographic maps, Corner Records,and Records of Survey.
In Both the Field and the Office as the primary Party Chief and Survey Field Technician for GCSI, Mr.Willess takes on many responsibilities through all phases of a project's development and completion.Mr.Willess has a work history of safely managing and executing the day to day survey operations,as well as planning,scheduling and budgeting for the future. Mr.Willess has a history of maintaining harmonious client relationships with City Staff and further developing public relations with his outreach to the private property owners he encounters during the performance of his duties.
Mr.Willess has excelled at working closely, in a fast paced and dynamic environment with a large project team,both local and remote,utilizing technology to achieve project goals that both meet and exceed client's expectations.
SPECIALTY QUALIFICATIONS:
Mr.Willess is proficient with AutoCAD Civil 3d and Eagle Point CAD software including "Field to finish processing"and field operation of electronic Total Stations and GNSS/GPS.
EXPERIENCE:
2005 to present,in private practice as an employee of Gold Coast Surveying,Inc.
EDUCATION:
2 1/2 years Jr.College (Mira Costa and Palomar), Computer Aided Drafting CAD Palomar College- Certificate in Microsoft Office Suite
Fallbrook Union High School- 1999-2002
CHSPE- High school Graduate thru CHSPE
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GOLD COAST SURVEYING , INC .
CHASE R. WILLESS
SURVEYING QUALIFICATIONS:
Mr.Willess has over 10 years' experience as a field surveyors'assistant,and has local knowledge of the related field survey requirements of the City of Vista. He is knowledgeable about the field operation of Robotic Total Stations and GNSS/GPS systems and has field experience with the following types of surveying projects:ALTA surveys,aerial surveys,as-built surveys,boundary surveys,engineering design surveys,legal surveys,lot surveys,topographic surveys,and construction staking.
Mr.Willess has over 10 years' experience as an office researcher on various mapping projects including:Aerial maps,construction details,improvement As-Built,legal exhibits, Parcel Maps, Tract Maps,topographic maps, Corner Records,and Records of Survey.
SPECIALTY QUALIFICATIONS:
Mr.Willess is proficient at gathering research information for survey projects,also knowledgeable about field operation of Robotic Total Stations and GNSS/GPS.
EXPERIENCE:
2013 to present,in private practice as an employee of Gold Coast Surveying, Inc.
EDUCATION:
Palomar College- 2008- 2010
Fallbrook Union High School- 2003-2007
AS NEEDED SUPPORT STAFF
MICHAEL MIEDEMA, PLS # 8421 - SURVEY PARTY CHIEF &OFFICE SUPPORT JONATHAN K. BLAKE- SURVEY PARTY CHIEF &OFFICE SUPPORT
MIKE G. DODD - SURVEY PARTY CHIEF &FIELD SUPPORT
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AE'IOTECH MAPPING APPENDIX B
AeroTech Mapping, Inc. —ATM (Photogrammetric Sub Consultant) AeroTech Mapping (ATM) has been supplying high-quality C°iT ATM Senices geospatial solutions, services, and support for the A/E/C A erial Photography A cquisiti on industry since 2002. We've completed projects across the Photogrammetric Mapping United States and abroad using the latest technology and Y, Digital Orthophotography resources, combined with a highly educated and experienced V, Lidar Data Collection/Processing staff. Our mission is to provide our clients with the highest p oiumetric C aiculations quality geospatial products and services. ,r B athymetnc Surveying We specialize in large-scale, design-level photogrammetry for various sectors within the A/E/C industry, including aviation, ATM Advantages transportation, energy, commercial development, mining, V/ Minority Business Enterprise (MBE) and public works, and water/wastewater, to name a few. We own and operate our aircraft, allowing us to meet our clients' Disadvantage Business Enterprise (DBE} schedules without being at the mercy of other sub-consultants. Proven expertise and knowledge for strong project planrring project management and
Our mapping is done under the direct supervision of an ex ecutian of final deliverables.
ASPRS Certified Photogrammetrist (CP). We've invested in V, ATM owns, operates and maintains its own the latest equipment and technology to meet our clients' aircrafts. challenging demands. At ATM, we take great pride in our ,r ATM owns and operates the Vexcel Falcon work, all done by the great people we employ. Prime Mark II Digital Camera System and Teledyne Optec GalaxyLiDAR Sensor
We are a certified DBE firm specializing in large-scale, design- r A urge saf'tcopyphotogrammetric operation level photogrammetry for sectors including transportation, aviation, energy, commercial development, mining, public with excess capacity to meet client works, and water/wastewater. Having completed over 12,000 schedules. projects throughout the West Coast, we bring valuable experience to aerial mapping and survey services.
Over the years, we have developed a strong working relationship with GCSI through prior project experience in California. This, paired with ATM's extensive knowledge of the City of Vista's requirements and experience performing similar work on previous projects, ensures that the City has a highly qualified team to provide aerial imagery and mapping services.
ATM — Proiect Team Staff
Protect Manager: Eric Phan, CP, PLS
Eric Phan is a multi-talented Photogrammetrist, Surveyor, and ATM's Las Vegas office General Manager.
With over 20 years of experience in the photogrammetric industry Eric brings a wealth of knowledge to the ATM team. Besides having degrees in Engineering and Surveying Eric is an ASPRS Certified Photogrammetrist (CP); licensed Land Surveyor in Arizona, Nevada, and New Mexico; and ATM's UAV expert. He is also responsible for project estimates, project proposals, flight planning and coordination of land survey and air photo activities to ensure a smooth transition from Notice to Proceed to final delivery of required products and services.
Relevant Experience: Mr. Phan was directly involved with many recent projects for GCSI. _ , 4 r
2 1 W- 1
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APPENDIX C
AIRX Utility Surveyors Inc. - AIRX (Utility location Sub-Consultant.
Geophysical surveys & "soft Dig" potholing
About AirX Utility Surveyors, Inc.
AirX is a licensed,woman-owned company with decades of experience in the Subsurface Utility Engineering industry.We are one of the first potholing companies in California,and are proud to offer accurate and custom solutions to meet our client's needs.
Our Story
AirX Utility Surveyors was founded in 1999 as a subset
of a small,local engineering firm.In 2003, Mr. Ivan Fox, PE.,and his partners Gordon McElroy,PLS.,and Janet
McElroy Incorporated AirX making it a separate entity. " Although Subsurface Utility Engineering"SUE" services
were well known on the East Coast,this technology was
relatively new to the West Coast and helped
revolutionize construction in California.
As a pioneer in the industry,AirX has proudly provided - SUE services in California for over 23 years —including utility locating,potholing, CCTV inspections,street repairs and traffic control.We combine several strategies to provide accurate depictions of the subsurface to eliminate unknown factors and ensure project success.The presidency of AirX passed to Gail McMorran over 12 years ago,and she became the leading force in AirX's growth. Her background in heavy equipment,civil construction,and accounting made her the perfect fit to lead the company.Under her leadership AirX completed 10,000+successful projects.
Over this time AirX developed solid relationships with
prime contractors,engineering firms,municipalities,
' cities,counties,airports,and water districts throughout California-which,in turn,helped us to give our clients
unmatched service through our experience. Gail retired
in 2023 and passed the torch to Jenn Harris who now
commands the company.Under her leadership AirX is
_. poised to achieve even greater heights in the coming years.
Meet the Team
Meet the team behind AirX Utility Surveyors
0 Jenn Harris t SteveTueting
President&CEO p . VPofRefd Operations&Co-owner Jenn and her experienced supportteam bringfresh and Stephen Tueting graduated from the University of innovative ideas.With an experience background in Minnesota with a BB in Geophysics,Geological Engineering business development,marketing and change and Civil Engineering.He has been a valued member of the management they plan to build upon the solid basis company since its inception and his 23 years of utility already established and lead AirXto the next level. locating expertise has proven invaluable in multiple fields.
He holds a technical support role in addition to his many other duties.
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APPENDIX D
Clark Land Resources, Inc. - CLR (Utility Specialist Sub-Consultant) Key Personnel Experience
- Steve Fox, SR/WA- Principal in Charge EDUCATION Steve has 18 years of experience in the right of way industry Bachelor of Arts,Psychology,Minor in and has performed right of way services throughout San Diego Spanish,Southern Utah University County since 2004. He has overseen many projects throughout the Western United States some these clients include Caltrans CERTIFICATIONS Senior Right of Way Agent(SR/WA),
-District 11,San Diego Community College District,Cities of International Right of Way National City, Lemon Grove, Poway and Escondido, and the Association(IRWA) San Diego Housing Commission.Steve's experience includes directly managing and providing advisory support for a broad range of projects, California Real Estate Salesperson, from energy to transportation.Throughout his right of way career, he has No.01855686,Expires:111012025 remained involved in projects throughout the county, most recently serving as Land Services Program Manager for SDG&E's Strategic Undergrounding initiative,and Advisor for Olivenhain Municipal Water's search for a location for their proposed desalination plant.
David Hudson
Project Manager EDUCATION
- ' David Hudson has over 20 years of experience in the right of Bachelor of Arts,Spanish,University way industry. He has extensive experience in organizing of Oregon business operations,financial oversight,and resource CERTIFICATIONS management to achieve smooth project operation. He is a California Real Estate Salesperson, leader who is great at identifying problems and providing No.01712971,Expires:312712024 targeted solutions. David is knowledgeable in accounting principles, budget California Notary,No.2426313, forecasting,and financial management. His Senior Right of Way experience Expires:1111312026 includes maintaining responsibility for project oversight, relocation services,and real property transactions in capital improvement projects nationwide. David is bilingual and his ability to speak Spanish has been an asset for negotiations and relocations.
Firm Information Clark Land is managed by Linda Clark, RWP and Fred Clark, Sr., SR/WA.
Legal name and address of Clark Land Resources,Inc.
company PO Box 4129
Oceanside,CA 92052
Name and address of principal 9150 Chesapeake Drive,Ste. 190,San Diego, CA 92123 place of business
Address(es)of office(s)located in Operations Office:9150 Chesapeake Drive,Ste. 190,San Diego, CA 92123.
San Diego County Mailing Address: PO Box 4129,Oceanside, CA 92052 Sue Cope, Principal in Charge, Executive Manager of
Name,title,address,telephone Administration/Corporate Secretary number and email address of PO Box 4129
person to contact concerning the Oceanside,CA 92052
Proposal Phone: 760-758-1562
Email:[email protected]
• Small Local Business Enterprise(SLBE); 14CL1365;City of San Diego • Women Business Enterprise(WBE); 13010154; California Public Utilities Commission (CPUC)
• Small Business(SB); 2007894;State of California Department of Certifications General Services
• Small Business Enterprise(SBE); Metro File#8918; Los Angeles County Metropolitan Transportation Authority(LA Metro)
• DIR Public Works Contractor; 1000033771;California Department of Industrial Relations
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xCS !E51 A MULTIFACETED GEOSPATIAL FIRM
A GEOSPATIAL FIRM
EMPLOYEE OWNED SINCE 2020
WHO WE ARE
Our expertise in the top four services our industry requires to be successful — Land Survey, GIS, LiDAR and Utility Locating for both national and international clients - sets GIS Surveyors, Inc. :. (GSi) apart from other geospatial firms. This allows us to streamline projects in the most efficient way. Our employee- owned firm attracts the expertise to seamlessly deliver the most innovative geospatial services to our clients.
GIS SERVICES
• Digitizing • PLS-CADD/LiDAR Conversion
rM .�.• Spatial Analysis • Data Migration ''" • 2D/3D GIS Modeling • Needs Assessment - - • Geodatabase Design/Creation • Program Development • Data Conversion • Web-Based GIS Mapping
• FME/ETL Process Workflows • Programming
LAND SURVEYING
• Geodetic Control • Topographic Surveys
i • UAV/UAS Mapping • CAD Automation and Consulting • Boundary Surveys • Right of Way Engineering
• ALTA Surveys • Utility Research & Mapping
Department of • Relations #1000773122 • As-Built Surveys • Exhibit Maps • Legal Descriptions • High Definition Scanning DUNS #07-911-82641 Cage Code #77CD4
NAICS #541370
UTILITY LOCATING SERVICES
CERTIFICATIONS • Subgrade Utility Locating • Utility Conflict Mapping Disabled " " - - • - and • Ground Penetrating Radar • S.U.E. Engineering Support Small Business for Public • =-PW) - California • CCTV Inspections • Drone Inspections Department of - - - Services #1753051 811 Mark-out QA/QC • As-built QA/QC • Pothole Surveys • Utility Records Research Service Disabled Veteran Owned Small Business LiDAR
Small Local Business Enterprise (SLBE) - City of San • Acquisition: Airborne, Mobile, Terrestrial • PLS-CADD Modeling Diego #17GS1437 • Feature Classification and Extraction • Vegetation Analysis • Ortho Rectification and Stereo Imagery • Terrain Modeling California • • • Supplier • Wetland Delineation/Shoreline Mapping • Hydrologic Modeling Clearinghouse • Hyperspectral Imagery Analysis • Change Detection SELECT CLIENTS • Building Information Modeling • Planimetric Mapping Southern California • •
Dept of - Resources DISABLED VETERANe�an
e CA Dept of General Services (P
CA • Speed D• - IIv ti Rail
D B E
9 Cordoba Corporation
NAVFAC * Barnard Construction BUSINESS ENTERPRISE * ■
SERVICE-DISABLED VETERAN OWNED BUSINESS
- - 1: 12120 Tech Center Drive, Suite D, Poway, CA 92064 1858.679.1732 1 www.gissurveyors.com I [email protected] 06/13/2023 C3 67 of 190
APPENDIX F
COFFMAN LAND ,/' Statement of Qualifications
To whom it may concern,
Coffman Land was created to provide exemplary support for engineering, construction, litigation and property boundary matters. I have built our reputation based on solid experience and backed by a professional systematic approach to each and every project scope. The combination of innovation, tradition and effective communication while ensuring efficient and on- time performance has proven to be successful for my past projects and clients.
As a certified Disabled Veteran Owned Business Enterprise, I will strive to put client satisfaction and product quality at the highest priorities. Our team's energy and passion for a well-executed project is what makes the day to day delivery of data and facts enjoyable and the desire to come back the following morning.
Coffman Land has a track record of successfully delivering top-quality performance on schedule, within budget and tailored to the individual needs of the client. Our clients include governmental agencies, utility districts and a great number of private sector developers throughout Southern California. We have completed & delivered hundreds of topographic surveys, boundary surveys, civil design and construction surveys on a vast array of private, public, municipal and state regulated projects, some of which will be further detailed herein. Coffman land has one principal office located in San Diego, California and is an Equal Opportunity Employer completely compliant with governmental regulations.
Sincerely,
Rick Coffman, PL S
rick ancoffmanland.com_
Coffman Land offers a full spectrum of Land Surveying Services including:
• Boundary Surveys
• Conventional & Aerial Topographic Surveys
• LiDAR Data Acquisition
• Precise Geodetic Control
• Engineering Support
• Easement & Right-of-Way Acquisition and Mapping
• Underground Utilities Mapping
• Construction Support and Layout
• Environmental Mapping
• Professional Consulting Services for Litigation and Private Property Land Rights 9666 Businesspark Ave., Ste. 106 Tel: 760-520-4340 San Diego, CA 92131 coffmanland.com
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GOLD COAST SURVEYING , INC
HOURLY BILLING RATES
GCSI's Hourly rates for services are all inclusive.There is no charge for travel time within the City of Vista.The City will be billed the standard hourly rate for services rendered. There will be no mark-up on non-labor expenses or sub-consultants they will be billed at cost.
RATES EFFECTIVE MAY 1,2023
CLASSIFICATION ACTIVITY HOURLY
CODE RATES
SURVEYING - OFFICE:
CAD OPERATOR................................................................901 $ 77.00 SENIOR CAD OPERATOR ...................................................902 $ 90.00 ASSISTANT LAND SURVEYOR ............................................ 903 $ 112.00 ASSOCIATE LAND SURVEYOR.............................................904 $ 128.00 SENIOR LAND SURVEYOR.................................................. 905 $ 150.00 SURVEYING - FIELD:
SURVEYING - FIELD - PREVAILING WAGE:
ONE MAN SURVEY CREW w/ (Cm Acc) GPS / Robotic Equip...... 909P $ 200.00 TWO MAN SURVEY CREW w/ (Cm Acc) GPS / Robotic Equip......910P $ 275.00 THREE MAN SURVEY CREW w/ (Cm Acc) GPS or Robotic Equip.916P $ 350.00 MISCELLANEOUS:
COURT APPEARANCES / DEPOSITIONS (2.5 HR MIN.). . .. . 911 $ 300.00 CLERICAL SERVICES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 912 $ 60.00 REIMBURSABLE EXPENSES:
PRINTS / REPRODUCTION / DELIVERIES/MISC. EXP . . . . 914 COST OUTSIDE CONSULTANTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 915 COST There is no adjustment of our office rates for overtime,weekend and/or holiday work, prevailing wage overtime,weekend and/or holiday work billed at a 1.5 times rate, unless otherwise negotiated at the time services are needed.
GCSI office personnel will be billed at the appropriate hourly rate based on the task they are performing.
Name: Office Rate Code:
Charles N. Willess........... 905/904
Bruce C. Bonde............... 905/904/903
Nicholas C. Willess......... 903/902
Chase R. Willess.............. 912/901
All other office support staff will be billed at 901 Office Rate Code.
GCSI Field Survey Crews will be billed hourly based on what is required for the crew to complete the task. All crew will have an experienced crew chief. Most all field surveying services on the sites can be completed with a 910P (TWO MAN SURVEY CREW W/(Cm Acc) GPS or Robotic Equipment) or 909P (ONE MAN SURVEY CREW W/(Cm Acc) GPS or Robotic Equipment)field rate code. A 916P (THREE MAN SURVEY CREW W/(Cm Acc) GPS or Robotic Equipment) field rate code will only be used if site safety is a concern, such as a crew working in a busy roadway.
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CONTRACT FOR PROFESSIONAL SERVICES
AS-NEEDED ENGINEERING SURVEY SERVICES
THIS "CONTRACT" is entered into by and between the "Parties" as of ("Contract Date").
1.0 THE "PARTIES"
The "City": The "Contractor"
CITY OF VISTA, a chartered municipal NV5, Inc., a California corporation corporation 163 Technology Drive Suite 100
200 Civic Center Drive Irvine, CA 92618
Vista, CA 92084
Contact: Joel Paulson
Working Contact: Matt Atteberry
Billing Contact: Erin Adams
2.0 BASIC TERMS
2.1 The "Services" to be performed by Contractor are set forth in ("Exhibit A").
2.2 The "Required License" for the Services is: California Registered Professional Land Surveyor.
2.3 Contractor, an entity holding the Required License, desires to enter into this "Contract" with City for the Services.
2.4 The "Project" for which the Services are required is described in Exhibit A.
2.5 Contractor has submitted to City a Proposal to perform the Services dated April 21, 2023 ("Exhibit B").
2.6 The "Contract Ceiling Price" is: $400,000.
2.7 This Contract requires the payment of prevailing wages. As a condition precedent to the effectiveness of this Contract, the Contractor shall execute and deliver to City the Labor Law Compliance Form (Exhibit D).
3.0 CONTRACT TERM
3.1 This Contract shall take effect as of the Contract Date.
3.2 This Contract shall be in effect for 36 calendar months ("Term") from the Contract Date. The Term may be extended at the City's option for an additional 24 months, in increments of City's choice, for a maximum Term of 60 from the Contract Date.
3.3 City may terminate this Contract upon 30-days' written notice to Contractor. In such event, or upon request of City, Contractor shall assemble all City documents in the Contractor's possession, put them in order for proper filing and closing, and deliver the (00111270 1) 1 of 11 NV5, INC.
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documents to City. In the event of termination, Contractor shall be paid for work performed to the termination date. City shall make the final determination as to the portion of tasks completed and the compensation to be paid.
4.0 SCOPE
Contractor shall perform all Services including, but not limited to, the furnishing of all tools, equipment, materials, software, supplies, and manufactured articles, and for furnishing all transportation, services, including fuel, power and water, essential communications, and the performance of all labor, work or other operations, as may be required from time to time, in accordance with Exhibit A and Exhibit B. The Services shall be complete, and all work, material, and services not expressly called for in the Proposal which may be necessary for complete and proper construction to carry out the Contract in good faith, shall be performed, furnished, and installed by the Contractor at no increase in cost to City. In the event of a conflict between the provisions of Exhibit A and Exhibit B, the provisions of Exhibit A shall control.
5.0 COMPENSATION
5.1 City shall pay Contractor on a time and material rate as set forth in Exhibit B for the Services to be performed.
5.2 An invoice for payment shall be submitted in a form satisfactory to City. At a minimum, the invoice shall include: the purchase order number, the work order number, a description of the work performed, and a total amount.
5.3 Changes in, additions to, or deductions from the Services, including increases or decreases in the quantity of any item or portion of the Services, shall be set forth in a written change order executed by City and by the Contractor which shall specify:
5.3.1 The changes, additions, and deductions to be made.
5.3.2 The increase or decrease in compensation due the Contractor, if any.
5.3.3 Adjustment in the time of completion, if any.
5.4 Contract Ceiling Price
5.4.1 In no event shall City be liable for paying more than the Contract Ceiling Price for Contractor's services rendered under this contract.
5.4.2 If it becomes foreseeable that Contractor will need to perform services such that the cumulative total of costs to City will exceed the maximum permitted by this Contract, any such cost overrun will be handled pursuant to the change order procedure in Chapter 3.08. City and Contractor recognize that City lacks authority to exceed the cost ceiling without the express authorization of the City Council. If the maximum cost to City for this Contract is exceeded unexpectedly, payment shall be made as mutually agreeable and disputes shall be handled pursuant to this Contract, but work shall cease as soon as is reasonably feasible once the cost ceiling plus allowable change orders, if any, is exceeded. (00111270 1) 2 of 11 NV5, INC.
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5.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract.
6.0 CONTRACT DOCUMENTS
The Contract comprises the following documents including all additions, deletions, modifications, and appendices and all addenda setting forth any modifications or interpretations of any these documents: Documents required under Exhibits A—E and the Standard Specifications (defined below).
7.0 TIME FOR COMPLETION AND COMMENCEMENT OF SERVICES All Services under the Contract must be completed in compliance with the schedule in Exhibit A.
8.0 ASSISTANCE BY CITY
All information, data, records, reports, and maps as are in possession of City and necessary for the carrying out of this work shall be available to Contractor without charge. City shall make available to Contractor members of its staff for consultation with Contractor in the performance of this Contract. City does not warrant that the information data, records, reports, and maps heretofore or to be provided to Contractor are complete or accurate and Contractor should satisfy itself as to accuracy and completeness. City and Contractor agree that City shall have no liability should any information, data, records reports, and maps be inaccurate, incomplete, or misleading. Unless provided in Exhibit A, no other assistance shall be provided by City to Contractor.
9.0 STANDARD OF PERFORMANCE
9.1 Contractor represents and warrants that it has the training, qualifications, experience, and facilities necessary to properly perform the Services required under this Contract in a thorough, competent, and professional manner. At all times Contractor shall faithfully, competently and to the best of its ability, experience, and talent, perform all services described herein. In meeting its obligations under this Contract, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to those required of Contractor under this Contract.
9.2 Contractor shall keep itself informed of and comply with all applicable federal, state, and local laws, statutes, codes, ordinances, regulations and rules in effect during the Term of this Contract. Contractor shall obtain any and all licenses, permits and authorizations necessary to perform the services set forth in this Contract, including any business licenses required by City. Neither City, nor any elected or appointed boards, officers, officials, employees, or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this Section.
10.0 STANDARD SPECIFICATIONS AND STANDARD PLANS
10.1 Except as otherwise provided, whenever reference is made to "Standard Specifications", it shall mean:
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Standard Specifications for Public Works Construction, most current edition and supplement, as last amended, with Regional Supplements, written and promulgated by Southern California Chapter, American Public Works Association, and Southern California District, Associated General Contractors of California, Joint Cooperative Committee ("Greenbook") and the City of Vista Special Provisions to the Greenbook.
10.2 Except as otherwise provided, whenever reference is made to "Standard Plans", it shall mean:
San Diego Area Regional Standard Drawings, and City of Vista Standard Drawings, latest edition, unless otherwise noted.
11.0 SUPPLEMENTARY DEFINITIONS
In addition to or in lieu of the terms and definitions specified in Section 1-2 of the Standard Specifications, wherever the following terms and definitions are used, the intent and meaning shall be as follows:
City: The City of Vista.
Board: The City Council of the City of Vista.
Drawings or Plans: All drawings, plans, maps, profiles, and diagrams delineating the work on the Services.
12.0 CONTRACTOR'S STATUS; CONTRACTOR'S EMPLOYEES
12.1 Contractor shall perform the services provided for herein in Contractor's own way as an independent contractor and in pursuit of Contractor's independent calling. Contractor is not to be considered an employee of City, nor shall any employees of Contractor be considered employees of City, for any purpose. Contractor shall be under the direction and control of City staff only as to the results to be accomplished. This Contract is not intended to create the relationship of partnership, joint venture, or association between City and Contractor.
12.2 Contractor represents and warrants that all design professional services shall be provided by a person or persons duly licensed by the State of California to provide the type of services described in Exhibit A.
12.3 Neither Contractor, nor any of Contractor's officers, employees, or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City's employees. Contractor expressly waives any claim Contractor may have to any such rights.
12.4 Contractor is aware of the requirements of the Immigration Reform and Control Act of 1986 and shall comply with those requirements, including, but not limited to, verifying the eligibility for employment of all of Contractor's officers, employees, agents, and subcontractors that are included in this Contract.
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subcontractors are entitled for performance of any work under this contract. Neither Contractor nor Contractor's officers or employees are entitled to any salary or wages, or retirement, health, leave or other fringe benefits applicable to employees of the City. City will not make any federal or state tax withholdings on behalf of Contractor. City shall not be required to pay any workers' compensation insurance on behalf of Contractor.
12.6 Contractor agrees to defend and indemnify City for any obligation, claim, suit or demand for tax, retirement contribution including any contribution to the Public Employees Retirement System (PERS), social security, salary or wages, overtime payment, or workers' compensation payment which City may be required to make on behalf of Contractor or any employee of Contractor, or any employee of Contractor construed to be an employee of City, for work done under this contract. This is a continuing obligation that survives the termination of this Contract.
13.0 CIVIL RIGHTS
13.1 Contractor agrees to comply with Title VI of the Civil Rights Act of 1964, as amended, the California Fair Employment Practices Act, the Americans with Disabilities Act of 1990, any other applicable federal and state laws and regulations hereinafter enacted.
13.2 Contractor shall not knowingly deny an opportunity or benefit, discriminate against or harass, any employee or applicant for employment on account of the person's race, color, ethnicity, national origin, ancestry, religion, creed, veteran status, physical disability, mental disability, medical condition, marital status, sex, sexual orientation, age, or other status protected from workplace discrimination by state or federal law.
13.3 Contractor shall not knowingly give preferential treatment to any applicant for employment on the basis of race, color, ethnicity, national origin, ancestry, religion, creed, physical disability, mental disability, medical condition, marital status, sex, or sexual orientation.
13.4 This section shall be interpreted in a manner that is consistent with the California and United States Constitutions and applicable state and federal statutes governing workplace discrimination. The terms used in this section shall have the same meaning as defined in state statutes governing the same subject matter.
13.5 Nothing in this section shall be interpreted as prohibiting bona fide occupational qualifications consistent with applicable state and federal law and reasonably necessary to the normal operation of Contractor. Nothing in this section shall be interpreted as prohibiting regulations and policies to prevent nepotism or conflicts of interest.
13.6 Nothing in this Section shall be interpreted as prohibiting action taken to establish or maintain eligibility for any federal program, where ineligibility would result in a loss of federal funds to City.
13.7 To the fullest extent permitted by law and without limitation by the other provisions of this Contract relating to indemnification and insurance, Contractor shall also indemnify, defend and hold harmless City, and its directors, officers, employees and agents from and against all liability (including without limitation all claims, damages, penalties, fines, and judgments, associated investigation and administrative expenses, and defense costs, including but not limited to reasonable attorneys' fees, court costs, and costs of alternative dispute resolution) resulting from any claim of discrimination or harassment, including but not (00111270 1) 5 of 11 Nv5, INC.
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limited to sexual harassment, arising from the conduct of the Contractor or any of the Contractor's officers, employees, agents, licensees, or subcontractors. In the event of a discrimination or harassment complaint against any employee, agent, licensee or subcontractors of Contractor or its subcontractors, Contractor shall take immediate and appropriate action in response to such complaint, including, but not limited to termination or appropriate discipline of any responsible employee, agent, licensee or subcontractors. The provisions of this Section survive completion of the services or termination of the Contract.
14.0 CONTROL OF SERVICES
Each Party shall appoint a representative who shall have the authority to represent and act for that Party ("Representative"). Any written or verbal directions or requests of City's Representative delivered to the Contractor's Representative shall have the same force and effect as if delivered to the Contractor. The Contractor's Representative shall have the authority to sign any change order, coordinate the work of all subcontractors and make other decisions pertaining to the Contract.
15.0 ASSIGNMENT AND SUBCONSULTING
15.1 Neither this Contract nor any interest herein may be transferred, assigned, conveyed, hypothecated, or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of the City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty-five (25%) of the present ownership and/or control of Contractor, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Contract shall be void. No approved transfer shall release the Contractor or any surety of Contractor of any liability hereunder without the express consent of City.
15.2 Contractor shall be fully responsible to the City for any acts and omissions of Contractor's subcontractor, including persons either directly or indirectly employed by subcontractor, in the event Contractor subcontracts any of the work to be performed under this contract. Contractor's responsibility under this paragraph shall be identical to Contractor's liability for acts and omissions of Contractor and employees of the Contractor. Nothing contained in this Contract shall create any contractual relationship between City and any subcontractor of Contractor, but Contractor shall bind every subcontractor and every subcontractor of a subcontractor by the terms of this contract applicable to Contractor's work, unless such change, omission, or addition is approved in advance in writing by the City Manager or the City Manager's designee. All subcontractors are subject to the prior written review and approval of the City Manager or the City Manager's designee.
16.0 LICENSES
If a license of any kind, which term is intended to include evidence of registration, is required of Contractor, its employees, agents, or subcontractors by federal, state, or local law, Contractor warrants that such license has been obtained, is valid and in good standing, and that any required bond has been posted in accordance with all applicable laws and regulations. (00111270 1) 6 of 11 NV5, INC.
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17.0 FINANCIAL' RECORDS
17.1 Contractor shall maintain any and all documents, ledgers, books of account, invoices, vouchers, canceled checks, or records demonstrating or relating to Contractor's performance of services pursuant to this Contract or evidencing or relating to expenditures and disbursements charged to City pursuant to this Contract. Any and all such documents or records shall be maintained in accordance with generally accepted accounting principles and shall be sufficiently complete and detailed so as to permit an accurate evaluation of the services provided by Contractor pursuant to this Contract. Any and all such documents or records shall be maintained for three years from the date of execution of this Contract and to the extent required by laws relating to audits of public agencies and their expenditures. It is expressly understood and agreed that the provisions of this Section will survive termination of this Contract.
17.2 Any and all records or documents required to be maintained pursuant to this Section shall be made available for inspection, audit and copying, at any time during regular business hours, upon request by City or its designated representative. Copies of such documents or records shall be provided directly to the City for inspection, audit and copying when it is practical to do so; otherwise, unless an alternative is mutually agreed upon, such documents and records shall be made available at Contractor's address indicated for receipt of notices in this Contract or the primary location from which services are rendered, whichever is closer.
18.0 OWNERSHIP OF DOCUMENTS
Upon delivery, the work product, including without limitation, all original reports, writings, recordings, drawings, files, and detailed calculations developed under this contract are the property of City. Contractor agrees that all copyrights which arise from creation of the work pursuant to this contract shall be vested in City and waives and relinquishes all claims to copyright or other intellectual property rights in favor of City. City acknowledges that its use of the work product is limited to the purposes contemplated by the scope of Services and that Contractor makes no representation of the suitability of the work product for use in or application to circumstances not contemplated by the scope of Services.
19.0 CONFIDENTIALITY
19.1 Contractor shall treat all information obtained from City in the performance of this Contract as confidential and proprietary to City. Contractor shall treat all records and work product prepared or maintained by Contractor in the performance of this Contract as confidential.
19.2 Contractor agrees that it will not use any information obtained as a consequence of the performance of work for any purpose other than fulfillment of Contractor's scope of Services. Contractor will not disclose any information prepared for City or obtained from City or obtained as a consequence of the performance of work to any person other than City, or its own employees, agents or subcontractors who have a need for the information for the performance of Services under this Contract unless such disclosure is specifically authorized in writing by City.
19.3 Contractor's obligations under this paragraph shall survive the termination of this Contract.
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20.0 CONFLICT OF INTEREST REQUIREMENT
Contractor agrees that, to the extent applicable, it shall comply with and be bound by all laws and regulations deriving from the relationship of the Contractor to the City, including the Political Reform Act (Government Codes Section 87100 et seq.) Chapters 2.32 or 2.33 of the Vista Municipal Code, the Community Redevelopment Act (Health & Safety Code 33000 et seq.) and all regulations promulgated thereunder (collectively "Conflict Laws"). As a condition precedent to the formation of this Contract, Contractor warrants and covenants that it is adequately informed regarding the obligations and duties imposed by the Conflict Laws and that to the best of Contractor's knowledge and belief, there exists no conflict of interest (under the laws) that would disqualify the Contractor from participation in any decisions arising out of the performance of this Contract. Prior to commencement of any work in the performance of this Contract, Contractor shall comply with any applicable requirements of Chapter 2.32 of the Vista Municipal Code, including any requirement to file a financial disclosure statement with the City Clerk.
Contractor further agrees that no employee, agent, or subcontractor for Contractor shall perform any work for the City pursuant to this Contract which will violate the Conflict Laws.
21.0 PROHIBITION OF FINANCIAL INTEREST BY CITY OFFICIAL Contractor warrants and covenants to City that no City Official has or will have any current or future financial interest in this Contract as of the date approved, nor shall Contractor promise, offer, or enter into any written, oral or implied Contract, to provide any financial interest or remuneration of any kind or manner to any City official with respect to this Contract. For purposes of this Section, the term "City Official" shall mean and include any elected or appointed officer of City, any employee of City, or any spouse or financial dependent of a City official or employee. A violation of this provision shall render this Contract null and void and Contractor shall be subject to restitution of all fees or money paid or earned under this Contract.
22.0 INDEMNIFICATION
Contractor shall defend, indemnify and hold City and its officers, officials, employees, and volunteers harmless against any and all liability, loss, damage, fine, penalty, expense, claim or cost (including without limitation costs and fees of litigation) of every nature (collectively, "Liability") arising out of or in connection with this Contract or its performance, including defects in design, except: (1) Liability caused by City's sole negligence or willful misconduct; or (2) for Liability caused by City's active negligence, in which case the indemnity received by City shall be reduced by the amount: (i) that City's active negligence contributed to the Liability on a comparative basis; or (ii) such other amount as may be required by law ("Duty of Indemnification").
23.0 INSURANCE AND BONDS
Contractor shall comply with the insurance provisions set forth in Exhibit C.
24.0 SERVICE OF NOTICE
24.1 Any notice, which either Party may desire to give to the other Party, must be in writing and may be given by personal delivery to the Party's Representative or by overnight courier service to the Party's address set forth in Section 1.0. Notice may also be given by mailing it by registered or certified mail, return receipt requested, to the other Party at the (00111270 1) 8 of 11 NV5, INC.
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address set forth in Section 1.0. Any notice given by mail will be deemed given 48 hours after such notice is deposited in the United States mail, addressed as provided with postage fully prepaid.
24.2 A Party may change its address by giving notice as provided above, and the changed address shall thereafter be deemed to be the address set forth in Section 1.0.
25.0 SPECIAL PROVISIONS
This Contract is subject to, and Contractor shall comply with, the special provisions referenced in Exhibit E, if any.
26.0 EXHIBITS
All documents referenced as exhibits in this Contract, or referenced in an exhibit to this Contract, are incorporated herein.
27.0 APPLICABLE LAW, VENUE
This Contract shall be construed and enforced under the laws of the State of California. If any action is commenced by any Party to this Contract, such action shall be filed in a court of competent jurisdiction within the County of San Diego, California.
28.0 PREVAILING WAGES
Pursuant to Section 1781 of the Labor Code, Contractor is advised that certain work contemplated in this contract may be subject to the payment of prevailing wages and all other requirements of the Prevailing Wage Law. The prevailing wage of each job classification may be found by inquiry with the California Department of Industrial Relations. Contractor shall comply with all laws related to the performance of public work including, but not limited to, the employment of apprentices pursuant to Section 1777.5 of the Labor Code, work day/week hours and overtime rates pursuant to Sections 1813 and 1815 of the Labor Code and the obligation set forth in Sections 1774-1776 of the Labor Code in regards to payment of prevailing wages and to provide the City and the Department of Industrial Relations certified payrolls when required. A certified copy of all payroll records relative to this project shall be submitted to the City along with the related invoice. Receipt of certified payroll records is a prerequisite to receiving payment.
No Contractor or sub-Contractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. No Contractor or sub-Contractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. All Contractors and sub-Contractors must furnish electronic certified payroll records to the Labor Commissioner. This requirement applies to all public works projects, whether new or ongoing. Contractor is further advised that any prevailing wage work contemplated herein is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
29.0 COUNTERPARTS; ELECTRONIC SIGNATURES; ELECTRONIC DELIVERY This Agreement may be executed in separate counterparts, none of which need contain the signatures of both Parties, and each of which, when so executed, shall be deemed an original (00111270 1) 9 of 11 NV5, INC.
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and all together shall constitute and be one of the same instrument. The Parties agree that this Agreement, whether executed by electronic signature, digital signature, or constituting a scanned or electronically reproduced copy or image of this Agreement bearing the signatures of the Parties, will be deemed an original and will represent competent evidence of the execution, terms and existence of this Agreement notwithstanding the failure or inability to produce an original executed Agreement or counterpart thereof, and without the requirement that the unavailability of such original executed Agreement or counterpart thereof first be proven.
Further, the exchange of this entire executed Agreement (and/or such exhibit(s) or document(s)) that is in photostatic or portable document format (.pdf)form by electronic mail or by another electronic means shall be considered original(s) and shall constitute effective execution and delivery of the original(s).
30.0 MODIFICATIONS
This Contract contains the entire agreement, between the Parties and supersedes all prior negotiations, discussions, obligations, and rights of the Parties in respect of each other regarding the subject matter of this Contract. There is no other written or oral understanding between the Parties. No modification, amendment or alteration of this Contract shall be valid unless it is in writing and signed by all Parties.
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31.0 EXECUTION
IN WITNESS WHEREOF; the Parties hereto have executed this Contract as of the Contract Date.
"City" "Contractor"
CITY OF VISTA, a chartered municipal NV5, INC., a California corporation corporation
By: By:
JOHN B. FRANKLIN, MAYOR
ATTEST: Name/Title
KATHY VALDEZ, CITY CLERK
By: By:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY Name/Title
By:
RISK MANAGEMENT REVIEW:
DOLORES GASCON, RISK MANAGER
By:
APPROVED
Amanda L.Guy
20230515114304
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EXHIBITS A, C, C & E
REQUEST FOR PROPOSALS
SEE EXHIBIT 7
(00111270 11 Exhibit A
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EXHIBIT B
CONTRACTOR'S PROPOSAL
(0011127011 Exhibit B
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PROPOSAL
AS-NEEDED ENGINEERING SURVEY SERVICES
April 21, 2023
Prepared For:
City of
Adams,
000 Erin Analyst
CITY OF . 200 Civic Center
. • IZ4
41. 1.
Job-
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r ,If 14
_.C A L 1 F 0 R H I A r
sr
7 15092 Avenue of Science, Suite 200
San Diego, CA 92128
Joel Paulson, PLS
Email:[email protected]
Phone: 858.385.0500
NV5 Proposal No. P27623
a 0 1 1 • 1 0 • 1
TABLE OF •
3.1 Cover Letter
3.2 Company Information 1
3.3 Proposed Task Order Approach . .. . . . . .. . .. . . . .. . . . . . . .. . . . . .. 2
3.4 Project Team and Organization Chart 4
3.5 List of Officers Authorized to Sign on Firm's Behalf 6
3.6 References 6
3.7 Experience ..................................................................................................................................................................................................................................................7 EXCEPTIONSTO RFP............................................................................................................................................................................................................... 13 Appendix
EXAMPLE WORK PRODUCTS
RESUMES
Rate Schedules - Under Separate Cover
Ability to
Maintain
Close Working
Relationships Able to
Understanding with City Oversee,
+ Delivering Staff Manage + Control
Upon the Need Schedules
of the City and Cost
Strong Survey • Dedicated
Background + Qualified
WHAT MAKES NV5 Professional
+ Relevant UNIQUELY QUALIFIED Team
Experience TO PROVIDE THESE
Members
SERVICES TO THE CITY?
As-NeededCity of Vista I Engineering
Survey Services
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3.1 COVER LETTER
April 21, 2023
City of Vista
Erin Adams, Management Analyst
200 Civic Center Drive
Vista, CA 92084
SUBJECT: As-Needed Engineering Survey Services
Dear Ms. Adams:
The City of Vista (City) seeks technical excellence in its consultants for engineering survey services, and NV5 is pleased to submit its proposal to demonstrate that we are highly qualified to be selected. NV5 has excelled in this discipline since 1949, when NV5 began as a single-person surveying firm and has grown to a 300-person-strong professional services firm providing a wide variety of services. With our leading-edge technological platforms, we are able to mobilize staff to meet clients' needs almost instantly. We are committed to quality and believe that commitment is one reason why over 90 percent of our work comes from repeat clients.
PROJECT TEAM
Our team's track record of delivering similar types of projects for local agencies demonstrates that we understand the concerns of regional agencies and local municipalities and are familiar with developing and implementing standards and procedures. Key team members proposed for this effort include:
• Mike Stys, GISP, Principal-in-Charge. Mike has 25 years of`hands-on' experience in survey and engineering for public agencies throughout the San Diego region and beyond. He is a strong communicator and manager with tactical agility, strategic planning skills and solid business acumen. • Joel Paulson, PLS, GISP, Project Manager.Joel brings 42 years of experience in land surveying.Joel helps manage and oversee the 80-person NV5 survey department in San Diego. He is an expert in managing projects from start to finish, taking the projects from planning stages to final construction, as well as numerous aerial control surveys, ALTA surveys,topographic surveys, and construction projects.Joel has also been heavily involved in using GIS for mapping, land planning, and analysis. He has helped to develop and implement a UAV-based LiDAR data acquisition program for power line and terrain mapping. • Paul Robotta, PLS, QA/QC. Paul brings more than 40 years of experience in providing professional surveying services to both private and public sector clients. His expertise is in project management and project delivery with an emphasis on client service and satisfaction. He is experienced in managing as-needed, indefinite delivery contracts for large public clients - with expertise in all aspects of survey mapping, boundary research and resolution, right-of-way acquisition, ALTA preparation, forensic surveying and exhibit preparation, title issues, including the Subdivision Map Act, and construction support for public and private projects.
NV5 assures the City that the key personnel proposed will be committed to performing the required tasks for the duration of the contract. If for some reason we need to propose a new team member, we will provide a proposal for the substitute team member subject to the approval for the City.
EXPERIENCE WITH ON-CALL CONTRACTS
NV5 has been providing engineering survey services similiar to those requested in this RFP for more than 74 years.
We have team members that know how to get the job done, and we provide them with the resources they need to do the job right. Our surveying group is comprised of skilled professionals who have a track record for successfully completing projects on time and within budget. NV5 staff have performed surveying services for the Cities of San Marcos, Oceanside, San Diego, Imperial Beach, Encinitas, Poway, and Vista;the County of San Diego; the San Diego County Regional Airport Authority; and the San Diego County Water Authority,just to name a few. 15092 Avenue of Science,Suite 200 1 San Diego,CA 92128 1 www.nv5.com I Office:858.385.0500 1 Fax:858.385.0400 06/13/2023 C3 85 of 190
PROPOSED METHODOLOGY
The City needs a consultant firm that has the resources and experience to drive projects to completion and knows how to exceed each project's goals while maintaining both the project schedule and budget. NV5 has the project controls in place and the experience of providing these services on a long history of successful projects. We know how to get your projects done while providing you with high-quality services.
LOCAL KNOWLEDGE AND EXPERIENCE
Our extensive experience and strong existing relationship with the City gives us the ability to continue providing as-needed professional services. We operate with a working knowledge of your staff, processes and environment, enabling us to provide outstanding cost-and time-efficient services. Specifically, our team has provided owner advisor/consultant, engineering design, and construction management services for several projects for the City and is currently providing As-Needed Landscape Review Services, As-Needed Owner's Advisor and Construction Management Services, As-Needed Professional Development Review Services for Stormwater Quality Management Plans and Hydrology and Hydraulic Studies, and As-Needed Stormwater Outreach and Public Education Services.
Our staff members live, work and play in the communities we serve - including the City - and we take pride in serving these communities.
NV5 certifies that we: meet the City of Vista insurance requirements; will not make any changes to the project team without authorization of the City; are prepared to execute the Professional Services Agreement; and are in receipt of Addendum 1 dated April 13, 2023. Mike Stys, LISP, our Principal-in-Charge, is a Vice President of NV5, Inc., and has the authority to sign on the firm's behalf.
Our proposal is made without collusion with any other person, persons, company, or parties submitting a Proposal; that it is in all respects fair and in good faith without collusion or fraud; and, that the signer of the Proposal has full authority to bind the principal proposer.
We are ready, willing, and excited to hit the ground running and propel your projects to successful completion. We appreciate the opportunity to continue to be of service to the City. If you should have questions, please feel free to reach out to us.
Sincerely,
NV5, Inc.
COMPANY • - • •
Address: 15092 Avenue of Science,Suite 200
- Diego,
Conta
t Name:Joel Paulson, PLS,GISP, Project Manager
oel Paulson, PLS, GISP Mike Stys, GISP = ' " Email of Contact: .- •.
Project Manager Principal-in-Charge
SUCCESS... EXPERIENCE... •
For - past 74 years, of NV5 is confident NV5 has provided professionals offer the expertise in providing professional ex•- • essential survey, design, continuepublic and private sector geotechnical, and water services—combined with agencies. quality experience to our extensive knowledge ••• -• from working
importantly,NV5 communicates with the City. the City—makes us your our clients, and more ideal partner.
proven expertise
As our . successfully provide
trust us to provide the the as-needed land presence, NV5 has a integrated consulting and surveying, mapping, and personal commitment management solutions digitizing services the City to continuing • that enable their success needs. exceptional partnership regardless of project with the City.
size or complexity.
L
15092 Avenue of Science,Suite 200 1 San Diego,CA 92128 1 www.nv5.com I Office:858.385.0500 1 Fax:858.385.0400 06/13/2023 C3 86 of 190
3.2 COMPANY INFORMATION
IDENTIFICATION OF PROPOSER NV5's longevity in the Southern California region NV5 is a firm of professionals that directs their talents provides the City with a prime consultant who has a and experiences into creating practical and innovative clear understanding of local issues as they relate to the solutions. For more than 74 years, we have served successful completion of projects ranging from the very public and private clients throughout the United States. simple to the most complex.
Our focus is on communities, and our mission is to use Joel Paulson, PLS, GISP, our Contract Manager,with sound engineering practices to improve quality of life. 42 years of professional experience, will provide hands- NV5's services are traditional —surveying, civil and on, proactive management of your as-needed contract. structural engineering design, planning, environmental With NV5 since 2009, Joel has performed and directed documentation, technical studies, permitting, literally hundreds of projects in Southern California construction management, and construction support for clients such as the Cities of National City and — but our attitude, approach, and delivery are unique, San Marcos; San Diego Gas & Electric (SDG&E); San and the result is that we go beyond engineering in a way Diego County Regional Airport Authority(SDCRAA); and that provides our clients with solutions that exceed their MiraCosta Community College District. expectations. The project team we have assembled to meet your NV5's engineering group is comprised of skilled contract needs will be led by two of NV5's most skilled professionals who have a track record of successfully project managers and is staffed with 8 local California- completing complex projects on time and within budget. licensed Professional Land Surveyors, 12 survey crews, over 30 office support staff, and a 10-person UAV-LiDAR All services will be provided out of our San Diego office, and photogrammetry department. which has more than 300 employees. Likewise, our
team of subconsultants is comprised of locally-based The following table contains requested information DBE/MBE firms. Our team of professionals can quickly about NV5. respond and meet your needs.
NV5, Inc.
Legal Name and Address 15092 Avenue of Science, Suite 200 San Diego, CA 92128
Legal Form of Company California Corporation
Parent Company NV5 Global, Inc.
Addresses of Office(s) Located in San Diego County 15092 Avenue of Science • Number of Years that Company has Maintained Suite 200 Office in San Diego County San Diego, CA 92128
• Number of Employees in San Diego County 54 years 1 300+ employees Joel Paulson, PLS, GISP
Senior Project Manager/Survey Director
Name,Title,Address and Telephone Number of Person to 15092 Avenue of Science, Suite 200 Contact Concerning the Proposal San Diego, CA 92128 858.385.0500
[email protected]
DIR Public Works Contractor Registration Numbers 1000007705 Secretary of State Entity Number 1015797
Contractor's License N/A
City of -d-• Engineering Survey Services NV5 I
3.3 PROPOSED TASK ORDER APPROACH
The NV5 team is highly experienced in providing as-
needed surveying to local agencies. We take pride in NV5 receives a Task Order fr, providing value-added services to both small and large
projects.
Our team is locally proven with a reputation of providing services by understanding the client needs and NV5 PM will review the Task Order, select the becoming part of the client team,thereby saving time
nd will
and money while producing excellent products. righterform the . prepare a proposal that includes:
Based on the scope of work defined in the Request for * Scope of Work Proposal and our many years of experience providing
as-needed surveying, the NV5 team has developed a Breakdown technical and professional approach to complete the 0 List of Delliverables required As-Needed Engineering Surveying ServicesExclusions tasks. 0 Milestone Schedule
Keeping in mind that this is a solicitation for a very 0 Fee Estimate wide range of services, NV5 survey professionals are
seasoned experts in providing the following tasks:
• Horizontal and vertical control surveys.
• Topographic surveys for public works contracts. The City PM will review NV5's proposal, • Property surveys for boundary determination. accept and/or negotiate A • Construction surveys for public works construction
contracts.
• Preparation and review of lease plat surveys and accepted,Once s proposal is property descriptions.
n the Request for Work, attach NV5's
• Preparation of exhibits that include property maps, - proposal and return to NV5
easements, roadways, and other mapping features.
• Office calculations and record map research.
• Survey map preparation using City standards.
• Additional surveying support as-needed. acknowledge of Request for Work and proceed with
For 74 years, the NV5 team has delivered as-needed project execution engineering, surveying and consulting services to
various agencies. In that time, we have gained an in- MAINTAIN PROJECT SCHEDULE depth understanding of the procedures and guidelines
for completing the requested work. We have successfully One of the project manager's tasks is to develop a delivered projects on time, within the agreed-upon comprehensive survey schedule that identifies all critical budgets, and as expected. Based on our experience, tasks and the interrelationships of the project, and then and the proposed scope of work, we present a general to effectively use it to ensure tracking of these critical workflow/approach to delivering professional services as path items. shown at right.
PROGRESS REPORT AND MEETINGS
ON-TIME DELIVERY WITHIN BUDGET The schedule is closely monitored, with progress reports The cornerstone of the NV5 Team's success is our prepared for the team at time intervals appropriate philosophy that we act as an extension of our client's to the scope and schedule of the project. We hold staff. To be successful, the project team must work regular meetings to monitor project progress, and the closely with City staff to identify and address key meetings would include key staff from the City, NV5, and issues and concerns early and plan how the issues and appropriate subconsultants. Progress and coordination concerns are to be addressed. Early issue identification meetings follow a set agenda and feature review of an comes from having an in-depth knowledge of local issues action item list with minutes of the meeting released and concerns, combined with extensive experience and within several days of the meeting. technical expertise.
City of -•-• Engineering Survey Services NV5 1 2
3.3 PROPOSED TASK ORDER APPROACH
WORKLOAD Project Manager Review
One of the NV5 team's attributes is our dedication Confirms that project deliverables conform to the to providing the appropriate resources to complete scope of work and that documents supplied by others projects on schedule. Prior to submitting a proposal, our (i.e., client, subconsultants, etc.) are appropriately standard procedure requires a careful evaluation of the incorporated. types and volume of projects under contract, together Client Comment Review with the proposed work requirements. This evaluation Assures that client comments have been addressed is performed to assure that we can meet our schedule using the City standard cycle comment letter response. commitments. Based on our company's commitment
to public works clients, the City will be considered a Coordination Review Meeting prime client, and allocation of staff and resources will Coordinate all work of the disciplines. be prioritized for City work. Our past project experience QA/QC Review providing as-needed surveying services to multiple Independent review to verify the accuracy, completeness, agencies has proved our dedication to honoring our and coordination of deliverables. At NV5, we believe that commitments with quality work products. dedication to quality pays off. More than 90 percent QUALITY ASSURANCE/QUALITY CONTROL of our work comes from repeat clients because of our NV5 is committed to performing and delivering QUALITY commitment to quality assurance and quality control. projects each project NV5 is tasked with by the City, aproject- projects to our clients on time and within budget. Our specific Quality Assurance/ Quality Control Process will main objective focuses on preventing deficiencies and be implemented. We will incorporate this process into project problems, not corrections. the project milestone schedule and list the significant The NV5 team has a long-standing commitment to the QA/QC activities, including review times, duration of formalized process of Quality Control (doing it right the the activity, a description of the QA/QC activity, and the first time)and Quality Assurance(making sure it was identification of the individual responsible for the task. done right). Quality Management
We are committed to providing services to our clients Every member of our team is part of the Quality Control that exceed project requirements. Our team members (QC) process. Our team to a quality a
take pride in their reputation for creative, thoughtful, and will survey, map, draft egos e�j�e� successful surveying and mapping projects. and manage your project �.aName NV5 uses a time-tested and proven Project Quality to safely and efficiently the Roles and 7" `,�c�0Resources
Manual for every project, which describes the project exceed the quality goals quality process to be followed during the execution of and specifications. To survey work and project deliverables. Furthermore, our achieve these goals, a experience has taught us that QA/QC must be performed QC begins at the lowest c at each step of a project to assure that schedules are level possible and being met. We undergo the following quality reviews: continues throughout the Show
Ho�the Standard of
Project Approach Review organization, from our
Care is Being Met
field surveyors, drafters,
Reviews basic approach to the project to evaluate the and survey technicians technology and methodology to be used based on the up to our project manager and licensed professionals. deliverables, cost, and schedule. We insist that quality is everyone's job, notjust those Discipline Review who are listed as our QA/QC lead person on the project Verifies the work for each technical discipline, including organization chart. Our approach to Quality management subconsultants. Each subconsultant discipline has a is founded on the basic philosophy that safety and review checklist for each submittal to assure technical quality are core values. Each team member takes accuracy and compliance with City requirements. great pride that we have established and maintained CAD Standards Review a reputation as an organization with high standards.
Our philosophy for providing quality is ingrained in each Verifies that drawings meet graphic and CAD standards employee as they are expected to deliver the highest for each project,taking into consideration: color, weight, quality service and product to our clients. level style, and level.
City of -•-• Engineering Survey Services NV5 1 3
3.4 PROJECT TEAM AND ORGANIZATION CHART
PROPOSED PROJECT ORGANIZATION
We structured our team to fulfill project needs necessary to support this as-needed contract.The organization chart below shows how we intend to manage the work and the required lines of communication. With our Senior Project Manager, Joel Paulson, PLS, GISP, acting in the lead role as the City's main contact, our team has seasoned professionals acting as task leads for each of the identified categories. Each of the task leads will be responsible for identifying the appropriate personnel based on experience, availability, and tangible project knowledge for each task generated by the City.
Resumes of key staff noted with an asterisk are included in the Appendix. * Key Staff
Subconsultant
CITY OF VISTA
C A L I F 0 R N I A
Mike Stys, GISP
MANAGER
Joel Paulson, PLS, GlS--
QA/QC MANAGER
Paul Robotta, PLS*
CONSTRUCTION 1 1
TASK LEAD TASK LEAD TASK LEAD
Joel Paulson, PLS, GISP* Timothy Davis, PLS* Kurt Kathol*
RIGHT-OF-WAY
TASK , D TASK LEAD TASK LEAD
Chris Endozo, PLS, PE* Julihanna Mandewille, EIT Nicholas Rossi, PLS*
OFFICE SUPPORTSUPPORT
Brian Wolf, LSIT Kimberly Carpenter
David Schilke, LSIT Gabriel Lam
Brian Hill Anthony Bongiovanni
Andrew Pawzun Zach Ortega
Russell White Abdenego Ramirez
+ 12 Surveying and Drafting Technicians Jose Alvarado + 6 Party Chiefs and 12 Rod-Persons
SUBCONSULTANTS
Paradigm Geospatial, Inc.(DBE)
Coffman Land Consulting Inc. (DBE)
West Coast Civil (DBE)
City of -•-• Engineering Survey Services
M of I=,
PROJECT3.4 1 AND ORGANIZATION
ROLES OF PRIME AND SUB-CONSULTANTS
NV5 is a firm of professionals that directs our talents and experience into creating better solutions. We serve both public and private clients throughout the San Diego region. Our focus is on communities, and our mission is to use sound surveying and engineering to improve the lives of the communities we serve. NV5 is committed to implementing sustainable business practices in all specialties, including surveying, GIS, construction management and inspection for water supply, distribution, and treatment; wastewater collection and treatment; water recycling, transportation, site construction, and bridge and drainage structures.
NV5 provides professional and technical consulting and certification services for the infrastructure, construction, development, and environmental markets. The firm provides specialized capabilities across six business verticals:
Geospatial Technology; Testing, Inspection & Consulting; Infrastructure; Utility Services; Environmental Health Sciences; and Buildings & Program Management. With offices nationwide and abroad, NV5 helps clients plan, design, build,test, certify, and operate projects that improve the communities where we live and work.
SUBCONSULTANTF
Paradigm Geospatial, Inc. (Paradigm) provides technologically innovative and adaptive solutions to the Land Surveying and Geospatial Engineering marketplace. By intelligently implementing P state-of-the-art techniques and procedures, and investing heavily in internal research and development, Paradigm disrupts the existing marketplace with technologically superior workflows PARADIGM and access to the latest in technologic advancements, including robotics and laser scanning GEOSPATIAL technology. Paradigm is a certified DBE firm.
COFFMAN LAND,.� Coffman Land Consulting, Inc. (Coffman)was founded to provide exemplary support for engineering, construction, litigation and property boundary matters.
As a certified Disabled Veteran Owned Business Enterprise, they strive to put client satisfaction and product quality at the highest priority. Coffman has a track record of successfully delivering top-quality performance on schedule, within budget and tailored to the individual needs of the client. They have completed and delivered hundreds of topographic surveys, boundary surveys, civil design and construction surveys on a vast array of private, public, municipal and state regulated projects. Coffman is a certified DBE.
WEST West Coast Civil (WCC) is committed to growing communities' awareness of sustainable, safe, and prudent infrastructure by assisting its clients in developing cost-effective, long-term COAST infrastructure solutions that benefit the community in a sustainable manner. WCC is a Minority- CIVIL owned Business Enterprise (MBE).
Firm Name Role Responsibility
Principal-in-Charge, Project Manager, HDS/GIS,
NV5, Inc. Prime Construction Surveying,Aerial Photography& Mapping Services; Right-of-Way, and Utilities Survey.
Paradigm Geospatial, Inc.(DBE) Sub-consultant Field Surveying, Office Support, and Calulations Coffman Land Consulting, Inc. (DBE) Sub-consultant Field Surveying, Office Support, and Calulations West Coast Civil (MBE) Sub-consultant Field Surveying, Office Support, and Calulations
LINES OF COMMUNICATION BETWEEN CITY, PRIME AND SUB-CONSULTANTS Our Contract Manager, Joel Paulson, PLS, LISP, will be the direct, day-to-day point of contact for City staff, as well as sub-consultants. Joel is a hands-on manager and a respected professional in his field, highly familiar with the various survey services we will provide, as well as the importance of the overall big picture. Progress and resolution of schedule issues will be communicated through regular face-to-face meetings, emails and telephone contact, and supplemented by monthly written progress reports. We prepare a detailed, task-driven schedule for every task order under on-call contracts. Setting specific dates for intermediate milestones allows us to monitor progress and determine if remedial action is necessary to correct slippage in the schedule.
City of -•-• Engineering Survey Services NV5 1 5
PROJECT3.4 1 AND ORGANIZATION
It has been our experience that communication is key to a successful business relationship. Regular, clear communication of project progress, milestones, challenges and developments greatly improves quality, efficiency, and transparency for the interested public. Every project requires oversight and management to stay on task and on schedule. NV5 will work closely with City staff in the most complete, cost-effective, and efficient manner to keep task orders focused. Having worked on many municipal projects, our understanding of the procedures and staff will provide results that stay within budget and schedule.
3.5 LIST OF OFFICERS AUTHORIZEDTO SIGN ON
Mike Stys, GISP, our Principal-in-Charge, is a Vice President of NV5, Inc., and has the authority to sign on the firm's behalf.
Contracts3.6 REFERENCES
Similar on • - •wner's Information
City of San Marcos
Survey Control Network& Record of Paul Robotta, PLS,JD Ed Deane Survey Nick Rossi, PLS 760.744.1050 x3212
[email protected]
City of San Diego
Mike Stys, GISP Kyle Nguyen
As-Needed Land Surveying Land and Aerial Surveying Joel Paulson, PLS, GISP 858.654.4435
[email protected]
MiraCosta Community College District
On-Call Land Surveying Services Joel Paulson, PLS, GISP Thomas Macias 760.795.6691
[email protected]
Paul Robotta, PLS,JD San Diego Gas and Electric
On-Call Land Surveying Services Joel Paulson, PLS, GISP Ken Haynes 858.276.8387
Nick Rossi, PLS [email protected]
Joel Paulson, PLS, GISP San Diego County Regional Airport Authority On-Call Land Surveying Services Paul Robotta, PLS,JD Chris George 619.400.2227
Nick Rossi, PLS [email protected]
City of Imperial Beach
As-Needed Land Surveying Services Paul Robotta, PLS,JD Tyler Foltz Joel Paulson, PLS, GISP 619.628.2381
[email protected]
City of Poway
As-Needed Surveying Services
Paul Robotta, PLS,JD Melody Rocco, City Engineer
Joel Paulson, PLS, GISP 858.668.4653
[email protected]
City of -•-• Engineering Survey Services NV5 1 6
3.7 EXPERIENCE
AS-NEEDED CONTRACT EXPERIENCE
Having performed on-call and as-needed services for more than 50 agencies throughout Southern California for the past 54 years, we understand that staffing capacity, clear communication, strong project management skills, and technical excellence are the keys to efficient and effective as-needed contracts, and we will bring all of these skills to meet your needs.
Mike Stys, GISP,your Principal-in-Charge,Joel Paulson, PLS, GISP, Project Manager, and additional staff on the team all have experience working throughout the County of San Diego.
We understand that flexibility and responsiveness are critical in order to ramp up or down based upon conditions.
Our firm is structured to provide staff on very short turnaround times, responding to rapidly changing priorities and project needs. NV5 has demonstrated through our as-needed contracts that we are quick to respond with the correct team to solve any issue.
EXPERIENCE WITH ON-CALL/AS-NEEDED CONTRACTS WITHIN LAST FIVE YEARS Provided below are contracts of a similar nature that NV5 has performed over the last five years. Following the table are contracts with detailed descrptions of tasks.
..
. •
As-Needed Surveying I City of San Diego ✓ ✓ ✓ ✓ ✓ ✓ On-Call Surveying and Engineering I San Diego County Regional ✓ ✓ ✓ ✓ ✓ ✓ ✓ Airport Authority
On-Call Surveying and Mapping I San Diego Gas & Electric ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ On-Call Surveying I MiraCosta Community College District ✓ ✓ ✓ ✓ ✓ ✓ On-Call Surveying and Civil Engineering I City of National City ✓ ✓ ✓ ✓ ✓ ✓ On-Call Surveying Services I City of La Quinta ✓ ✓ ✓ ✓ ✓ ✓ On-Call Professional Land Surveying Services I City of Corona ✓ ✓ ✓ ✓ ✓ As-Needed Surveying Services I County of Riverside ✓ ✓ ✓ ✓ ✓ ✓ Redevelopment Agency
On-Call Surveying I City of Poway ✓ ✓ ✓ ✓ ✓ ✓ City • -•-• Engineering Survey Services NV5 1 7
3.7 EXPERIENCE
COMPLETION OF CITYWIDE RECORD All horizontal and vertical survey data collected were OF SURVEY processed through a rigorous least squares adjustments CITY OF SAN MARCOS I SAN MARCOS, CA using Trimble Business Center software, and final NV5 is currently contracted to update the City of San positions and reports will be generated.
Marcos' Survey Control Network and file a Record Record of Survey and GIS Database: NV5 is currently of Survey. The City has a control network that is creating a ESRI-compliant database that incorporates memorialized in Record of Survey Map No. 13928; spatial data and data sheets for each monument. however, the survey is out of date, and many of the Additionally, a Record of Survey will be prepared and original control monuments have been damaged or filed with the County of San Diego. destroyed. The project consists of the following phases: NV5 adhered to schedule and budget for each project performed under this contract.
Project Type: Horizontal and Vertical Control, Document - Research, Record Mapping, Agency Coordination, GPS Su rvey
Duration of Contract: 2018 - Present
AS-NEEDED LAND SURVEYING, AERIAL
SURVEYING, PHOTOGRAPHY, MAPPING
AND DIGITIZING SERVICES
CITY OF SAN DIEGO, CA
Initial Field Review: NV5 surveyors located existing NV5 has provided professional surveying services for the monument locations to assess each monument City of San Diego on 16 task orders. Below is a sample condition. All existing and proposed locations were of completed task orders:
documented with written and photographic descriptions. PARADISE HILLS MONUMENT SURVEY AND UTILITY The data was compiled into a GIS database that can SURVEY: Field monument survey and topographic utility be queried to review the observed conditions. The new survey covering approximately 2.06 lineal miles. The control points will meet the specifications recommended "Paradise Hills" project is a group utility project requiring in GNSS Surveying Standards and Specifications, ver. the collection of right-of-way monumentation and
1.1,joint publication by the California Land Surveyors existing utility feature locations within the work area.
Association and California Spatial Reference Center.
Coordination with City Staff: The project consists _ of establishing approximately 50 new survey control
monuments. NV5 reviewed existing and proposed
monument locations with City staff before installation of _ new monuments.
Monument Installation: Once the new monument
positions were approved, NV5 installed 2.5-inch brass
discs with the City of San Marcos Station Number
and Name.
Field Survey: After the installation of the monuments,
NV5 performed a rigorous GPS and leveling survey
in accordance with GNSS Surveying Standards and CLAIREMONT MESA EAST MONUMENT SURVEY Specifications, ver. 1.1, dated December 12, 2014. The AND UTILITY SURVEY: Field monument survey and survey utilized CORS Stations (Continuously Operating topographic utility survey covering approximately 4.18 Reference Station) and were tied to the California lineal miles. The "Clairemont Mesa East" project is a Spatial Reference System (CSRS), EPOCH 2O17.50 group utility project requiring the collection of right-of- (NAD 83). Each control point was observed using GPS way monumentation and existing utility feature locations survey methods at two (2)separate times for 20-to
40-minute observations. Digital leveling was performed within the work area. to determine elevations for each new control point. OCEAN BEACH BRANCH LIBRARY MONUMENT City of -•-• Engineering Survey Services NV5 1 8
3.7 EXPERIENCE
SURVEY&TOPOGRAPHIC SURVEY. Field monument and base mapping. survey and Topographic Survey for the Ocean Beach NV5 has established process improvement teams Branch Library project, located at 4801 Santa Monica with SDG&E's Real Estate Operations and Electric Avenue. The project site covers an approximately 1.25- Transmission Design teams. NV5 has reduced the acre area, together with portions of adjacent alleyway, turnaround time of various surveying/mapping projects Sunset Cliffs Boulevard and Santa Monica Avenue. by over 60%. The typical number of days for a surveying NESTOR MONUMENT SURVEY AND UTILITY SURVEY: and mapping distribution job is 10 days. Before Field monument survey and topographic utility survey. outsourcing these services,typical turnaround time was The project area covers approximately 6.01 linear miles closer to 30 days. within the City of San Diego's "Otay Mesa" Community The task orders issued under this contract range from Area. The "Nestor" project is a group utility project smaller "Daily Requests" (task orders)that range requiring the collection of right-of-way monumentation between 2-5 days to complete, such as distribution and existing utility feature locations as delineated within pole replacement or relocation,to larger projects such the work area. as the Sunrise Powerlink Right-of-Way Mapping and DEL MAR FIRE STATION AERIAL LIDAR AND the East County Substation Right-of-Way Mapping. All PHOTOGRAMMETRY SURVEY.Aerial LiDAR and projects and task orders require field surveys and may Photogrammetric survey for the future Del Mar Fire include tasks from tying into existing property or street Station project located in Del Mar. The project area right-of-way monumentation, placing 12kV distribution covers approximately 7.26-acres. poles,to performing large Public Land Survey System NV5 adhered to schedule and budget for each project boundary retracements. The projects frequently require performed under this contract. coordination with multiple jurisdictional agencies.
Project Type: Preliminary Surveying Services; NV5 adhered to schedule and budget for each project Monument Perpetuation/ Preservation; Right-of-Way performed under this contract. (ROW); Mapping; Utilities Survey; As-Built Survey; and Project Type: Preliminary Surveying Services; Monument Construction Surveying Services Perpetuation/ Preservation; ROW; Mapping; Utilities Duration of Contract: 2019 - Present Survey; As-Built Survey; and Construction Surveying Services
ON-CALL LAND SURVEYING AND Duration of Contract: 1994- Present
MAPPING
SAN DIEGO GAS AND ELECTRIC I SAN DIEGO, CA ON-CALL LAND SURVEYING AND
REPENGINEERING
SAN DIEGO COUNTY REGIONAL AIRPORT
AUTHORITY I SAN DIEGO, CA
NV5 has provided the San Diego County Regional Airport
Authority (SDCRAA) with surveying services on an as-
needed basis since 2003. NV5 has provided:
• Boundary surveys, lease platting, and legal
description preparation and review of deeds, maps,
and boundary lines.
` - • Aerial photogrammetry, conventional topographical surveying, and reviews of existing vertical
NV5 has provided surveying and mapping support benchmarks datums. services to San Diego Gas & Electric (SDG&E)since • Field surveying for surface and utility infrastructure 1994. NV5 provides surveying for distribution rights- mapping, and design support. of-way and transmission routes, boundary surveys,
field and aerial topographic surveys, site planning, • Geographical information compilation and mapping and forensic survey for court exhibits. Based on these and GIS data conversion. surveys, we prepared easement and right-of-way • Taxiway lane lead-in line layouts and light and heavy plats, legal descriptions, encroachment maps, record duty construction staking. of surveys, corner records, as-built drawings, expert • FAA Obstruction Surveys, and other miscellaneous witness services, incident exhibits, construction staking, City of -•-• Engineering Survey Services NV5 1 9
3.7 EXPERIENCE
I a . -.: - platform during project construction. The Survey ;r Procedures Manual was created as a concurrent project and outlines the Port's in-house survey capabilities and procedures to perform survey operations on Tidelands
Property.
foil NV5 adhered to schedule and budget.
a EWQW!ai
Project Type: Preliminary Surveying Services; Monument
Perpetuation/ Preservation; ROW; Mapping; Utilities
Survey; As-Built Survey; Construction Surveying Services; and Aerial Photography and Mapping Surveying
Duration of Contract: 2019- Present
surveys, such as aviation easements and declination ON-CALL LAND SURVEY AND CIVIL determination as assigned. ENGINEERING SERVICES • Coordination between the Authority and other CITY OF NATIONAL CITY, CA agencies such as SDG&E, NAVFAC Southwest, San Westside Mobility Improvements: NV5 staff provided Diego Port District, City of San Diego, and the United survey services for a group of pedestrian, bicycle and States Marine Corps Recruiting Depot, San Diego. traffic safety improvement projects within the Westside Much of the work on this contract was conducted within community of National City. the highly restricted access and traffic-controlled area Alley Paving Project: NV5's survey team worked on of the airport, requiring specialized driving and safety this APWA award-winning "Green Streets" project. training of all personnel. For each task, NV5 prepared Incorporating Low Impact Development techniques and a specific project plan that provided the Authority with complying with new stormwater regulations, the project an approach for meeting the specific project criteria. paved 13, 20-foot-wide alleys to provide improved The approach included methodology, equipment, access to residences whose homes front the alley ways. software, task schedule with milestones, deliverable
requirements, health and safety concerns, and the - budget. VrJJ
w �,
NV5 adhered to schedule and budget for each project JW `1 performed under this contract.
Project Type: Boundary; Topographic Design and Base
Mapping; Construction Surveying; Easement Acquisition;
LiDAR; Aierial Photography and Mapping
Duration of Contract: 2003- Present
CONSTRUCTION MANAGEMENT AND
SURVEY PROCEDURE MANUALS
PORT OF SAN DIEGO I SAN DIEGO, CA
NV5 worked with Port Staff to prepare a Construction Since many alleys within the project footprint served Management Manual (CM Manual) and a separate as sole access to residences, advance planning and Survey Procedures Manual. Both documents follow close coordination with residences and the City's the previously implemented Engineering-Construction construction management staff was required. Project Design Procedures Manual and presents a uniform constraints called for very detailed and intensive field approach to staff and consultants for properly surveys, design work and field coordination to match administrating the District's construction contracts existing garages, driveways, fences and other private and projects. NV5 created standardized inspection improvements along the frontage to reduce impacts and checklists, inspector's dailies, meeting templates, and keep reconstruction costs and resident impacts to a other industry common forms. The manual also includes minimum. guidelines for using the Virtual Project Manager software City of -•-• Engineering Survey Services NV5 I J.0
3.7 EXPERIENCE
Comfort Station at Sports Park: Survey services for Map Checking: NV5 provided map checking services. the replacement of existing, outdated restrooms at two We reviewed subdivision maps, parcel maps and corner locations with durable, fully ADA compliant, low-energy- records for technical accuracy and compliance with the use comfort stations to serve Sports Park patrons. Subdivision Map Act and Professional Surveyors Act.
Services provided included: survey, geotechnical Alley Surveys: NV5 worked with the City to perform investigation, records research, presentation of concept surveying in support of the design of 22 alleys. The design to Park& Recreation Committee, coordination field surveys included establishing survey control and of design development with Landscape, Architectural, field collection of existing features. After field work was Structural, and Mechanical, Electrical and Plumbing completed, topographic design survey exhibits were sub-consultants and preparation of final design drawings prepared. Survey data was verified by project walks to and specifications in CSI format. make sure that delivery was complete and seamless.
Fire Station 34 Boundary Survey: NV5 performed a Elm Avenue: NV5 performed design surveying of boundary survey, prepared and processed a Record Elm Avenue from 4th Street to 7th Street. Aerial of Survey for the Fire Station 34 site, located at the photogrammetry was supplemented by street cross- northwest corner of 16th Street and D Avenue. sections using conventional field technology in order NV5 adhered to schedule and budget for each project to obtain a high level of accuracy. NV5 also prepared a performed under this contract. Record of Survey to document resolution of centerline Project Type: Preliminary Surveying Services; Monument intersections and the installation of well type survey Perpetuation/ Preservation; ROW; Topographic Design monuments. and Base Mapping; Utilities Survey; As-Built Survey; NV5 adhered to schedule and budget for each project Construction Surveying Services; and Aerial Photography performed under this contract. and Mapping Surveying Project Type: Preliminary Surveying Services; Monument Duration of Contract: 2019 - Present Perpetuation/ Preservation; ROW; Topographic Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. and Base Mapping; Utilities Survey; As-Built Survey; and ON-CALL LAND SURVEYING Construction Surveying Services CITY OF IMPERIAL BEACH, CA Duration of Contract: 2014- Present NV5 is providing as-needed surveying services, including design surveying, map checking, document preparation, ON-CALL LAND SURVEYING SERVICES monument installation, and litigation support services. CITY OF POWAY, CA NV5 is providing on-call services as requested by the
City. Work requested included:
Stone Creek Canyon Vegetation Mitigation and
LOMR: NV5 provided land surveying and engineering
_ services for vegetation management and letter of Map Revision (LOMR)for Stone Creek Canyon. NV5 surveyors
performed geodetic survey control in order to position
y aerial panel layout as well as ground surveying. The J_ ground surveying included survey of obscured ground, ' creek features, tree locations, walls and fences.
NV5 surveyors prepared and delivered accurate aerial
photogrammetry and 1-foot contour topography. The
survey information supported hydrologic and hydraulic
analysis and LOMR Preparation.
Citrus Avenue Sidewalk Infill Project: NV5 performed NV5 surveyors represented the City of Poway by acting both boundary and aerial and conventional topographic in a courteous manner and addressing questions with surveying of Citrus Avenue between Alabama Street and respect and decorum. Some property owners requested Rainbow Drive in Imperial Beach. Aerial photogrammetry that surveyors announce themselves when entering was supplemented by street cross-sections using the area of work. Questions that could not be answered conventional field technology in order to obtain a high by the field staff were directed to the appropriate City level of accuracy. project manager.
City • -•-• Engineering Survey Services NV5 I I.J.
3.7 EXPERIENCE
City Fire Protection Project, Budwub Lane, Green Train Park Topographical Survey: NV5 performed and Valley: NV5 provided survey, design and bidding support provided a survey of the existing site conditions for the for the construction of approx. 7,900-LF of 10-and Old Poway Park Train Track. NV5 surveyed the existing 8-inch water lines to improve fire protection in the Green track, auto grade crossings, bridges and pedestrian Valley area. Services included project management, crossings with elevation of the individual rails at 10-foot communications, quality control, preliminary intervals. investigation, and preparation of final construction Additionally, the horizontal geometry of the track was documents. NV5's design team gathered information established as an alignment with tangent, spiral and applicable to the project including reports, maps, as- curve data. Some of the features that were accurately built drawings, standard specifications, survey data, located were beginnings and ends of spiral, circular and agency requirements to prepare conceptual plans. and tangent sections;top of rail elevations; both high After concept plans were approved, NV5 contacted and low rail within circular curves to identify track utility providers in the area, researched the locations of level cross-level; grade crossing paving; signals and water, sewer, electricity,telecommunications and gas warning devices; signal cabinets; points of frog; bridge service facilities, and coordinated permit requirement abutments,top of deck, edge of bridge and the corners with affected agencies for the proposed alignment. of the locomotive barn. NV5 surveyors performed their NV5 provided all design surveying services for this work without disturbing or interrupting park visitors. project. During this phase, NV5 surveyors located street and boundary monuments to resolve and determine NV5 adhered to schedule and budget for each project boundary and rights-of-way. performed under this contract.
Project Type: Preliminary Surveying Services; Monument
Perpetuation/ Preservation; ROW; Topographic Design
and Base Mapping; Utilities Survey; As-Built Survey; and Construction Surveying Services
- Duration of Contract: 2017 - Present
STUDY OF DISTRICT INFRASTRUCTURE
AND SURVEY OF BOUNDARIES
MIRACOSTA COLLEGE, OCEANSIDE, CA
IM MiraCosta Community College District's Oceanside, San Elijo, and Community Learning Center campuses are
supported by utilities and infrastructure of various ages and conditions. With the limited mapping of its wet and dry utilities and outdated utility and site infrastructure mapping,the District selected NV5 to provide surveying, utility mapping, GIS, and master planning services for
Oak Knoll Roadway Improvements: NV5 designed each campus in order to properly plan for future campus roadway improvements for Oak Knoll Road for the City of upgrades and infrastructure improvements.
Poway. The 1-mile road improvement project stretched
through a variety of zoned areas, which required the • Creation of GIS database and campuswide mapping roadway design to vary throughout its length and meet system; the unique needs of each zoned area - commercial, - Incorporation of Utility Mapping and Plan Database high density and residential. into Campus GIS; In support of the design, NV5 surveyors performed • Provide GIS training to Campus Facilities a street right-of-way and boundary survey in order to Management Staff; show adjacent property boundaries as well as the street - Update and preparation of campus survey control centerlines. NV5 also performed street cross-sections mapping; and topographic survey data collection and utility • Upgrade and preparation of campus boundary locations. Surveyors had the opportunity to interact with survey with easements clearly plotted; landowners and other concerned community members. • Mapping of current utilities to allow for the efficient NV5 represented the City of Poway in a professional and and timely analysis of each utility system; courteous manner.
City of -•-• Engineering Survey Services NV5 1 12
3.7 EXPERIENCE
ON-CALL CONSTRUCTION SURVEYING
SERVICES
CITY OF LA QUINTA, CA
NV5 is providing on-call to provide construction survey services on various projects throughout the City.
Representative projects include:
• Street cross-sections on Monroe Street at Mountain
View Lane
a • Topographic Survey of the La Quinta Library
• Construction Staking Services for the West Parking
Lot of La Quinta Library
• Topographic Survey of the Art Park of the Desert at
• Catalog and scanning of current plans, documents Avenida Montezuma and data into a potentially paperless data base; • Construction Staking services for Fritz Burns Park • Boundary Encroachment Exhibits; • Construction Staking Services for the Pickleball • Master Planning support; and courts at Fritz Burn Park • General Consultation. • UAV services for Silver Rock Golf Course The deliverables were completed on time and within • Legal Description and Plat for All American Canal budget and provided the District with accurate through Silver Rock Development information in support of infrastructure upgrades on The deliverables were completed on time and within each of its campuses. budget and provided the District with accurate Project Type: Boundary and extensive Infrastructure information in support of infrastructure upgrades on Mapping; GIS Database Creation; Construction Staking; each of its campuses. and As-Built Surveying Project Type: Boundary and extensive Infrastructure Duration of Contract: 2005- Present Mapping; GIS Database Creation; Construction Staking; As-Built Surveying
Duration of Contract: 2016- Present
EXCEPTIONS TO THE RFP
NV5 takes no exceptions to the RFP, including the Sample Agreement.
City • -•-• Engineering Survey Services NV5 1 13
WORK PRODUCT EXAMPLE
City of Vista I As-Needed Engineering
Survey Services - I
100 of 190
I
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43.19 IL 43.35 FL 43.3 2AL �
43.14 FL 43.09 FL 43.44 FL43.19 FL 43.35 FL 43.34 0 TEL COM BOX
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43.48 TC
43.00 FL 43.49 TC 43.47 TC I R O IRRIGATION VALVE
42.74 FL 42.73 FL 43.57 TC 43.65 TC 43.70 TC 43.58 TC ®
43.07 FL .23 FL
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*1L AMPHITHEATER THE COORDINATES ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1983 (NAD83) AND ARE RESTAURANT P EXPRESSED IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM 1983, ZONE VI, AT EPOCH 2O11.00 SHOWN IN J RECORD OF SURVEY 21787 AS RECORDED WITH THE COUNTY OF SAN DIEGO, AND ARE BASED ON POINTS V. "2102" AND "2131".
15 14.85' ; I BENCHMARK P
X ELEVATIONS ARE DERIVED FROM THE NATIONAL GEODETIC SURVEY BENCHMARK "PIER NO2 1933" LOCATED IN THE TOP CURB OF THE OCEANSIDE PIER.
1 X81' THE PUBLISHED ELEVATION OF "PIER NO2 1933" IS 28.65 SFT. AND IS BASED ON NAVD88
SD GRATE
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14.70' I IRI1 14.79' THE BOUNDARY LINES ffS) SHOWN HEREON ARE PER RECORD GIs DATA ONLY, NO EFFORTS WERE x
SDMH MADE TO RECTIFY RECORD DATA TO FIELD CONDITIONS 14 8
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_ Ak W THIS IMAGERY IS SHOWN FOR REFERENCE ONL Y. 1616'
14.54' ^^ _.; 16X 6' X 14X6' THIS PLAT WAS PREPARED BY ME OR UNDER MY I AND lA DIRECTION IN CONFORMANCE WITH THE PROFESSIONAL S�0 SUS PgOI
LAND SURVEYOR'S ACT ON NOVEMBER 20, 2021.
` PLANTERS No. 6637 z • � 7 vQ s s Q _ N I ` JOEL F. PAULSON L.S. 6637 OF \F���\
CA1.
DATE: 5/20/2021 TIME: 1:40:03 PM NO. BY DATE REVISIONS:
SHEETNUMBER
SERVER: NONE LAYOUT: Layout-Sheet-1 TOPOGRAPHIC SURVEY 1 PATH: 20210520-0-SI DE-PI ER-EXTO-JFP.DWG
DRAWING NAME: 20210520-0-SIDE-PIER-EXTO-JFP.DWG OCEANSIDE PIER OF SHEETS SCALE
PAGE SETUP: PDF VERTICAL: 1"=N/A DESIGNER: JRN PROJ. MGR: JRN 15092 AVENUE OF SCIENCE, SUITE 200 CITY OF OCEANSIDE HORIZONTAL: 1"= 10'
NCAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these SAN DIEGO, CA 92128 JOB NUMBER Q plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. P: 858.385.0500 WWW.N V5.COM [PREPARED FOR: DATE SUBMITTED: 5/20/2021 L227621-0001098.00 06/13/2023 C3 101 of 190
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DATE: 5/20/2021 TIME: 1:40:07 PM NO. BY DATE REVISIONS:
SHEETNUMBER
SERVER: NONE LAYOUT: Layout—Sheet-2 TOPOGRAPHIC SURVEY 2 PATH: 20210520_0_SI DE—PI ER—EXTO—JFP.DWG
DRAWING NAME: 20210520_0—SIDE—PIER—EXTO—JFP.DWG O C E A N S I D E PIER OF SHEETS SCALE
PAGE SETUP: PDF VERTICAL: 1"—N/A DESIGNER: JRN PROJ. MGR: JRN 15092 AVENUE OF SCIENCE, SUITE 200 CITY OF OCEANSIDE HORIZONTAL: 1"= 10'
N CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these SAN DIEGO, CA 92128 JOB NUMBER CA
Q plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. P: 858.385.0500 WWW.N V5.COM PREPARED FOR: DATE SUBMITTED: 5/20/2021 227621-0001098.00 06/13/2023 C3 102 of 190
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DATE: 5/20/2021 TIME: 1:40:11 PM NO. BY DATE REVISIONS:
SHEETNUMBER
SERVER: NONE LAYOUT: Layout—Sheet-3 TOPOGRAPHIC SURVEY 3 PATH: 20210520_0_SI DE—PI ER—EXTO—JFP.DWG
DRAWING NAME: 20210520_0—SIDE—PIER—EXTO—JFP.DWG O C E A N S I D E PIER OF SHEETS SCALE
PAGE SETUP: PDF VERTICAL: 1"—N/A DESIGNER: JRN PROJ. MGR: JRN 15092 AVENUE OF SCIENCE, SUITE 200 CITY OF OCEANSIDE HORIZONTAL: 1"= 10'
NCAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these SAN DIEGO, CA 92128 JOB NUMBER Q plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. P: 858.385.0500 WWW.N V5.COM PREPARED FOR: DATE SUBMITTED: 5/20/2021 227621-0001098.00 06/13/2023 C3 103 of 190
MSURVEY GRADE
1 Of1
Project Name: Inst Pt: HI:
Job Number: 226815-000061GK Bkst: Rod:
Task: CURB STAKES AT HDD SENDING M(LA JOLLA PRKWY SOUTH) BM: Chk:
Date: 02/21/2023 O/S: 5FT H To: CURB FACE Checked: TDAVIS STAKED BY: STUART/WAGNER V TO: Top of Curb PT. NO. DESCRIPTION STA ELEVATION PLAN/GRADE CUT/FILL/RUN/RISE/TO STORE BEG TRANS 9+95 235.70 235.35 C-0.35' 109527 ACTUAL
BEG G CURB 10+00 236.07 235.72 C-0.35' 109526 &GRD BRK
POL 10+25 237.93 237.79 C-0.14' 109525 POL 10+50 239.78 239.42 C-0.36' 109524 POL 10+75 241.69 241.49 C-0.20' 109523 PC/GB 10+99.87 243.67 243.55 C-0.12' 3109522 BVC-POC 11+15.51 244.92 244.78 C-0.14' 109521 A/4-POC 11+25.51 245.72 245.54 C-0.18' 109520 A/2-POC 11+35.451 246.50 246.29 C-0.21' 109519 3/40-POC 11+45.51 247.25 247.00 C-0.25' 109518 EVC-PCC 11+55.52 247.77 247.68 C-0.09' 109517 &TRANS PT
TIE IN 11+59.94 247.81 ACTUAL-MATCH 109510 06/13/2023 C3 104 of 190
R. OF S. NO. a m3 7 :31
1003
UNITS UN/NCORPORA TED (P478) SHEET 1 OF 9 SHEETS �
HORIZONTAL COORDINATES AND ELEVATIONS 1005 COUNTY OF PURPOSE OF SURVEY AS SHOWN HEREON ARE IN TERMS OF THE �` RECORD OF SURVEY tVTO
U.S. SURVEY FOOT (I.E. ONE = 1200/3937 METERS), R} SAN DIEGO // THE PURPOSE OF THIS SURVEY IS TO ESTABLISH A LOCAL NETWORK OF OF A GEODETIC CONTROL NETWORK, IN THE CITY OF SAN MARCOS, IN THE COUNTY OF UNLESS OTHERWISE NOTED.
(— CALIFORNIA GEODETIC COORDINATES AND CALIFORNIA ORTHOMETRIC HEIGHTS SAN DIEGO, STATE OF CALIFORNIA.
FOR THE CITY OF SAN MARCOS IN ACCORDANCE WITH THE CALIFORNIA / \ / /) I RESOURCES CODE SECTIONS 8801-8819, 8870-8880 AND 8890-8902 SURVEYOR'S STATEMENT / . r CP-006
'% I SURVEY CONTROL MONUMENT O YP, THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN
CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT, j // (lb"b` �F SAN A T THE REQUEST OF THE Cl TY OF SAN MARCOS /N MA Y 4, 2020. j , AS STARED
�/ i (cp-m �� ��� Ls6�la 0 BY KE N/McHUGH JRW AND HST TAG AN Ln
WAS STAMPED ON THE MONUMENTS I, C- ` D sp9 001� S _'�'`�1 CP-007 I � o v NICHOLAS A. ROSSI HAVE TAKEN / .5�2 �``� °�0 A• yo G�� / � `� G� 'g p,a° �o RESPONSIBLE CHARGE OF THIS 10 �7 1 � V z J, •'��-� L SURVEY SINCE HIS DEPARTURE. \ \ No.L9149 � � �►� 1 / I EY CON NICHOLAS A. ROSSI, LS 9149 DATE I CP-020 j 1
78 I ' � CP-008 // �� YO � ��.� SURVER'S STATEMENT F OF cAt\ cirY of �p
r
CITY OF VISTA / ESCOND/DO THIS MAP HAS BEEN EXAMINED IN ACCORDANCF,�,�NI TH SECTION 8766 OF THE iCP-021 —/
PROFESSIONAL LAND SURVEYOR'S ACT THIS 4-_ DAY OF 011911809 , 2020. / CP-per
CP-m 1 `�� I V LAND S/, /
/ / CP-002 \ I R MONO L. MA THE PLS 6185 z o ��
cP 102 COUNTY SURVEYOR 6185 rn �� ( 15
• cP-022 I cP-rns A \I� LEGEND ��TF Fo�,�P {� OF �AL� /V �� / ��-� CP-Oi2 ` Fl INDICATES SHEET NUMBER.
——— — -' / ---- — ---- INDICATES CITY OF SAN MARCOS BOUNDARY 1401 I � — —
CP-023 [5]
t 0011
1004 -' ' ' ' ' ', r INDICATES NORTH COUNTY TRANSIT DISTRICT (NCTD) RAIL / cp- (RAAP) __ _ _ _ INDICATES POINTS OF INTEREST Cp-o31 / CITY OF -cp a'-" cp7m, �-►� INDICATES CONTINUOUS GLOBAL POSITIONING SYSTEM (CGPS)
STATION AS
SAN MARCOS
0 1 ��� / � ( * NOTED; HELD FOR CCS83 / CGC83 CONSTRAINTS FOR THIS SURVEY /
1 CP-\024 �CP-014 I �� � INDICATES CONTNUOUS GLOBAL POSITIONING SYSTEM (CGPS) STATION AS 1 / CP-016 NOTED, DERIVED CCS83 / CGC83 REFERENCED DURING TTIIS SURVEY. cp-0v 1 LAKE } I ■ INDICATES FOUND VER77CAL CONTROL MONUMENT AS NOTED; HELD FOR a SAN MARCOS ( COH88 CONSTRAINT �-on
S I I� CP-026 CP-016 i INDICATES SET MONUMENT AS NOTED. �— I 1 INDICATES SET MONUMENT AS NOTED & LEVELED.
CP-036 /
1 I R.Q S. INDICATES RECORD OF SURVEY MAP sl
j / ( CP-027 ( P.M. INDICATES PARCEL MAP CF INDICATES COMB/NA 77ON FACTOR
/ / I F ( CCS83 CALIFORNIA COORDINA TE SYSTEM OF 1983 / CGC83 CALIFORNIA GEODETIC COORDINATES OF 1983 I I
I CGPS CONTINUOUS GLOBAL POSITIONING SYSTEMS cp
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- COH88 CALIFORNIA ORTHOMETRIC HEIGHTS OF 1988 Qr- F61 CP-026 I� J� 1� a ( CSM CITY OF SAN MARCOS CP-038 GRAPHIC SCALE CSRC CALIFORNIA SPA TIAL REFERENCE CENTER UN/NCORPORA TED I °' 3000' 6000' 9000' 12000' ON. DOWN
COUNTY OF SCALE.• 1"= 3000' M METERS 1 1 SAN DIEGO NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 j CITY OF ( I ( RECORDER S STA TEMENT NGS NATIONAL GEODETIC SURVEY CARLSBAD NGVD29 NATIONAL GEODETIC VERTICAL DATUM OF 1929 FILE No. 20Z0_7000375
NSRS NA TIONAL SPA TIAL REFERENCE SYSTEM
CP-m `%% I FILED THIS DAY OF NOV Elhtt3ER, 2020 A T 3:3Z O'CLOCK OPUS NGS ONLINE POSITIONING USER SERVICE / 0 Q.M. IN BOOK OF RECORD OF SURVEY MAPS AT PAGE USFT UNITED STATES SURVEY FOOT Q) AT THE REQUEST OF THE NICHOLAS A. ROSSI. o j VER ICON NGS NORTH AMERICAN VERTICAL DATUM CONVERSION TOOL 0 00 /
N 1002 ERNEST J, DRONENBURG, JR.
COUNTY RECORDER B
(D8ME) Y-FEE. t 107.00 DEPUTY COUNTY R DER z
APN: 182-075-03, 218-441-58, 219-163-02, 220-181-46, 228-670-23, ET AL.V 5CALIF COORD. INDEX: 354-1719 15092 AVEN i (�, S200 C3 105 of 190 SAN DtEGV0 A 1
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METHODOLOGY BASIS OF COORDINATES SHEET 2 OF 9 SHEETS CALIFORNIA GEODETIC COORDINATE OF 1983 CONSTRAINTS THE BASIS OF COORDINATES FOR THIS SURVEY IS THE CALIFORNIA COORDINATES OF 1983 THIS SURVEY WAS CONSTRAINED TO THE STATIONS DSME, VTOR, AND CLBD AND CONSTITUTE (CCS83), ZONE VI, (EPOCH 2O17.50) AS DETERMINED LOCALLY BY THE FOLLOWING THE BASIS OF CALIFORNIA GEODETIC COORDINATE CONTROL, WITH CHECKS TO P478 AND CALIFORNIA SPATIAL REFERENCE NETWORK OR EQUIVALENT CONTINUOUS GLOBAL POSITIONING RAAP. SYSTEMS (CGPS) CONTROL STATIONS.
DSME, CLBD, RAAP, P478, VTOR ARE CONTINUOUS STATIONS AS A PART OF THE SOPAC CSRC CGPS NETWORK AND PUBLISHED VALUES ARE EPOCH 2O17.50. GPS DERIVED BASIS OF COORDINATES ELEVATIONS WERE COMPUTED USING GEO/012B.
POINT NO. STATION NAME LA TI TUDE LONGI TUDE ELLIP PUBLISHED SOURCE (USFT) ACCURACY (95q)
STATIC GPS OBSERVATIONS WERE PERFORMED BETWEEN OCTOBER A 2018 AND MAY 2, 2019.
A MIN/MUM OF FOUR STA TIONS WERE OBSERVED S/MUL TANEOUSL Y FOR 30 MINUTE SESSIONS 1001 CLBD N33°O8'O7.38182" W117°18'39.46940" 69.99 0.01 (3mm) CSRC ALL STA TIONS WERE OBSERVED A T LEAST TWICE SEPARA TED BY A T LEAST 3 HOURS FOR REDUNDANT SATELLITE GEOMETRY. BASELINE PROCESSING WAS COMPLETED USING TRIMBLE 1002 DSME N33O2'11.3I35O" W117'14'58.28754" 186.55 0.01 (3mm) CSRC BUSINESS CENTER SOFTWARE VERSION 5.10. PARAMETERS WERE SET TO UTILIZE 1-SECOND EPOCH DATA COLLECTED OVER 15 DEGREES ABOVE THE HORIZON. 1003 P478 N33°14'08.56716" W117°O4'17.68478" 1221.47 0.01 (3mm) CSRC INDEPENDENT BASELINE PROCESSING WAS PERFORMED USING OPUS FOR SEVERAL 1004 RAAP N33 02'32.04202" W116 55'02.05349" 1298.42 0.01 (3mm) CSRC OBSERVATIONS AND CONVERTED TO EPOCH 2O17.50 UTILIZING NGS HTDP WITH DERIVED COORDINATES AND ORTHOMETRIC HEIGHTS ACHIEVABLE WITH 0.05 FEET (15 my). 1005 VTOR N33°13'30.04659" W117°11'35.42461" 1248.86 0.01 (3mm) CSRC
ADDITIONAL INDEPENDENT VERIFICATION WAS PERFORMED USING AN AUTONOMOUS BASE
LOCATION USING SINGLE BASELINE RTK OBSERVATIONS FOR ALL SET AND FOUND POINTS FOR THIS SURVEY. HORIZONTAL AND VERTICAL CHECKS WERE 0.02 FEET (6 MY), AND 0.06 FEET (18 MM), RESPECTIVELY
BASIS OF ELEVA TIONS
HIGH PRECISION DIFFERENTIAL LEVEL LOOPS WERE RUN THOUGH OVER HALF OF THE CONTROL THE BASIS OF ELEVA TIONS FOR THIS SURVEY IS THE CALIFORNIA OR THOME TRIC HEIGHTS OF POINTS. THE METHODS USED ADHERE TO CAL TRANS SECOND ORDER SPECIFICATIONS DATED 1988 (COH88) AND ARE IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 1988 2006. (NAVD88) BASED LOCALLY UPON THE FOLLOWING VERTICAL CONTROL STATIONS:
BASIS OF ELEVATIONS
ORTHO HT PUBLISHED
OBSERVA TION EOUIPMENT POINT N0. STATION NAME (USFT) ACCURACY (957) SOURCE TRIMBLE GPS AND GNSS R1O MODEL RECEIVERS AND 2-METER FIXED HEIGHT TRIPODS. 102 78-10.62 (587.65)** 0.02 (6mm) CAL TRANS SURVEY REQUEST SR12-197 TRIMBLE DiNi 2 DIGITAL LEVEL AND BARCODE ROD.
103 78-11.7 547.41 0.01 (3mm) CAL TRANS SURVEY REQUEST SR12-197 104 78-13.OR 585.53 0.01 (3mm) CAL TRANS SURVEY REQUEST SR12-197 ACCURACY STATEMENT 105 78-13.5L 595.90 0.02 (6mm) CAL TRANS SURVEY REQUEST SR12-197 HORIZONTAL COORDINATES AS SHOWN HEREON MEET THE REQUIREMENTS FOR CALIFORNIA 106 78-14.25 647.52 0.02 (6mm) CAL TRANS SURVEY REQUEST SR12-197 GEODETIC COORDINATES OF 1983 (CGC83) AND THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), SECTIONS 8870-8880 AND 8801-8819 OF THE CALIFORNIA PUBLIC ** SEE SHEET 9 RESOURCES CODE RESPECTIVELY. INCLUDING A LOCAL ACCURACY CLASSIFICATION OF 0.03 FEET (1 CM) 959; CIRCULAR ERROR PROBABLE ACCORDING TO THE FEDERAL GEOGRAPHIC DATA COMMITTEE "GEOSPACIAL POSITIONING ACCURACY STANDARD, PART 2, GEODETIC CONTROL NETWORKS" FGDC-STD-007.2-1998.
ELEVATIONS AS SHOWN HEREON MEET THE REQUIREMENTS FOR CALIFORNIA GEODETIC COORDINATES OF 1983 (CGC83) IN ACCORDANCE WITH CHAPTER 5 OF THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8890-8902. INCLUDING A LOCAL ACCURACY CLASSIFICA TION OF 0.07 FEET (20M) 957 ERROR PROBABLE RELATIVE TO THE LOCAL NACO88 DATUM ACCORDING TO THE FEDERAL GEOGRAPHIC DATA COMMITTEE `GEOSPA TIAL POSITIONING ACCURACY STANDARD, PART 2, GEODETIC CONTROLS NETWORKS" FGOC-STD-007.2 - 1998.
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CGC 83 COORDINATES CCS 83 COORDINATES COH88 COH88 SHEET 8 OF 9 SHEETS (2017.50) (2017.50) DERIVED PUBLISHED
ELLIP HT NORTHING FASTING ELEVA TION ELEVA TION COMBINA TION POINT ND. STA TION NAME LA TI TUDE LONGI TUDE (USFT) (USFT) (USFT) (USFT) (USFT) FACTOR DESCRIPTION ORIGIN SOURCE 1 CP-001 N33 08'33.72952" W117°06'52.57634" 597.56 1996646.62 6297016.36 707.23 - 0.99995968 NE'L Y SIDE OF ROCK SPRINGS RD. 50' NORTH OF INTERSECTION OF ROCK SPRINGS RD. @ VIDA'S CR. SET 2 CP-002 N33 09'10.37737" W117°07'15.46452" 601.41 2000366.69 6295101.26 711.08 - 0.99995911 SE'L Y CORNER, ECR OF WOODBRIDGE RD. @ BENNETT A VE. SET 3 CP-003 N33O9'12.8OO44" W117'08'3O.53719" 585.24 2000665.53 6288721.11 695.26 - 0.99995907 NW'LY SIDE OF BORDEN RD. 140' f SOUTH OF GINA LN. SET 4 CP-004 N33 09'S7.91014" W117°09'O9.59591" 623.99 2005253.19 6285440.06 734.04 - 0.99995841 SE'L Y BACK OF SIDEWALK BETWEEN 761 & 763 PEBBLE BEACH DR. SET 5 CP-005 N33°10'34.41651" W117°O8'22.19251" 674.28 2008908.15 6289500.89 783.94 - 0.99995791 El Y SIDE OF INTERSECTION OF OLIVE ST. @ LOW CHAPARRAL DR. SE CORNER OF CONC. PAD OUTFALL. SET 6 CP-006 N33°11'03.82953" W117O9'11.57461" 604.22 2011916.91 6285329.58 714.03 - 0.9999575J WALNUT GROVE PARK, SEE DETAIL "A" SET 7 CP-007 N33°10'24.57515" W117°09'34.39241" 567.88 2007966.45 6283355.84 677.98 - 0.99995804 BACK OF WALK OF NE CORNER OF INTERSECTION OF LA CIENEGA RD. @ NORTH TWIN VALLEY OAKS RD. SET 8 CP-008 N3309'54.19837" W117°10'38.87250" 721.04 2004944.66 6277848.11 831.53 - 0.99995846 BACK OF WALK ON CATCH BASIN IJ22 AT 821 VIA BARQUERO. SET 9 CP-009 N33O9'2O.41O43" W117°O9'50.56348" 565.27 200149357 6281924.54 675.65 - 0.99995896 TOP OF CURB NW SIDE OF CHESA PEA KE CT. CUL-DE-SAC 8' SE OF FIRE HYDRANT NORTH OF SET CATCH BASIN 1017, 129 CHESAPEAKE CT.
10 CP-010 N33 O8'39.25931" Wi 17*09'11.23615" 491.00 1997305.43 6285231.79 601.36 - 0.99995959 TOP OF CURB CATCH BASIN 0825 /N FRONT OF 456 E. MISSION RD. 180' EAST OF FALCON PL. SET 11 CP-011 N33 08'07.30248" W117'08'39.76881" 565.56 1994052.61 6287879.51 675.82 - 0.99996011 SIDEWALK AT ENTRANCE OF ALDER GLEN TOT LOT SEE DETAIL "C" SET 12 CP-012 N3308'37.00242" W117°O7'50.94393" 592.66 1997018.94 6292056.50 702.63 - 0.9999596J N'LY BACK OF WALK /N FRONT OF 1260 SUTTER LN. 60' WEST OF THE NW ECR OF SET INTERSECTION CAMINO MATEO @ SUTTER LN.
13 CP-013 N33 07'S8.59244" W117°07'14.43491" 604.31 199JI10.90 6295128.20 714.20 - 0.99996026 El Y SIDE OF NORDAHL RD. 138 f NE OF WESTBOUND OFF RAMP HWY 78. SET 14 CP-014 N33 07'45.02042" W117'08'12.34365" 650.70 1991780.72 6290192.35 760.91 - 0.99996049 NW CORNER CA TCH BASIN NE CORNER OF KINGDOM HALL 1111 LA MOREE RD. SET 15 CP-015 N33 07'08.08082" W117°08'47.91295" 1107.82 1988073.24 6287135.54 1218.25 - 0.99996114 NW CORNER OF CATCH BASIN 0376 INTERSECTION OF WASHINGTONIA DR. @ CORONADO HILLS DR. SET 16 CP-016 N33O7'36.16730" W117°O9'27.90432" 617.28 1990941.26 6283759.10 727.82 - 0.99996065 CAL STATE UN/VERS/TY SAN MARCOS PARK/NG LOT "F", SEE DETA/L "B" SET 17 CP-017 N33 08'07.94784" W117°O9'47.80663" 462.62 1994167.98 6282094.76 573.25 - 0.99996010 SLY SIDEWALK 128' f EAST OF INTERSECTION OF TWIN OAKS VALLEY RD. @ E. CARMEL ST. SET ACROSS FROM 76 GAS STA TION.
18 CP-018 N33 08'46.75113" W117°10'40.84519" 463.23 1998129.51 6277619.76 574.00 - 0.99995947 SW CORNER OF CA TCH BASIN 0004, S'L Y OF El Y DRI VEWA Y OF SAN MARCOS UNITED METHODIST SET CHURCH, 106 f N L Y OF INTERSECTION OF MISSION RD. @ ABERDEEN A VE. 19 CP-019 N33O9'27.21863" W117°11'16.10579" 498.42 2002246.21 6274658.68 609.19 - 0.99995885 NW CORNER OF CATCH BASIN 0296 92' f EAST OF INTERSECTION SET OF CORTE GALANTE @ CAMINO DEL SOL.
20 CP-020 N33°10'09.32290" W117°11'55.37879" 523.10 2006531.75 6271358.84 633.92 - 0.99995825 SW CORNER OF FIRE HYDRANT PAD AT NE CORNER OF SET INTERSECTION OF BELLA VISTA DR. @ MIRA SOL DR.
21 CP-021 N33O9'34.24142" W117°12'3252038" 329.69 2003015.08 6268169.27 440.82 - 0.99995875 113' f NW OF THE INTERSECTION OF MIMOSA AVE. @ POINSETTIA AVE. SOUTH OF HWY 78. SET 22 CP-022 N3308'54.932O8" W117°11'56.68532" 473.09 1999014.36 6271179.34 584.17 - 0.99995935 CENTER MEDIAN 150' f SW OF THE INTERSECTION OF RANCHO SANTA FE RD. @ DESCANSO AVE. SET 23 CP-023 N3308'20.46808" W117°1121.88977" 423.38 1995504.43 6274106.21 534.42 - 0.99995990 NE CORNER OF CATCH BASIN 0897, El Y SIDE OF VIA VERA CRUZ, SET 150 f NORTH OF INTERSECTION OF VIA VERA CRUZ @ LINDA VISTA DR. 24 CP-024 N33 07'39.60641" W117°10'46.91662" 526.69 1991348.05 6277043.05 637.61 - 0.99996059 TOP OF CURB IN FRONT OF 640 SHENANDOAH A VE. SET 25 CP-025 N33 07'07.41675" W117°O9'S3.80046" 660.36 1988054.81 6281531.41 770.99 - 0.99996116 NORTH SIDEWALK 50' f WEST OF INTERSECTION OF TWIN OAKS VALLEY RD. @ SOUTH VILLAGE DR. SET 26 CP-026 N3305'50.8828O" W117°1O'28.79747" 776.81 1980346.09 6278486.42 887.93 - 0.99996261 5' WEST OF EDGE OF PA VEMENT ON A TTEBURY DR. 150' f NORTH OF SET INTERSECTION OF ATTEBURY DR. @ QUESTHAVEN RD.
27 CP-027 N3306'33.3O584" W117°1041.12940" 1502.04 1984642.93 6277475.54 1613.10 - 0.99996179 TOP OF CURB NW CORNER OF DOUBLE PEAKS PARKING LOT. SET 28 CP-028 N3307'10.08505" W117°1121.96327" 613.89 1988391.16 6274035.86 725.05 - 0.99996111 SOUTH SIDE OF VISTA COLINA TOP OF CURB, ACROSS FROM IJO9 VISTA COLINA DR. DRIVEWAY. SET 29 CP-029 N330751.14226" W11772'03.83819" 405.07 1992572.93 6270512.41 516.41 - 0.999960J9 WEST SIDE OF DISCOVERY ST. 150' f SE'LY OF SET o INTERSECTION OF DISCOVERY ST @ SAN MARCOS BL VD.
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30 CP-030 N33 08'40.1693I" W117°12'S7.01547" 439.08 1997569.45 62660J6.39 550.48 - 0.99995958 N'L Y SIDEWALK OF CUL-DE-SAC OF ARBORVIEW DR. EAST OF POINSETTIA AVE. SET 0 31 CP-Oil N33 07'S3.44743" W117°13'36.94849" 395.98 1992879.10 6262596.97 507.73 - 0.999960J5 MEDIAN OF W. SAN MARCOS BLVD. 400' f EAST OF BUSINESS PARK DR. SET 32 CP-032 N3307'12.39819" W117°12'56.69178" 49326 1988698.54 6265981.74 604.89 - 0.99996107 40' f SOUTH OF SE'LY BCR OF INTERSECTION OF HERMOSITA DR @ CAMINO DEL ARROYO DR. SET Lo 33 CP-033 N33 05'S4.01647" W117°11'33.94733" 602.78 1980712.43 6272947.15 714.16 - 0.99996255 NE'L Y END OF CUL-DE-SAC OF CALISTOGA WAY 50' f SOUTH OF TRAIL ENTRANCE. SET 00 SLY CORNER OF CATCH BASIN 1058, SOUTH SIDE OF SAN ELIJO RD @ HIDDEN CANYON RD. 34 CP-034 N3305'38.34585" W117°12'20.21536" 394.57 1979164.50 6268996.77 506.35 - 0.99996286 SET ENTRANCE TO CLOSED DUMP.
c� 35 CP-035 N33 06'05.32446" W117°12'S4.28226" 267.80 1981917.80 6266123.91 379.80 - 0.99996233 TOP OF HEADWALL A T TRAIL ENTRANCE NE'L Y SIDE OF MELROSE DR. 88'f NORTH OF SET INTERSECTION OF MELROSE DR. @ LONGSTAFF CT
0 36 CP-036 N33O6'43.27810" W117°I3'33.12639" 341.81 1985784.36 6262855.60 45383 - 0.99996160 MEDIAN OF RANCHO SANTA FE RD. 300' f SOUTH OF SET INTERSECTION OF REDWING ST @ RANCHO SANTA FE.
0 37 CP-037 N33 07'19.64890" W117°14'12.63832" 185.36 1989491.82 6259529.78 297.40 - 0.99996094 MEDIAN OF MELROSE DR. 100' f SE'L Y OF INTERSECTION OF MELROSE DR. @ POINSETTIA LN. SET o WEST SIDEWALK DRI VEWA Y ENTRANCE TO TRAIL OF RANCHO SANTA FE RD. 290' f NE'L Y OF 00 38 CP-038 N33 05'43.25857" W117°I3'27.14886" 409.04 1979713.71 6263307.33 521.15 0.99996276 DRI VEWA Y OF CARL SBA D FIRE STA TION No. 6. SET CQ
N 39 CP-039 N33 04'44.63405" Wi 17°13'11.71047" 337.44 1973776.56 6264565.55 449.66 - 0.99996398 15' SOUTH OF SE BCR OF INTERSECTION OF CAMINO JUNIPERO @ CAMINO BELLO. SET NV5
O61 ®I SCIENCE, SUITE 200 C3 32 112 0 190 P: 858.385.0500 WWW.NV5.COM
R. OFS NO.
SHEET 9 OF 9 SHEETS
CGC 83 COORDINATES CCS 83 COORDINATES COH88 COH88
(2017.50) (209.50) DERIVED PUBLISHED
ELLIP HT NORTHING EASTING ELEVA TION ELEVA TION COMBINA TION POINT NO. STATION NAME LATITUDE LONGITUDE (USFT) (USFT) (USFT) (USFT) (USFT) FACTOR DESCRIPTION ORIGIN SOURCE 102 78-10.62 N33 O8'S7.90325" W117.11'S5.75289" 476.60 1999313.93 6271261.35 587.66* 587.70* 0.99995930 10' SW'L Y OF DRI VEW4 Y OF 76 GAS STA TION ON S. RANCHO SANTA FE RD. CAL TRANS SURVEY REQUEST SD 12-197 103 78-11.7 N33 0823.95195" W117.11'01.21163" 436.47 1995840.74 6275867.56 547.41 547.41 0.99995984 EDGE OF COMM BOX BACK OF WALK ALONG GRAND AVE. BETWEEN LINDA VISTA DR. & S. BENT AVE. CAL TRANS SURVEY REQUEST SD 12-197 104 78-13.OR N33 07'S6.12731" W117°09'S0.21994" 474.86 1992975.12 6281879.08 585.53 585.53 0.999960JO 88' f NE'L Y OF ECR OF SE CORNER OF S. TWIN OAKS VALLEY RD. ® BARHAM DR. CAL TRANS SURVEY REQUEST SD 12-197 105 78-13.5L N33 O833.38856" Wi 17 09'19.28565" 485.50 1996718.03 6284542.25 595.90 595.90 0.99995969 TOP CURB SOUTH SIDE MISSION RD. 215' f W'L Y OF DRIVEWAY TO MISSION VILLAS CAL TRANS SURVEY REQUEST SD 12-197 106 78-14.25 N33 08'15.74069" W117*0824.68611" 537.30 1994894.45 6289169.29 647.52 647.52 0.99995997 WEST SIDE OF El Y DRI VEWA Y OF GRACE CHURCH IN HANDICAP RAMP. CAL TRANS SURVEY REQUEST SD 12-197 *ALL CAL TRANS BENCHMARKS WERE LEVELED TO CHECK THE RELA TI VE ELEVA TIONS PUBLISHED. TWO INDEPENDENT LEVEL LOOPS TO J102 (78-10.62) REVEALED A DISCREPANCY OF 0.04' THE DERIVED ELEVATION OF 587.66 WAS USED FOR THIS SURVEY. d , .% a
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RESUMES
City of Vista I As-Needed Engineering
Survey Services
114 of 190
JOEL PAULSON, PLS, GISP
Contract Manager and HDS/GIS Project Manager
Joel brings 42 years of experience in land development,from small, two- lot parcel maps to large multi-unit subdivisions, taking the projects from planning stages to final construction, as well as numerous aerial control surveys,ALTA surveys,topographic surveys and construction projects. Joel has also been heavily involved in using GIS as a mapping, land planning and analysis tools. He has led the effort for using point-cloud data from ground-based scanner HDS for mapping and 3D modeling. He has developed and implemented an Unmanned Aerial System based LiDAR data acquisition program for power line and topographic mapping.
SAN DIEGO, CA Project Experience
[email protected] SURVEY CONTROL NETWORK AND RECORD OF SURVEY
CITY OF SAN MARCOS I SAN MARCOS, CA
EDUCATION Principal-in-Charge. NV5 is currently contracted to update the City of MA, Near Eastern Studies/ San Marcos' Survey Control Network and file a Record of Survey. The Egyptology, University of City has a control network that is memorialized in Record of Survey Map California, Berkeley No. 13928; however,the survey is out of date, and many of the original BA, Near Eastern Studies/ control monuments have been damaged or destroyed. The project Egyptology, University of consists of the following phases:
California, Berkeley
Certificate in GIS, University of • Record of Survey& GIS Database • Coordination with City Staff California, Riverside, Extension • Initial Field Review • Monument Installation EXPERIENCE NATIONAL CITY GIS SYSTEM
42 years CITY OF NATIONAL CITY I NATIONAL CITY, CA
REGISTRATIONS/ Principal-in-Charge. NV5 worked with City staff to develop and implement CERTIFICATIONS a web-based GIS to make data available to multiple users from local or CA#LS 6637 remote systems. The GIS Database incorporated both city-developed and GIS Professional (GISP): #90366 publicly available data to maximize resources in a cost-effective manner.
SOFTWARE The web-based GIS includes scheduling and maintenance tools for city GIS, LiDAR, 2D and 3D Modeling field operations as well as development and planning tools for city office staff.
ON-CALL SURVEY SERVICES
SAN DIEGO COUNTY REGIONAL AIRPORT AUTHORITY, CA
Senior Surveyor.Joel provided boundary surveys, lease platting and legal description preparation and review, aerial photogrammetry and conventional topographical surveying, reviews of existing benchmarks and boundary lines, field surveying for surface and utility infrastructure mapping, geographical information compilation and mapping, GIS data conversion and construction staking.
MISSION TO ASH UNDERGROUND PROJECT, JACK AND BORE
MONITORING
SAN DIEGO GAS & ELECTRIC I SAN DIEGO COUNTY, CA
Senior Surveyor.Joel supervised HDS monitoring survey for a jack and bore under a portion of the North County Transit District Sprinter tracks. He performed a base scan prior to start of the operation and five subsequent scans during boring to monitor for any potential subsidence under the railroad tracks.
City of -•-• Engineering Survey Services NV5 I J.
IL
PAUL ROBOTTA, PLS
QA/QC
c Paul has 42 years of experience in providing professional surveying services to both private and public sector clients. His expertise is in project management and delivery of projects for large energy providers, educational institutions and airports. Paul has a high level of expertise in providing and performing survey mapping, boundary research and resolution, ALTA preparation,topographic mapping and geodetic control, forensic surveying and exhibit preparation, title issues including the Subdivision Map Act and construction support for public and private projects.
Project Experience
SAN CA INFRASTRUCTURE MAPPING
[email protected] MIRACOSTA COMMUNITY COLLEGE DISTRICT I OCEANSIDE, CA EDUCATION Principal-in-Charge and Project Manager. Paul provides oversight, JD, Law,Jefferson School of Law project management and consultation for Miracosta Community College District(MCCCD). The project included updating the campus BA, English,San Diego State survey control network, boundary surveys of the campuses, mapping University existing easements and encumbrances, location of existing surface AS,Survey Technoloogy, and underground utilities, scanning and inventory of existing plans and Grossmont Community College documents, development of a GIS Database, encroachment exhibits, EXPERIENCE topographic surveys, construction staking, master planning support and 42 years general consultation.
REGISTRATIONS/ GROSSMONT-CUYAMACA CAMPUS SURVEYS
CERTIFICATIONS GROSSMONT- CUYAMACA COMMUNITY COLLEGE SCHOOL DISTRICT Professional Land Surveyor, CA I EL CAJON, CA
#C-5334 Survey Manager.Supervised worked for all survey work on two college California State Bar#213987 campuses that supported 24 capital projects on each campus with Certificate 5-Day GPS Field services such as staking buildings, parking structures, major roadway Training-Trimble Headquarters improvements, enhance traffic circulation, and utility redesign and enhancements. Supervised complete campus boundary surveys of each Certificate D&So campus along with complete aerial photogrammetry and conventional Civil Workshhopop-CADD Masters e topography and locating and mapping all wet and dry utilities.
AFFILIATIONS SAN DIEGO INTERNATIONAL AIRPORT ON-CALL ENGINEERING California Land Surveyors SERVICES
Association (CLSA) San Diego S
County Chapter AN DIFGn AIRPORT AUTHORITY I SAN DIEGO, CA San Diego County Bar Association Survey Manager. Under this multi-year on-call surveying and engineering (SDCBA) services contract, NV5 provided exterior land surveys, interior building California Bar Association (CBA) surveys, LIDAR and conventional airspace obstruction surveys, lease platting, and legal description preparation and review, aerial photogrammetry and conventional topographical surveying, reviews of existing survey benchmarks and boundary lines, field surveying for surface and utility infrastructure mapping, geographical information compilation and mapping and GIS data conversion, taxiway lane lead-in line layouts, construction staking, project design support, and other miscellaneous surveys, such as aviation easements and declination determination as assigned by the Authority. Some work on this contract is conducted within the highly restricted access and traffic-controlled area of the airport requiring specialized driving and safety training of all personnel.
City of -•-•
TIMOTHY DAVIS, PLS
Construction Surveying Task Lead
Timothy has more than 30 years of experience, with expertise in performing construction staking, GPS surveying,topographic surveys, boundary analysis and determination, legal descriptions, chain-of title, and mapping. His experience includes premire construction staking projects, airports, GPS static control networks, and large utility infrastructure projects, including Campus Master Utility Surveys for San Diego Communtity College District, MiraCosta Colleges, and Grossmont -Cuyamaca College District. Timothy has been working in San Diego County for over 15 years, giving him experience with the area's legacy procedures and refernce data. Timothy has successfully performed as a SAN DIEGO, CA Project Manager in both private and public projects. Timothy's experience [email protected] includes premire projects with San Diego Gas & Electric/So Cal Gas Company on the Pipeline Safety Enhancement Plan (PSEP), Design and EDUCATION construction for San Diego International Airport Terminal 1 and Terminal General Education 2 West Development Projects, construction of Austin Sundt's Rental Car Center, Lindberg Field, and several design and construction projects at EXPERIENCE San Diego County Colleges. Timothy continues to regularly perform field 33 years work to maintain skills and expertise of the current survey hardware and REGISTRATIONS/ software platforms. Safety being a priorty, Timothy also has held an OSHA CERTIFICATIONS 30-hour certification since 2009,then re-certified in 2020.
Professional Land Surveyor, CA
#8332 Project Experience
SDIA TERMINAL 1 REDEVELOPMENT PPROJECT
Survey Project Manager for design, utility mark out and pothole, and preliminary construction staking in supportof the Terminal 1 Redevelopment Project at San Diego International Airport. Large-scale survey for use in the design for the new Terminal 1 Building and related improvements to the AOA(Airport Operations Area), proposed Terminal 1 parking structure, and the Harbor Drive realignment. Field work was performed during both day and night shifts and required 3 field crews full- time to complete the work on time.
CSUF CAMPUS CONTROL NETWORK AUGMENTATION
CALIFORNIA STAE UNIVERSITY FULLERTON I FULLERTON, CA
Survey lead in both field and office for the Campus Master Survey Control update at Cal State University, Fullerton. Several major projects on-campus had either obliterated or isolated a significant portion of the existing Campus Master Survey Control points. The control project required placing 30 + control monuments in inter-divisble proximity, planning and executing a 5-receiver GPS Static survey Network, including ENOUGH existing control to validate spatial realtionships, digital elevation loops through the control, and post processing the data utilizing NGS satellite data files to resolve the point positions.
City • -•-•
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KURT KATHOL
Photogrammetry/LiDAR Project Manager
Kurt has been working with UAV data acquisition methods for 8 years throughout the United States. His work includes extensive experience implementing usable High Precision Airborne GPS data for traditional stereo collection and point-cloud creation. On a day-to-day basis, Kurt also manages video, RGB, thermal, Multispectral imagery and Airborne Lidar data acquisition for a variety of applications. As a constant, Kurt is involved in innovative research and development and integration and implements these findings to create high-value UAV services.
Project Experience
SAN DIEGO, CA CONFIDENTIAL PROJECT
[email protected] CALIFORNIA BASED UTILITY COMPANY, CALIFORNIA UAV Manager. Planned and managed four different UAV data collections EDUCATION for approximately 12 miles of electrical transmission towers. Kurt AS,Science&Arts-Cuyamaca planned and managed UAV-based LiDAR acquisition, oblique imagery of College,San Diego CA pole lines, high precision Ortho-imagery, and a video corridor fly-through.
Associated Builders&Contractors CONFIDENTIAL PROJECT
Inc. Electrical Apprenticeship A NATInNWIDE ENERGY COMPANY I NEVADA EXPERIENCE UAV Manager. Performed strategic flight planning in high vertical terrain 8 years to gather high-resolution imagery for environmental needs and high- accuracy ortho-imagery and point-cloud data for a feasibility assessment.
The 2,100-acre site was flown in 2 days.
ESCONDIDO CITY STREET PROJECT
PHOTOGEODETIC I ESCONDIDO, CA
UAV Manager. Performed flight planning and management of a high- precision RGB flight for stereo mapping needs with accuracies better than .1'. This project workflow increased safety and cost efficiency because UAV accuracies eliminated the need to put surveyors out in the road to collect data. High-resolution UAV data collection also allowed markouts for mapping purposes.
SAN DIEGO RIVER OIL SPILL PROJECT
SDRC I MISSION VALLEY, CA
UAV Manager. Managed flight planning and data acquisition of an oil spill near Mission Valley, CA. Emergency response teams were able to better plan for cleanup procedures by mapping and measuring with the scaled high-resolution imagery provided.
SAN DIEGO RIVER TRAIL PROJECT
UAV Manager. SDRC I LAKESIDE, CA
Performed flight planning and managed flight operations for a 9-mile span of the San Diego River. The data was used for trail planning to continue the proposed 52-mile trail from the ocean to Julian, CA.
City of Vista As-Needed
CHRIS ENDOZO, PLS, PE
Utility Mapping Project Manager
Chris has eight years of experience as a Land Surveyor, Project Manager, and Party Chief providing survey services to various public agencies. He has been the project manager for the As-Needed Survey contracts for client such as the City of San Diego, County of San Diego Water Authority, and the California Department for Parks and Recreation. His experience g includes topographic mapping, including existing utilities and property F - boundaries, construction staking for active construction sites, conducting y
static surveys, and preparing volumetric calculations for bathometric surveys. He is capable of balancing multiple projects while maintaining project schedules for on-time delivery. He is proficient in the utilization of SAN DIEGO, CA AutoCAD Civil 3D, ArcGIS, Trimble and Leica equipment. He researches [email protected] record documents to map Iinework and imports survey data into AutoCAD Civil 3D to create alignments, parcels, and .dtm surfaces. He analyzes construction plans to determine calculations for our survey crews.
EDUCATION Project Experience
MS, Environmental Engineering,
San Diego State University AS-NEEDED SURVEYING CONTRACT BS, Civil Engineering, California CITY OF SAN DIEGO, CA State Polytechnic University, Project Manager. Office activities included performing necessary record Pomona research, plot mapping boundaries, and prepare project calculations EXPERIENCE for our field surveyors; performing quality checks on deliverables. Field 8 years activities included performing field survey as a party chief and/or REGISTRATIONS/ chainman utilizing GPS and total station equipment to perform boundary, CERTIFICATIONS topographic, and construction staking surveys.
Professional Land Surveyor, CA AS-NEEDED SURVEYING CONTRACT #9618; Professional Civil COUNTY OF SAN DIEGO WATER AUTHORITY, CA Engineer, CA#88899 Project Manager. Office activities included performing necessary record research, plot mapping boundaries, and prepare project calculations for our field surveyors; performing quality checks on deliverables. Field activities included performing field survey as a party chief and/or chainman utilizing GPS and total station equipment to perform boundary, topographic, and construction staking surveys.
AS-NEEDED SURVEYING CONTRACT
CALIFORNIA DEPARTMENT FOR PARKS AND RECREATION, CA
Project Manager. Office activities included performing necessary record research, plot mapping boundaries, and preparing project calculations for our field surveyors; and performing quality checks on deliverables.
Field activities included performing field survey as a party chief and/or chainman utilizing GPS and total station equipment to perform boundary, topographic, and construction staking surveys.
PIPELINE SAFETY ENHANCEMENT PROGRAM (PSEP) L-404/
L-4000/ L-1005
SANTA BARBARA, SAN DIEGO, AND SAN BERNARDINO COUNTIES,
CA
Land Surveyor. Responsible for record research for record maps & easement legal descriptions. Mapping said maps into civil3D using points process from field data, via Trimble Business Center.
City • -•-•
ink
NICK ROSSI, PLS
Construction Support Project Manager
Nick has 20 years of survey experience both in the office and the field.
He has been the lead on many large boundary surveys. These surveys include the recovery of GLO/BLM monuments and field analysis of Public Lands. Nick supervises field crews and project delivery. He coordinates and supervises survey control networks and field operation activities, including data collection protocol.
f Project Experience
DESIGN SERVICES FOR LAS ENCINAS CREEK BRIDGE
REPLACEMENT
SAN DIEGO, CA CITY OF CARLSBAD I CARLSBAD, CA
[email protected] Survey Party Chief. Nick performed and delivered survey design data that supported the necessary hydraulic analysis for sizing of the arch to convey the 100-year storm and provided plans, specifications and estimate EDUCATION package for the bridge and approach roadway with rip rap protection General Education, College of along the west side of the roadway.
San Mateo ON-CALL SURVEYING SERVICES
EXPERIENCE SAN DIEGO GAS & ELECTRIC (SDG&E) I SAN DIEGO AND IMPERIAL 20 years COUNTIES, CA
REGISTRATIONS/ Land Surveyor. Nick is working on the SDG&E on-call service contract CERTIFICATIONS providing overhead electric staking, existing pole locations, underground Professional Land Surveyor, electric locations and underground electric staking. He currently provides CA#9149 easement legal descriptions and plats, profiles for distribution and transmission lines from field data and map research for SDG&E planners.
He performed surveys for overhead distribution easements on Indian lands. He also performed research for original BLM notes, plats and dependent resurveys of allotments within the Indian reservation.
FIXED-BASE OPERATOR (FBO) BUILDING
SAN DIEGO COUNTY REGIONAL AIRPORT AUTHORITY I SAN DIEGO, CA
Survey Party Chief. Surveying services included design topography, utility locating, mapping of lease parcels and utility easements. Horizontal control and vertical benchmarks were established to layout building grid lines, site grading and utility staking. He also provided as-built and QA/QC surveys to assist during the construction phase.
SUNRISE POWERLINK
SAN DIEGO GAS & ELECTRIC (SDG&E) I SAN DIEGO COUNTY, CA Survey Party Chief. Nick was responsible for the 117-mile overhead and underground transmission project consisting of 230kV and 500kV lines to bring renewable energy from Imperial County into the greater San Diego area. Nick worked with SDG&E for more than six years providing services in pre-and post-construction along with support during the actual building phase. He assisted with feasibility studies, preliminary design, construction support and as-built surveys for GIS and QA/QC purposes.
City • -•-•
N V 5
NV5 2023 CHARGE RATE SCHEDULE
PREVAILING WAGE PROJECTS
technical Services
Engineering Aide/Planning Aide $83.00/hour
Project Assistant $90.00/hour
Project Administrator $102.00/hour
CADD Technician I $108.00/hour
CADD Technician 11 $124.00/hour
CADD Technician III $145.00/hour
Sr. CADD Technician/Designer $152.00/hour
Design Supervisor $162.00/hour
GIS Technician I $105.00/hour
GIS Technician 11 $125.00/hour
GIS Analyst $142.00/hour
Senior GIS Analyst $172.00/hour
Professional
Junior Engineer/ Planner/Scientist/Surveyor $128.00/hour Assistant Engineer/ Planner/Scientist/Surveyor $145.00/hour Associate Engineer/ Planner/Scientist/Surveyor $165.00/hour Senior Engineer/ Planner/Scientist/Surveyor $180.00/hour Manager $230.00/hour
Associate $245.00/hour
Principal $262.00/hour
'field Survey
1-Person Survey Crew (GPS) (Robotic) $190.00/hour 1-Person Survey Crew $150.00/hour
2-Person Survey Crew $315.00/hour
3-Person Survey Crew $425.00/hour
* Rates are effective through December 31, 2023. If contract assignment extends beyond that date, a new rate schedule will be added to the contract. Field survey rates are based on Prevailing Wage in accordance with state and local regulations. Liitigation support will be billed at$400.00 per hour.
EXPENSES:
Plotting and In-House Reproduction 1.10 x Cost
Subsistence 1.10 x Cost
Other Expenses- Including Subconsultants & Purchased Services through Subcontracts _1.10 x Cost GIS Web Hosting 1.10 x Cost
Mileage-Outside Local Area Per Accepted IRS Rate
CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT - ENVIRONMENTAL 06/13/2023 C3 121 of 190
PG \�
PARADIGM ^,
GEOSPATIAL
1 . HOURLY COMPENSATION RATES
OFFICE:
Technical Services
• As all our staff is locally based,
Project Assistant $90.00 there will not be charges for CADD Technician 1 $115.00 travel time.
CADD Technician 11 $127.00 • We understand the nature of CADD Technician III $138.00 As-Needed contracts and do Mapping Supervisor $155.00 not require Minimum GIS Technician 1 $119.00 performance charges.
GIS Technician II $127.00 • Any approved overtime will be Senior GIS Analyst $150.00 billed at 1.50 times the base rate.
Monitoring Tech (offsite) $130.00
Monitoring Analyst $155.00
Monitoring Specialist $168.00
LiDAR Tech $120.00
LiDAR Analyst $135.00
LiDAR Specialist $148.00
Professional
Associate Surveyor $155.00
Manager $168.00
Associate $175.00
Principal $195.00
FIELD:
Surveying
Survey Party Chief $140.00
Survey Party Chief(Prevailing Wage) $162.00
Instrument Technician $123.00
Instrument Technician (Prevailing Wage) $148.00
Field Technician $107.00
Field Technician (Prevailing Wage) $130.00
2 Person Survey Crew $225.00
2 Person Survey Crew (Prevailing Wage) $285.00
06/13/2023 C3 122 of 190
RATE SCHEDULE
COFFMAN L IPID � 2023 Rates (Prevailing Wages) Surveying &Mapping Eff. 1/01/2023
Land Historians&Engineering Support Specialists
A Disabled Veteran-Owned Business
Professional Services_m�
Director and Managing Surveyor (PLS) LS2 $195.00 Department Manager (PE or PLS) LS1 $184.00
Project Manager PM2 $168.00
Expert Witness (PLS) PGM3 $320.00
Technical Services
Data Analyst CADS $160.00
Sr. CAD Technician CAD2 $135.00
CAD Technician I CAD1 1 $105.00 Field Services
2-Person Survey Crew SC2 $280.00
Survey Party Chief SC1 $205.00
Support
Project Coordinator PM1 $116.00
Contract Assistant Cl $70.00
Overtime:
If Overtime is required by the client,per California statute the rate will be 1.5 times the above rates.
Please note that rate escalations will take place during subsequent calendar years and are tied to average Consumer Price Index increase for California over the past year. Each annual rate increase will be announced 30 days prior to the end of the current calendar year.
Coffman Land Personnel Billing Codes
Rick Coffman,PLS SC1 / SC2 / CAD3 /LS1
Adam Bailey,PLS SC1 / SC2 / CAD3 / PM2
Jacob Bucaro SC1 / SC2 / CAD2
Declan Bardin SC2,CAD1
Richard Hoyt SC2,CAD1
Tricia Krueger C1
06/13/2023 C3 123 of 190
WEST
��CJ CIVILT
STANDARD RATE SHEET
EFFECTIVE THROUGH DECEMBER 31,2023
PROFFESIONAL SERVICES
Principal Engineer $250/Hour
Project Manager $225/Hour
Assistant Project Manager $200-$225/Hour
Senior Engineer $200/Hour
Project Engineer II $190/Hour
Project Engineer I $180/Hour
Design Engineer III $170/Hour
Design Engineer 11 $160/Hour
Design Engineer I $150/Hour
CADD Manager $150/Hour
CAD Tech III $135/Hour
CAD Tech 11 $125/Hour
CAD Tech I $115/Hour
Survey Tech 11 $125/Hour
Survey Tech I $115/Hour
Field Tech I $115/Hour
Intern I1 $105/Hour
Intern I $90/Hour
EXPENSES
Expenses will be charged to an agreed upon budget for each Contract. WCC will inform CLIENT once the budget when 15%of the Budget remains.
Outside Reprographics 1.10 x Cost
Plotting and In-house Reproduction 1.10 x Cost
Subsistence 1.10 x Cost
Sub-Consultants,Vendors or Subcontractors 1.15 x Cost Mileage Current IRS Rate
WCC I Standard Rate Sheet GROWING COMMUNITIES 06/13/2023 C3 124 of 190
CONTRACT FOR PROFESSIONAL SERVICES
AS-NEEDED ENGINEERING SURVEY SERVICES
THIS "CONTRACT" is entered into by and between the "Parties" as of ("Contract Date").
1.0 THE "PARTIES"
The "City": The "Contractor"
CITY OF VISTA, a chartered municipal Right-of-Way Engineering Services, Inc., a corporation California S corporation
200 Civic Center Drive 615 South Tremont Street Vista, CA 92084 Oceanside, CA 92054
Working Contact: Matt Atteberry Contact: Michael Schlumpberger Billing Contact: Erin Adams
2.0 BASIC TERMS
2.1 The "Services" to be performed by Contractor are set forth in ("Exhibit A").
2.2 The "Required License" for the Services is: California Registered Professional Land Surveyor.
2.3 Contractor, an entity holding the Required License, desires to enter into this "Contract" with City for the Services.
2.4 The "Project" for which the Services are required is described in Exhibit A.
2.5 Contractor has submitted to City a Proposal to perform the Services dated April 18, 2023 ("Exhibit B").
2.6 The "Contract Ceiling Price" is: $400,000.
2.7 This Contract requires the payment of prevailing wages. As a condition precedent to the effectiveness of this Contract, the Contractor shall execute and deliver to City the Labor Law Compliance Form (Exhibit D).
3.0 CONTRACT TERM
3.1 This Contract shall take effect as of the Contract Date.
3.2 This Contract shall be in effect for 36 calendar months ("Term") from the Contract Date. The Term may be extended at the City's option for an additional 24 months, in increments of City's choice, for a maximum Term of 60 from the Contract Date.
3.3 City may terminate this Contract upon 30-days' written notice to Contractor. In such event, or upon request of City, Contractor shall assemble all City documents in the Contractor's possession, put them in order for proper filing and closing, and deliver the (00111268 1) 1 of 11 RIGHT-OF-WAY ENGINEERING SERVICES, INC.
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documents to City. In the event of termination, Contractor shall be paid for work performed to the termination date. City shall make the final determination as to the portion of tasks completed and the compensation to be paid.
4.0 SCOPE
Contractor shall perform all Services including, but not limited to, the furnishing of all tools, equipment, materials, software, supplies, and manufactured articles, and for furnishing all transportation, services, including fuel, power and water, essential communications, and the performance of all labor, work or other operations, as may be required from time to time, in accordance with Exhibit A and Exhibit B. The Services shall be complete, and all work, material, and services not expressly called for in the Proposal which may be necessary for complete and proper construction to carry out the Contract in good faith, shall be performed, furnished, and installed by the Contractor at no increase in cost to City. In the event of a conflict between the provisions of Exhibit A and Exhibit B, the provisions of Exhibit A shall control.
5.0 COMPENSATION
5.1 City shall pay Contractor on a time and material rate as set forth in Exhibit B for the Services to be performed.
5.2 An invoice for payment shall be submitted in a form satisfactory to City. At a minimum, the invoice shall include: the purchase order number, the work order number, a description of the work performed, and a total amount.
5.3 Changes in, additions to, or deductions from the Services, including increases or decreases in the quantity of any item or portion of the Services, shall be set forth in a written change order executed by City and by the Contractor which shall specify:
5.3.1 The changes, additions, and deductions to be made.
5.3.2 The increase or decrease in compensation due the Contractor, if any.
5.3.3 Adjustment in the time of completion, if any.
5.4 Contract Ceiling Price
5.4.1 In no event shall City be liable for paying more than the Contract Ceiling Price for Contractor's services rendered under this contract.
5.4.2 If it becomes foreseeable that Contractor will need to perform services such that the cumulative total of costs to City will exceed the maximum permitted by this Contract, any such cost overrun will be handled pursuant to the change order procedure in Chapter 3.08. City and Contractor recognize that City lacks authority to exceed the cost ceiling without the express authorization of the City Council. If the maximum cost to City for this Contract is exceeded unexpectedly, payment shall be made as mutually agreeable and disputes shall be handled pursuant to this Contract, but work shall cease as soon as is reasonably feasible once the cost ceiling plus allowable change orders, if any, is exceeded. (00111268 1) 2 of 11 RIGHT-OF-WAY ENGINEERING SERVICES, INC.
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5.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract.
6.0 CONTRACT DOCUMENTS
The Contract comprises the following documents including all additions, deletions, modifications, and appendices and all addenda setting forth any modifications or interpretations of any these documents: Documents required under Exhibits A—E and the Standard Specifications (defined below).
7.0 TIME FOR COMPLETION AND COMMENCEMENT OF SERVICES All Services under the Contract must be completed in compliance with the schedule in Exhibit A.
8.0 ASSISTANCE BY CITY
All information, data, records, reports, and maps as are in possession of City and necessary for the carrying out of this work shall be available to Contractor without charge. City shall make available to Contractor members of its staff for consultation with Contractor in the performance of this Contract. City does not warrant that the information data, records, reports, and maps heretofore or to be provided to Contractor are complete or accurate and Contractor should satisfy itself as to accuracy and completeness. City and Contractor agree that City shall have no liability should any information, data, records reports, and maps be inaccurate, incomplete, or misleading. Unless provided in Exhibit A, no other assistance shall be provided by City to Contractor.
9.0 STANDARD OF PERFORMANCE
9.1 Contractor represents and warrants that it has the training, qualifications, experience, and facilities necessary to properly perform the Services required under this Contract in a thorough, competent, and professional manner. At all times Contractor shall faithfully, competently and to the best of its ability, experience, and talent, perform all services described herein. In meeting its obligations under this Contract, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to those required of Contractor under this Contract.
9.2 Contractor shall keep itself informed of and comply with all applicable federal, state, and local laws, statutes, codes, ordinances, regulations and rules in effect during the Term of this Contract. Contractor shall obtain any and all licenses, permits and authorizations necessary to perform the services set forth in this Contract, including any business licenses required by City. Neither City, nor any elected or appointed boards, officers, officials, employees, or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this Section.
10.0 STANDARD SPECIFICATIONS AND STANDARD PLANS
10.1 Except as otherwise provided, whenever reference is made to "Standard Specifications", it shall mean:
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Standard Specifications for Public Works Construction, most current edition and supplement, as last amended, with Regional Supplements, written and promulgated by Southern California Chapter, American Public Works Association, and Southern California District, Associated General Contractors of California, Joint Cooperative Committee ("Greenbook") and the City of Vista Special Provisions to the Greenbook.
10.2 Except as otherwise provided, whenever reference is made to "Standard Plans", it shall mean:
San Diego Area Regional Standard Drawings, and City of Vista Standard Drawings, latest edition, unless otherwise noted.
11.0 SUPPLEMENTARY DEFINITIONS
In addition to or in lieu of the terms and definitions specified in Section 1-2 of the Standard Specifications, wherever the following terms and definitions are used, the intent and meaning shall be as follows:
Cam: The City of Vista.
Board: The City Council of the City of Vista.
Drawings or Plans: All drawings, plans, maps, profiles, and diagrams delineating the work on the Services.
12.0 CONTRACTOR'S STATUS; CONTRACTOR'S EMPLOYEES
12.1 Contractor shall perform the services provided for herein in Contractor's own way as an independent contractor and in pursuit of Contractor's independent calling. Contractor is not to be considered an employee of City, nor shall any employees of Contractor be considered employees of City, for any purpose. Contractor shall be under the direction and control of City staff only as to the results to be accomplished. This Contract is not intended to create the relationship of partnership, joint venture, or association between City and Contractor.
12.2 Contractor represents and warrants that all design professional services shall be provided by a person or persons duly licensed by the State of California to provide the type of services described in Exhibit A.
12.3 Neither Contractor, nor any of Contractor's officers, employees, or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City's employees. Contractor expressly waives any claim Contractor may have to any such rights.
12.4 Contractor is aware of the requirements of the Immigration Reform and Control Act of 1986 and shall comply with those requirements, including, but not limited to, verifying the eligibility for employment of all of Contractor's officers, employees, agents, and subcontractors that are included in this Contract.
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subcontractors are entitled for performance of any work under this contract. Neither Contractor nor Contractor's officers or employees are entitled to any salary or wages, or retirement, health, leave or other fringe benefits applicable to employees of the City. City will not make any federal or state tax withholdings on behalf of Contractor. City shall not be required to pay any workers' compensation insurance on behalf of Contractor.
12.6 Contractor agrees to defend and indemnify City for any obligation, claim, suit or demand for tax, retirement contribution including any contribution to the Public Employees Retirement System (PERS), social security, salary or wages, overtime payment, or workers' compensation payment which City may be required to make on behalf of Contractor or any employee of Contractor, or any employee of Contractor construed to be an employee of City, for work done under this contract. This is a continuing obligation that survives the termination of this Contract.
13.0 CIVIL RIGHTS
13.1 Contractor agrees to comply with Title VI of the Civil Rights Act of 1964, as amended, the California Fair Employment Practices Act, the Americans with Disabilities Act of 1990, any other applicable federal and state laws and regulations hereinafter enacted.
13.2 Contractor shall not knowingly deny an opportunity or benefit, discriminate against or harass, any employee or applicant for employment on account of the person's race, color, ethnicity, national origin, ancestry, religion, creed, veteran status, physical disability, mental disability, medical condition, marital status, sex, sexual orientation, age, or other status protected from workplace discrimination by state or federal law.
13.3 Contractor shall not knowingly give preferential treatment to any applicant for employment on the basis of race, color, ethnicity, national origin, ancestry, religion, creed, physical disability, mental disability, medical condition, marital status, sex, or sexual orientation.
13.4 This section shall be interpreted in a manner that is consistent with the California and United States Constitutions and applicable state and federal statutes governing workplace discrimination. The terms used in this section shall have the same meaning as defined in state statutes governing the same subject matter.
13.5 Nothing in this section shall be interpreted as prohibiting bona fide occupational qualifications consistent with applicable state and federal law and reasonably necessary to the normal operation of Contractor. Nothing in this section shall be interpreted as prohibiting regulations and policies to prevent nepotism or conflicts of interest.
13.6 Nothing in this Section shall be interpreted as prohibiting action taken to establish or maintain eligibility for any federal program, where ineligibility would result in a loss of federal funds to City.
13.7 To the fullest extent permitted by law and without limitation by the other provisions of this Contract relating to indemnification and insurance, Contractor shall also indemnify, defend and hold harmless City, and its directors, officers, employees and agents from and against all liability (including without limitation all claims, damages, penalties, fines, and judgments, associated investigation and administrative expenses, and defense costs, including but not limited to reasonable attorneys' fees, court costs, and costs of alternative dispute resolution) resulting from any claim of discrimination or harassment, including but not (00111268 1) 5 of 11 RIGHT-OF-WAY ENGINEERING SERVICES, INC.
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limited to sexual harassment, arising from the conduct of the Contractor or any of the Contractor's officers, employees, agents, licensees, or subcontractors. In the event of a discrimination or harassment complaint against any employee, agent, licensee or subcontractors of Contractor or its subcontractors, Contractor shall take immediate and appropriate action in response to such complaint, including, but not limited to termination or appropriate discipline of any responsible employee, agent, licensee or subcontractors. The provisions of this Section survive completion of the services or termination of the Contract.
14.0 CONTROL OF SERVICES
Each Party shall appoint a representative who shall have the authority to represent and act for that Party ("Representative"). Any written or verbal directions or requests of City's Representative delivered to the Contractor's Representative shall have the same force and effect as if delivered to the Contractor. The Contractor's Representative shall have the authority to sign any change order, coordinate the work of all subcontractors and make other decisions pertaining to the Contract.
15.0 ASSIGNMENT AND SUBCONSULTING
15.1 Neither this Contract nor any interest herein may be transferred, assigned, conveyed, hypothecated, or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of the City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty-five (25%) of the present ownership and/or control of Contractor, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Contract shall be void. No approved transfer shall release the Contractor or any surety of Contractor of any liability hereunder without the express consent of City.
15.2 Contractor shall be fully responsible to the City for any acts and omissions of Contractor's subcontractor, including persons either directly or indirectly employed by subcontractor, in the event Contractor subcontracts any of the work to be performed under this contract. Contractor's responsibility under this paragraph shall be identical to Contractor's liability for acts and omissions of Contractor and employees of the Contractor. Nothing contained in this Contract shall create any contractual relationship between City and any subcontractor of Contractor, but Contractor shall bind every subcontractor and every subcontractor of a subcontractor by the terms of this contract applicable to Contractor's work, unless such change, omission, or addition is approved in advance in writing by the City Manager or the City Manager's designee. All subcontractors are subject to the prior written review and approval of the City Manager or the City Manager's designee.
16.0 LICENSES
If a license of any kind, which term is intended to include evidence of registration, is required of Contractor, its employees, agents, or subcontractors by federal, state, or local law, Contractor warrants that such license has been obtained, is valid and in good standing, and that any required bond has been posted in accordance with all applicable laws and regulations. (00111268 1) 6 of 11 RIGHT-OF-WAY ENGINEERING SERVICES, INC.
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17.0 FINANCIAL' RECORDS
17.1 Contractor shall maintain any and all documents, ledgers, books of account, invoices, vouchers, canceled checks, or records demonstrating or relating to Contractor's performance of services pursuant to this Contract or evidencing or relating to expenditures and disbursements charged to City pursuant to this Contract. Any and all such documents or records shall be maintained in accordance with generally accepted accounting principles and shall be sufficiently complete and detailed so as to permit an accurate evaluation of the services provided by Contractor pursuant to this Contract. Any and all such documents or records shall be maintained for three years from the date of execution of this Contract and to the extent required by laws relating to audits of public agencies and their expenditures. It is expressly understood and agreed that the provisions of this Section will survive termination of this Contract.
17.2 Any and all records or documents required to be maintained pursuant to this Section shall be made available for inspection, audit and copying, at any time during regular business hours, upon request by City or its designated representative. Copies of such documents or records shall be provided directly to the City for inspection, audit and copying when it is practical to do so; otherwise, unless an alternative is mutually agreed upon, such documents and records shall be made available at Contractor's address indicated for receipt of notices in this Contract or the primary location from which services are rendered, whichever is closer.
18.0 OWNERSHIP OF DOCUMENTS
Upon delivery, the work product, including without limitation, all original reports, writings, recordings, drawings, files, and detailed calculations developed under this contract are the property of City. Contractor agrees that all copyrights which arise from creation of the work pursuant to this contract shall be vested in City and waives and relinquishes all claims to copyright or other intellectual property rights in favor of City. City acknowledges that its use of the work product is limited to the purposes contemplated by the scope of Services and that Contractor makes no representation of the suitability of the work product for use in or application to circumstances not contemplated by the scope of Services.
19.0 CONFIDENTIALITY
19.1 Contractor shall treat all information obtained from City in the performance of this Contract as confidential and proprietary to City. Contractor shall treat all records and work product prepared or maintained by Contractor in the performance of this Contract as confidential.
19.2 Contractor agrees that it will not use any information obtained as a consequence of the performance of work for any purpose other than fulfillment of Contractor's scope of Services. Contractor will not disclose any information prepared for City or obtained from City or obtained as a consequence of the performance of work to any person other than City, or its own employees, agents or subcontractors who have a need for the information for the performance of Services under this Contract unless such disclosure is specifically authorized in writing by City.
19.3 Contractor's obligations under this paragraph shall survive the termination of this Contract.
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20.0 CONFLICT OF INTEREST REQUIREMENT
Contractor agrees that, to the extent applicable, it shall comply with and be bound by all laws and regulations deriving from the relationship of the Contractor to the City, including the Political Reform Act (Government Codes Section 87100 et seq.) Chapters 2.32 or 2.33 of the Vista Municipal Code, the Community Redevelopment Act (Health & Safety Code 33000 et seq.) and all regulations promulgated thereunder (collectively "Conflict Laws"). As a condition precedent to the formation of this Contract, Contractor warrants and covenants that it is adequately informed regarding the obligations and duties imposed by the Conflict Laws and that to the best of Contractor's knowledge and belief, there exists no conflict of interest (under the laws) that would disqualify the Contractor from participation in any decisions arising out of the performance of this Contract. Prior to commencement of any work in the performance of this Contract, Contractor shall comply with any applicable requirements of Chapter 2.32 of the Vista Municipal Code, including any requirement to file a financial disclosure statement with the City Clerk.
Contractor further agrees that no employee, agent, or subcontractor for Contractor shall perform any work for the City pursuant to this Contract which will violate the Conflict Laws.
21.0 PROHIBITION OF FINANCIAL INTEREST BY CITY OFFICIAL Contractor warrants and covenants to City that no City Official has or will have any current or future financial interest in this Contract as of the date approved, nor shall Contractor promise, offer, or enter into any written, oral or implied Contract, to provide any financial interest or remuneration of any kind or manner to any City official with respect to this Contract. For purposes of this Section, the term "City Official" shall mean and include any elected or appointed officer of City, any employee of City, or any spouse or financial dependent of a City official or employee. A violation of this provision shall render this Contract null and void and Contractor shall be subject to restitution of all fees or money paid or earned under this Contract.
22.0 INDEMNIFICATION
Contractor shall defend, indemnify and hold City and its officers, officials, employees, and volunteers harmless against any and all liability, loss, damage, fine, penalty, expense, claim or cost (including without limitation costs and fees of litigation) of every nature (collectively, "Liability") arising out of or in connection with this Contract or its performance, including defects in design, except: (1) Liability caused by City's sole negligence or willful misconduct; or (2) for Liability caused by City's active negligence, in which case the indemnity received by City shall be reduced by the amount: (i) that City's active negligence contributed to the Liability on a comparative basis; or (ii) such other amount as may be required by law ("Duty of Indemnification").
23.0 INSURANCE AND BONDS
Contractor shall comply with the insurance provisions set forth in Exhibit C.
24.0 SERVICE OF NOTICE
24.1 Any notice, which either Party may desire to give to the other Party, must be in writing and may be given by personal delivery to the Party's Representative or by overnight courier service to the Party's address set forth in Section 1.0. Notice may also be given by mailing it by registered or certified mail, return receipt requested, to the other Party at the (00111268 1) 8 of 11 RIGHT-OF-WAY ENGINEERING SERVICES, INC.
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address set forth in Section 1.0. Any notice given by mail will be deemed given 48 hours after such notice is deposited in the United States mail, addressed as provided with postage fully prepaid.
24.2 A Party may change its address by giving notice as provided above, and the changed address shall thereafter be deemed to be the address set forth in Section 1.0.
25.0 SPECIAL PROVISIONS
This Contract is subject to, and Contractor shall comply with, the special provisions referenced in Exhibit E, if any.
26.0 EXHIBITS
All documents referenced as exhibits in this Contract, or referenced in an exhibit to this Contract, are incorporated herein.
27.0 APPLICABLE LAW, VENUE
This Contract shall be construed and enforced under the laws of the State of California. If any action is commenced by any Party to this Contract, such action shall be filed in a court of competent jurisdiction within the County of San Diego, California.
28.0 PREVAILING WAGES
Pursuant to Section 1781 of the Labor Code, Contractor is advised that certain work contemplated in this contract may be subject to the payment of prevailing wages and all other requirements of the Prevailing Wage Law. The prevailing wage of each job classification may be found by inquiry with the California Department of Industrial Relations. Contractor shall comply with all laws related to the performance of public work including, but not limited to, the employment of apprentices pursuant to Section 1777.5 of the Labor Code, work day/week hours and overtime rates pursuant to Sections 1813 and 1815 of the Labor Code and the obligation set forth in Sections 1774-1776 of the Labor Code in regards to payment of prevailing wages and to provide the City and the Department of Industrial Relations certified payrolls when required. A certified copy of all payroll records relative to this project shall be submitted to the City along with the related invoice. Receipt of certified payroll records is a prerequisite to receiving payment.
No Contractor or sub-Contractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. No Contractor or sub-Contractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. All Contractors and sub-Contractors must furnish electronic certified payroll records to the Labor Commissioner. This requirement applies to all public works projects, whether new or ongoing. Contractor is further advised that any prevailing wage work contemplated herein is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
29.0 COUNTERPARTS; ELECTRONIC SIGNATURES; ELECTRONIC DELIVERY This Agreement may be executed in separate counterparts, none of which need contain the signatures of both Parties, and each of which, when so executed, shall be deemed an original (00111268 1) 9 of 11 RIGHT-OF-WAY ENGINEERING SERVICES, INC.
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and all together shall constitute and be one of the same instrument. The Parties agree that this Agreement, whether executed by electronic signature, digital signature, or constituting a scanned or electronically reproduced copy or image of this Agreement bearing the signatures of the Parties, will be deemed an original and will represent competent evidence of the execution, terms and existence of this Agreement notwithstanding the failure or inability to produce an original executed Agreement or counterpart thereof, and without the requirement that the unavailability of such original executed Agreement or counterpart thereof first be proven.
Further, the exchange of this entire executed Agreement (and/or such exhibit(s) or document(s)) that is in photostatic or portable document format (.pdf)form by electronic mail or by another electronic means shall be considered original(s) and shall constitute effective execution and delivery of the original(s).
30.0 MODIFICATIONS
This Contract contains the entire agreement, between the Parties and supersedes all prior negotiations, discussions, obligations, and rights of the Parties in respect of each other regarding the subject matter of this Contract. There is no other written or oral understanding between the Parties. No modification, amendment or alteration of this Contract shall be valid unless it is in writing and signed by all Parties.
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31.0 EXECUTION
IN WITNESS WHEREOF; the Parties hereto have executed this Contract as of the Contract Date.
"City" "Contractor"
CITY OF VISTA, a chartered municipal RIGHT-OF-WAY ENGINEERING corporation SERVICES, INC., a California S corporation By:
JOHN B. FRANKLIN, MAYOR By:
ATTEST:
KATHY VALDEZ, CITY CLERK Name/Title
By:
By:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
Name/Title
By:
RISK MANAGEMENT REVIEW:
DOLORES GASCON, RISK MANAGER
By:
APPROVED
Amanda L.Guy
20230515113602
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EXHIBITS A, C, D & E
REQUEST FOR PROPOSALS
SEE EXHIBIT 7
{00111268 11 Exhibit A
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EXHIBIT B
CONTRACTOR'S PROPOSAL
(0011126811 Exhibit B
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Proposal to provide
As-Needed Professional Engineering Survey
Services for Capital Improvement Projects
to the
City of Vista
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Right-O' May Enginee g -,
Land Surveying 'r 3
CITY OF VISTA
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C A 4 1 F 0 R N I A
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Right-Of-Way Engineering Services, Inc.
Land Surveying
April 18, 2023
City of Vista
CIP Engineering Division
200 Civic Center Drive
Vista,CA 92084
Subject: City of Vista As-Needed Professional Engineering Survey Services for Capital Improvement projects.
Right-of-Way Engineering Services, Inc. appreciates the opportunity to submit our qualifications and a synopsis of our experience for consideration to enter into an As-Needed Professional Engineering Survey Services contract with the City of Vista. After careful review of the City's RFP and consideration of our history of successful public works projects with the City of Vista,neighboring cities and water districts,Right-of-Way Engineering has a comprehensive understanding of the expectations,requirements and challenges to be met in providing Professional Engineering Survey Services for the City of Vista.
Right-of-Way Engineering Services specializes in all aspects of surveying,we are unique in our qualifications for this agreement for many reasons:
o Michael Schlumpberger,PLS and president will oversee all City projects throughout the duration of this project,working together with Joshua Tatman,PLS providing secondary verification of all tasks. o We concentrate all of our efforts serving municipalities and professional design firms on public works projects. Our extensive experience working with municipalities gives us an in depth understanding of their requirements and processes.
o Professional surveying,mapping and right of way services are the main focus of our company. By focusing our resources on specific disciplines we have refined our operations to provide more personal,detail oriented service and a better final product.
o We currently have established control networks within the City of Vista and a right of way data base that covers portions of the City.
o Working successfully with the City of Vista during the past years with our current as-needed contract,we have an understanding of Vista's requirements and expectations. o Being a mid-size, local survey firm allows us the flexibility to expedite your project,provide quality one on one service, deliver top quality products,keep our overhead low and our fees reasonable.
Our company, having extensive experience with the City of Vista, and within the area, will provide the personnel, equipment, flexibility and the knowledge required to guarantee your satisfaction with any survey task or project assigned to us.
Right-of-Way Engineering Services current insurance coverage meets and exceeds the City of Vista's insurance requirements, we will continue to retain the same or greater level of coverage for the duration of this contract. I have reviewed the City of Vista's Standard Consulting Agreement, am prepared to execute it as written and will not make any changes to the project team without authorization of the City. 615 South Tremont Street•Oceanside,CA 92054•(760)637-2700• Email rowAroweng.net 06/13/2023 C3 139 of 190
We truly appreciate our established business relationship with the City of Vista. I look forward to extending our services to provide seamless projects of the highest quality. Please review our statement of qualification and consider Right-of-Way Engineering Services the highest qualified consultant. If you have any questions, concerns or discussion regarding our proposal please do not hesitate to contact myself at (760) 637-2700 or mikes(cr�,roweng net
Thank you,
Right-of-Way Engineering Services,Inc.
Michael L. Schlumpberger,PLS 7790
President
Firm Location and Contact Information Firm Contact Person Right-of-Way Engineering Services, Inc. Michael Schlumpberger,PLS 615 South Tremont Street President
Oceanside, CA 92054 615 South Tremont Street
(760) 637-2700 Oceanside,CA 92054
htW:HRoweng.net (760)637-2700 Office(760)497-9608 Cell rowkroweng net mikeskroweng net
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Right-of-Way Engineering Services,Inc. City of Vista—Engineering Surveying Services Company Information
Responder and proposal contact: Company Contact Information Michael Schlumpberger,PLS Right-of-Way Engineering Services,Inc.
President California Sub-S Corporation
615 South Tremont Street 615 South Tremont Street
Oceanside, CA 92054 Oceanside, CA 92054
(760) 637-2700 Office(760)497-9608 Cell (760)637-2700 mikeskroweng net htlp:Hrowen..ng_et
rowkroweng net
Structure and Cliental
Right-of-Way Engineering Services, Inc., located in Oceanside, California, is dedicated to providing all aspects of professional surveying services to municipalities and professional design firms specializing in public works projects. Right-of-Way Engineering Services is a sub S corporation chartered under the laws of the state of California (SOS number C 1434049), registered with the Department of Industrial Relations (DIR Number 1000031383) and pays prevailing wage rates. Michael Schlumpberger, California Licensed Land Surveyor No: 7790 serves as President.
Reputation Built on Customer Service and Quality
For the past 34 years Right-of-Way Engineering Services has provided quality design surveying, boundary surveying, construction surveying, parcel maps, boundary adjustments, records of survey, cross sections, quantity calculations, right-of-way engineering and map checking services to many San Diego County, San Bernardino County and Riverside County, cities, municipal water districts, state agencies and engineering firms. We are committed to providing quality, cost effective,professional surveying and mapping services.
North San Diego County Office r�
Right-of-Way Engineering Services office in downtown Oceanside is near Interstate 5 and Highway 78, conveniently located near our primary customers.
Experienced, Dedicated and Loyal Employees
Right-of-Way Engineering Service's staff consists of 2 licensed land surveyors, computer draftsmen/survey technicians, survey crew, and secretary/book keeper. We are signatory to the International Union of Operating Engineers Local 12, requiring all field personal to be members.
Field and office equipment
Right-of-Way Engineering Services currently owns sufficient field equipment to fully outfit 3 field crews. Standard equipment consists of a 4 wheel drive truck, robotic total station, automatic level, data collector, laptop computer, tripods, rods, tri-brackets, various hand tools and supplies. In addition to three sets of standard equipment we also own 7 high quality Ashtech global positioning system receivers, with 2 sets of radios and controllers for real time kinimatic (RTK) surveys. Our office equipment consists of custom built computers, designed for current AutoCAD software, AutoCAD Civil 3D, GPS post processing software, coordinate geometry software and various office programs. We have a large format color plotter along with all office machines required for daily business.
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Right-of-Way Engineering Services,Inc. City of Vista—Engineering Surveying Services Task Order Approach
Right-Of-Way Engineering Services will begin all projects by establishing open lines of communication with City of Vista staff. Our project manager will coordinate with the City project manager, verifying of the scope of the project, desired deliverables, outlining our intended operations, reviewing the schedule and addressing any specific concerns, needs or desires for the project.
With the project clearly defined we will analyze our current commitments and each project task identifying key milestones and longer lead time items to develop a schedule for each task based on the desired completion date. Efficient execution of each task staying on schedule and within budget includes combining similar tasks and assigning them to a single staff member who will be focused on the project through completion. Additional tasks will be performed by other team members concurrently, all under the oversite of our project manager.
Being a midsize company with a single location, all work is performed at our Oceanside office, enabling daily project reviews with our field crews and open interaction between office staff, project manager and licensed land surveyors. Each staff member keeps digital record of progress made, inquires, discussions and information gathered creating a virtual file showing the progress of each tasks. This digital documentation can be provided along with all research files, documents, maps and as-built drawings collected to the City.
In addition to daily reviews and open interaction between all staff each project is review by the project manager and a licensed land surveyor verifying the City's desired scope was met, the project is entirely complete, it was performed accurately, and that our work adheres to mapping standards, the land surveyor act and sub division map act.
Topographic surveys and design surveys Right-of-Way Engineering Services, Inc will begin by researching the existing right of way lines, property lines, centerlines, existing easements and existing utilities within the Q project site. Research sources include the City of Vista, County of San Diego, Caltrans, North County Transit District, Vista Irrigation District, Buena Sanitation District, FEMA, SDG&E, AT&T and Cable Television companies. Simultaneously our field crews will begin establishing NAD 83 horizontal and NGVD 29 vertical control on site, based on Vista's Control Record of Survey 14023.
Continuing to work on parallel paths our office staff will compile the record land net, providing search coordinates on boundary points for our field crews to locate. Concurrently Right-of-Way Engineering's field crews will be performing cross sections and detailed topography. Three dimensional locations of all natural and constructed surface features, grade breaks, utilities, potholes, exposed utilities and traffic delineation will be recorded. Sewer and storm drain invert elevations and pipe sizes will be measured, pipe type and condition will be noted. Upon receiving the record land net field crews will recover and locate survey monuments that will be used to determine the location of right of way, centerline, property lines and existing easements.
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Right-of-Way Engineering Services,Inc. City of Vista—Engineering Surveying Services Daily progress reviews will be made by the project manager and progress compared to the scope of work to ensure all tasks are being addressed properly. Data from the collection of cross sections and topography will be compiled in AutoCAD creating a three dimensional base map, triangulated irregular network (TIN), and alignment files. Field notes from the boundary survey will then be reduced and the traverse reviewed. Coordinate locations of found survey monuments will be held and the record land net adjusted to fit the found survey monuments.
Existing easements, underground utility locations from potholes and shown on utility company drawings, sewer and storm drain invert elevations, benchmark information, and a feature legend will be added to the base map.
Right-of-Way Engineering's project manager will review the base mapping and boundary three dimensionally in the office and in the i!l field at the project site for accuracy and completion. After a thorough review, the base map, AutoCAD files, copies of record documents and site photo's will then be electronically submitted to the City of Vista's project manager for review.
Boundary Surveys Establishing existing boundaries, existing easement locations, new boundaries and new easement locations begins with extensive research of record maps and documents on file in the County of San Diego survey records department, county recorder's office, TitlePro 247, Caltrans and City records. Maps and documents will be reviewed for existing right of way locations, dedications, easements and senior deeds then complied into a record data land net providing calculated location to search for existing survey monuments.
Field survey begins with establishment NAD 83 horizontal and NGVD 29 vertical control on site based on published survey control. We will then layout a traverse network along the entire project and begin a diligent search for existing monumentation, based on the previously made calculations, to establish the location of the desired boundary or easement. With a sufficient number of existing monuments recovered we will flag the boundary lines and existing easement limits. Monuments will be set to replace any missing corners and on newly established lines and the locations of all monuments will be compiled into a Record of Survey and filed with the county of San Diego.
Legal descriptions with exhibit plats for easement and fee acquisition are prepared by a Licensed Land Surveyor and reviewed by a separate Licensed Land Surveyor to insure quality and accuracy. Vesting deeds are acquired and reviewed comparing current assessor's configuration, ownership, and surrounding properties to verify the validity of the deed.
Secondary calls, exceptions and senior rights are noted. A base map is created in AutoCAD utilizing field survey when applicable, available record map data, deed information, title report information and existing easements shown in the title report, on record maps or provided by the City. From the base map a plat is created depicting the area of acquisition with annotated dimensions, ownership, applicable record maps, vesting document, and existing easement references. From the calculated dimensions a legal description of the area of acquisition is then written giving careful consideration to the direction of the description, use of secondary calls and any adjacent acquisitions. Lot closure reports are prepared and compared to the legal description courses and plat dimensions to insure all courses are included and correct. 06/13/2023 03 143 of 190
Right-of-Way Engineering Services,Inc. City of Vista—Engineering Surveying Services Document Review is performed by a Licensed Land Surveyor. Right-of-Way Engineering Services currently provides map checking services to the City of Vista and City of Poway. In addition to complete map review and signing for technical correctness we review boundary line adjustments, easement documents and vacation documents. Each document is first verified to be in compliance with the Subdivision Map Act, Professional Land Surveyors Act, and local ordinances, then closure reports are compared to dimensions and courses. When based on record data the vesting deed or map is compared to verify secondary calls are properly used, angular relationship is correct and the document properly describes the intended area. If based on field survey the boundary resolution is scrutinized to insure all potential monuments were searched for, secondary calls were properly established, senior rights were not overlooked and there are no additional maps and deeds that may be pertinent to the document.
Computer mapping is performed with AutoCAD by experienced CAD technicians producing a wide variety of drawings to fulfill any request. Topographic and design mapping from field data, exhibit maps based on compiled record data, GIS data and field data, and complete construction plans from engineers redlines are typical projects. Additional CAD services include quantity calculations, slope analysis, grading plans, cross section plotting and profiles.
Research is performed in house by a Licensed Land Surveyor. Right-of-Way Engineering subscribes to TitlePro 247, providing on-line recorded documents and ownership records.
Although not a replacement for a detailed title search and report, it provides access to recorded deeds, easement documents and agreements. Used in conjunction with the County Recorders document search site we can establish current ownership, chain of title and existing easements.
Construction Staking follows established procedures, beginning with careful review of the project plans, essentially building the project 3 dimensionally in AutoCAD to verify there are no dimensional conflicts within the plans and to assign coordinate locations of key points to control staking alignments. Following the office calculations, project control is recovered and verified. Control verification includes checking the horizontal and vertical datum along with join locations, existing contours and features. A survey staking request form is provided to the City and contractor to be filled out documenting the items that will be staked, date the staking is needed, offset distance and direction of offset. Utilizing the verified control, staking is performed by robotic total station and differential leveling when applicable. Due to accuracy limitations in equipment and networks Right-of-Way Engineering does not use GPS for construction staking. Elevations are recorded on project cut sheets and stake locations are collected to provide an avenue for stake location verification by importing the points into the AutoCAD file and comparing hub elevation with the cut sheets in the office. Scanned copies of the verified cut sheets are then emailed to the City inspector. Response time for construction staking is 48 hours from request, however we remain flexible and are capable of immediate response in emergency situations.
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Right-of-Way Engineering Services,Inc. City of Vista—Engineering Surveying Services Project Team, Organization and Key Personnel
As an ever evolving company Right-of-Way Engineering Services strives to grow with and retain highly qualified personnel. Good people are just the beginning; we encourage continuing education, supporting our people while attending seminars, workshops, college classes and tradeshows. Skills can always be honed, new precedents in boundary determination are being set, new equipment and procedures are being introduced, continuing to learn and embrace change ensures we are providing up to date information and projects to our clients as efficiently as possible.
Qualified personnel provide the foundation for our unique corporate structure. Right-Of-Way Engineering Services has an open structure with easy and frequent interaction between departments. Right-of-Way Engineering's primary team of licensed land surveyors work together in our Oceanside office, providing project oversite, document review, production and support to cooperatively complete our client's projects. Each surveyor's unique project experience and qualifications add value to the company as a whole.
Michael Schlumpberger, PLS, Principle,will serve as Project Manager and the main point of contact coordinating with the City of Vista. Michael will oversee the field operations and office tasks on all projects. Michael has 33 years' experience in all aspects of municipal surveying projects including design surveys, horizontal and vertical control surveys, boundary surveys, construction staking and GPS surveys. Michael has a degree in Land Surveying and has been licensed by the State Board for Professional Engineers and Land Surveyors for 21 years.
In addition to project oversite Michael actively participates in document review concentrating on adherence to acceptable standards of land surveying, City requirements, the subdivision map act and land surveyors act. Michael actively works in AutoCAD preparing maps, plats, topography and design plans, along with our coordinate geometry software post processing boundary and control surveys. Michael also conducts field surveys, specializing in complex boundary and high precision control survey.
Joshua Tatman, PLS, is an integral member of our team providing initial review and quality control of our projects. Joshua is a certified federal surveyor, providing expertise in the public land system, has 17 years' experience specializing in municipal projects gather from his past positions at the Port of Long Beach, County of Orange and two large consulting firms. Joshua is an active member of the State Board for professional Engineers, Land Surveyors and Geologists and provides up to date insight on new procedures, laws and cutting edge technology.
Joshua participates in document review, legal descriptions and AutoCAD drafting of topographical maps, property acquisition plats, record of survey maps, ALTA surveys, and boundary adjustments.
Robert Gates, is our head Party Chief responsible for the daily surveying operations of our field crews and coordinating with the project manager. Robert has 40 years' experience in land surveying, he successfully leads our field crews in performing topography, boundary surveys, control surveys and construction staking. Robert is a member of the International Union of Operating Engineers Local 12
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Right-of-Way Engineering Services,Inc. City of Vista—Engineering Surveying Services Sub-Consultant
In addition to our in-house team Right-of-Way Engineering works together with Photo Geodetic Corporation who specialize in providing photogrammetric aerial mapping. Our companies have served each other on numerous projects throughout our 28 year history. We provide mapping control, supplemental survey and quality checks on projects they have been awarded as a prime, they provide photogrammetric services for us on our projects.
Photo Geodetic Corporation Michael Ing
2806 Alpine Blvd., Suite C President
El Cajon, CA 92021 1161 East Main Street
El Cajon, CA 92021
(619) 631-1366 office
min gphotogeodetic.com
Michael Ing, Principal and Project Manager, for Photogeodetic Corporation provides oversight of photogrammetric mapping, flight scheduling, panel configurations and verifies all mapping meets or exceeds current ACSM standards. Michael has 45 years' experience in aerial mapping, and numerous specialized training certificates.
Michael L. Schlumpberger PLS
Project Manager
Robert Gates Joshua Tatman PLS
Party Chief Survey Coordinator
I.U.O.E.Local 12 Sub-consultant
Survey chainmen and apprentices Photogeodetic—Aerial Mapping Michael Schlumpberger will be the direct line of communication between the City, Right-of- Way Engineering's team members, and Photogeodetic.
Authorization to sign
Michael Schlumpberger serves as president of Right-of-Way Engineering Services and is authorized to sign on the firm's behalf.
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Right-of-Way Engineering Services,Inc. City of Vista—Engineering Surveying Services References
City of Vista
200 Civic Center Drive, Vista CA 92084
Projects completed under current as needed contract May 2018—present: 19 Greg Mayer, P.E. (760) 643-5408 gmayerkci.vista.ca.us Matt Atteberry, P.E. (760) 643-5410 matteberry(&,cityofvista.com Fred Tafaghodi, P.E. (760) 643-5419 ftafa hg odi&cityofvista.com City of Carlsbad
1635 Faraday Avenue, Carlsbad CA 92008
Projects completed under current as needed contract December 2022—Present: 8 Danny Zimny, P.E. (760) 602-7551 Daniel.Zimny(a),carlsbadca.gov Scott Lyle, P.E. (760) 602-7505 scott.lyle&carlsbadca.gov Jason Evans, P.E. (760) 268-4795 jason.evans(d),carlsbadca. ov City of Oceanside Water Utilities
300 North Coast Highway, Oceanside CA 92054
Projects completed under current as needed contract August 2018 —present: 12 Maybel Uyeda, P.E. (760) 435-5819 MUdagoceansideca.org Kirill Dolinskiy (760) 435-5828 KDolinskiy(c,oceansideca.org Rainbow Water District
3707 Old Hwy 395, Fallbrook CA 92028
Projects Completed under current as-need contract September 2018—present: 18 Malik Tamimi (760) 728-1178 mtamimi&rainbowmwd.com
Amanda Parra (760) 468-0890 [email protected]
City of Poway
13325 Civic Center Drive, Poway CA 92064
Projects competed under current as-needed contract December 2019—Present: 9 Melody Rocco, P.E. (858) 668-4653 Mrocco&poway.org
Recent Experience
City of Vista Map and Document review: Beginning in May of 2015 through present day Right-of-Way Engineering Services has been providing Map and document review under our current as-needed professional services agreement. Parcel Maps and Final Maps are review for technical correctness, adherence to the Subdivision Map Act, Land Surveyors Act, Vista Development Code Title 17, and standard land surveying practices. Parcel Maps and Final Maps are signed and stamped attesting to their technical correctness. Right-of-Way Engineering Services also reviews boundary line adjustments to insure they are technically correct and in compliance with the Subdivision Map Act and Land Surveyors Act. Projects range in size from a simple two lot boundary line adjustment to a complex series of boundary line adjustments incorporating 11 properties in total, culminating with a Final Map incorporating three of the final adjusted parcels.
Staff working on project: Michael Schlumpberger, PLS /Joshua Tatman, PLS Fee: Services provided based on the hourly rate specified in our as-needed agreement Schedule: Documents and maps are returned in one to three weeks.
City of Vista reference: Fred Tafaghodi (760) 643-5419 ftafa hg odikcityofvista.com 06/13/2023 03 147 of 190
Right-of-Way Engineering Services,Inc. City of Vista—Engineering Surveying Services City of Vista Monument Preservation Completed in March of 2023 Right-of-Way Engineering recovered, identified and perpetuated existing survey monuments along 109 City streets prior to road resurfacing. Our approach to the project was to research record monument locations, perform field survey locating all survey monuments along 22 miles of roadway scheduled for maintenance, identify any monuments in jeopardy by the project and perpetuate those monuments prior to construction. Spreadsheets were utilized along with notations on record maps to track the location and disposition of each monument through construction. As project areas were completed by the paving contractor our field crew exposed buried monuments and set new monuments on the asphalt surface where monuments had been deeply buried or destroyed.
Corner records were filed to document the new monuments character and locations. Preservation of monumentation was in conformance with Gov Code section 8771 (b), (c), and(d).
Staff working on project: Michael Schlumpberger, PLS /Field Crews Fee: Estimated $58,800.00 Billed$37,305.50
Schedule: NTP issued August 17, 2022, initial work commenced within a week to insure recovery of all monuments prior to start of construction. Final monuments reset and final corner records filed in March of 2023, two weeks after the paving contractor completed their work.
City of Vista reference: Matt Atteberry, P.E. (760) 643-5410 matteberrygcityofvista.com City of Vista Melrose Drive and Sunset Drive Topography: Completed in August of 2021, Right-of Way Engineering Services prepared a comprehensive topographical survey, utilizing both conventional survey and GPS methods. GPS was utilized to establish NAD 83 horizontal and NGVD 29 vertical control based on the City of Vista's control survey ROS 14023 within the project site. Conventional survey methods were used collect all topographic features including cross sections of existing streets, surface utilities, utility marked out, and all existing boundary monuments within the project area. Field data was combined in AutoCAD preparing a base map for design with a digital terrain model (DTM). Utilities were plotted based on surface locations, markout and as-built utility plans, property boundaries, street right of ways, and easements were plotted based on found monument locations.
Staff Working on Project: Michael Schlumpberger, PLS, Joshua Tatman/Field Crew Fee: Estimate $10,660.00 Billed$10,660.00
Schedule: NTP received June 8, 2021, Topography delivered July 29, 2021 City of Vista reference: Jason Rivera(760) 643-5422 jriverakci.vista.ca.us City of Poway Map Checking Services:
Beginning in 2016 Right-of-Way Engineering has been providing technical review of Parcel Maps and Final Maps for correctness, adherence to the Subdivision Map Act, Land Surveyors Act, and standard land surveying practices. Parcel Maps and Final Maps are signed and stamped attesting to their technical correctness.
Staff working on Project: Michael Schlumpberger, PLS /Joshua Tatman, PLS Fee: Project cost based on established hourly rate.
Schedule: Services provided as requested. Submittal are typically reviewed and returned in one to three weeks, depending upon the scope of the review City of Poway reference: Melody Rocco, PE (858) 668-4653 Mrocco&poway.org 06/13/2023 C3 148 of 190
Right-of-Way Engineering Services,Inc. City of Vista—Engineering Surveying Services City of Oceanside Water Utilities Garrison Lift Station: Completed in August of 2022, Right- of-Way Engineering Services, assisted Oceanside Water Utilities with the location and purchase of a three acre parcel from Oceanside Unified School District for construction of a future lift station. Our initial task was preparation of exhibit plats depicting the area desired by water utilities for review by the school district and developer that desired to purchase the remainder of the parcel. As an agreement on the configuration of the parcels was reached a boundary survey was performed locating and marking the existing exterior property boundaries and proposed parcel lines for physical review. After field inspection of the proposed parcels, the water department, school district and developer agreed on the final parcel configuration. Right-of-Way Engineering then prepared a legal description with plat map for acquisition of the agreed upon parcel. Following recordation of the deed for the new water utilities parcel a record of survey was prepared and filed with the County of San Diego and permanent markers were set at each new lot corner.
Staff Working on Project: Michael Schlumpberger, PLS /Field Crews Fee: Estimate $18,330.00 Billed$17,774.18
Schedule: NTP received march, 2022, Record of Survey recorded August 2022 City of Oceanside reference: Maybel Uyeda, P.E. (760) 435-5819 MUyeda(&,oceansideca.org City of Carlsbad Parking Lot ADA Compliance upgrades: Completed in February of 2021, Right of Way Engineering Services provided topographical mapping utilizing conventional survey methods for portions of 10 City parking lots requiring upgrades for ADA compliance.
Due to strict ADA guidelines for ramp grades, landing grades and clear space requirements elevations needed to be collected at tighter intervals than standard, at key points on existing access ramps and additional attention given to the limits of existing features that could impede disabled access within each site. Topography included all existing striping, curb, gutter, lip, driveways, ramps, walls, walks, concrete, asphalt, and all surface utilities. Wet utilities included storm drain catch basins configuration and location with grate corners, invert elevations and pipe sizes, and sewer manholes with pipe sizes and invert elevations. Improvements on four of the ten sites were near the property boundaries of the parking lots. Parcel boundaries were researched for these four sites and a boundary survey conducted to accurately establish the limits of each parking lot. Field topographic points were imported into AutoCAD and a base map at a scale of 1"=20' was compiled for each site that included all existing features, 1' contours, surface utilities, storm drain and sewer details and property boundaries when applicable. To verify the accuracy of the DTM contours were generated at an interval of 0.10' and reviewed for spikes, gaps and abrupt changes in direction.
Staff Working on project: Michael Schlumpberger, PLS /Joshua Tatman/Field Crews Fee: Estimate $24,680.00 Billed$18,805.00
Schedule: NTP received November, 2020, Topography delivered January 2021 City of Carlsbad reference: Scott Lyle, P.E. (760) 602-7505 scott.lylekcarlsbadca.gov City of Carlsbad Storm drain Replacement: Right-of-Way Engineering provides topographic survey for an ongoing storm drain maintenance program throughout the City of Carlsbad. Over the past 8 years Right-of-Way Engineering has completed surveys for 45 separate site ranging from replacement of small sections of CMP connecting catch basin on opposite sides of a street to half mile stretches of existing street R/W and private property for design of an entire new storm drain system. Surveys included establishing NAD 83 horizontal and NGVD 29 vertical control based on City of Carlsbad survey control on each site, collecting detailed conventional 06/13/2023 G3 149 of 190
Right-of-Way Engineering Services,Inc. City of Vista—Engineering Surveying Services topography of existing natural and constructed features, trench lines, sewer manhole invert elevations, existing storm drain structure details, surface utility location, utility map research, utility plotting from as-built drawings,boundary survey, street centerlines, street R/W lines, property lines with ownership information and base map preparation in AutoCAD on a standard City of Carlsbad Engineering sheet.
Staff working on project: Michael Schlumpberger, PLS /Joshua Tatman/Field Crews Fee: Estimates provided for each site. Actual billing was less than or equal to the estimate.
Scheduled: Project were typically completed within 3 weeks of P.O. issue City of Carlsbad references:
Danny Zimny, P.E. (760) 602-7551 Daniel.Zimnygcarlsbadca. og_v Scott Lyle, P.E. (760) 602-7505 scott.lyle(&,carlsbadca.gov Jason Evans, P.E. (760) 268-4795 jason.evans&carlsbadca.gov Rainbow Municipal Water District As-Needed Surveying Services Right-of-Way Engineering has been under contract with Rainbow Municipal Water District since 2018 providing as-needed surveying services on numerous projects within the district. Over the past 4 years Right-of-Way Engineering has completed a multitude of surveys ranging from review of existing easement documents, preparation of legal descriptions and plat maps for new easement acquisition, to complex boundary surveys and design surveys for construction of new facilities. Field surveys included establishing NAD 83 horizontal and NAVD 88 vertical survey control on each site, collecting detailed conventional topography of existing natural and constructed features, boundary survey, easement locations and base map preparation in AutoCAD.
Staff working on project: Michael Schlumpberger, PLS /Joshua Tatman/Field Crews Fee: Contract Value 2018 to present: $98,891.10
Schedule: NTP received November, 2020, Topography delivered January 2021 Rainbow MWD reference: Chad Williams (760) 728-1178 cwilliams(krainbowmwd.com Team Members Purposed
Right-of-Way Engineering Services purposes to dedicate Michael Schlumpberger, PLS as the project manager and main point of contact for the City of Vista's As-Needed Professional Engineering Survey Services contract. Joshua Tatman, PLS for additional document and map review, survey coordination and quality assurance review. Field survey crew personnel may vary depending upon the nature of project.
Standard Contract Agreement
Right-of-Way Engineering Services has reviewed the Request for proposals for as-needed professional survey services for capital improvement projects, the City of Vista's sample contract for Professional Services and their insurance requirements. We currently carry insurance coverage more than sufficient to satisfy the requirements, and agrees with all terms and conditions of the contract.
Attachments:
Resumes
Topographic Survey completed in 2021 for the City of Vista Cut Sheet completed in 2020 for the City of Vista
Record of Survey recorded in 2022 for the City of Oceanside 06/13/2023 1@3 150 of 190
Right-Of-Way Engineering Services, Inc.
Land Surveying
Michael Schlumpberger, PLS �"r
President
Project assignment:
Project Manager
Survey Supervisor
Education:
A.A., Surveying, Palomar College, California
A.A., General Education, Palomar College, California
Joint apprenticeship program training
Continuing education courses, seminar, workshops and specific equipment training Professional registration and affiliation:
Professional Land Surveyor-California, 2001 (#7790)
California Land Surveyors Association member, State and local chapter Relevant experience:
Michael Schlumpberger has 33 years' experience in all aspects of municipal surveying projects including horizontal and vertical control surveys, boundary surveys, GPS surveys, and construction staking. He is well versed in all aspects of the surveying industry.
Roadway improvement experience includes design surveys for numerous street widening and re- alignment projects ranging in size from small residential street improvements to Caltrans highways.
Services performed include GPS horizontal and vertical control networks, boundary surveys to determine existing right of way, document preparation for additional acquisition, locating existing encumbrances, cross section of existing roadways, utility research, utility location, aerial mapping, monument preservation, and construction staking.
Michael has overseen and conducted complex boundary surveys on various project types and sizes.
Completed projects include miles of proposed roadway, existing road right of way, long pipeline corridor alignments, military bases, sectionalized land, remote communication tower sites, wind turbine sites, surface mining limits and municipal facility sites. Records of surveys documenting these boundary surveys that extend throughout many southern California counties have been filed with the respective county surveyor.
In addition, Michael has provided oversight on a multitude of water and sewer projects which include aerial photogrammetry control, boundaries, right of way surveys, utility location and construction staking for reservoirs, treatment plants, pumping stations, large diameter engineered pipe and small diameter replacement lines.
Michael now serves as President and project oversight providing expertise in boundary locations, mapping, right of way acquisition and field procedures. 615 South Tremont Street•Oceanside,CA 92054•(760)637-2700• Email [email protected] 06/13/2023 C3 151 of 190
Right-Of-Way Engineering Services, Inc.
Land Surveying
Joshua C. Tatman, PLS, CFedS �"r
Senior Land Surveyor
Project assignment:
Map Checking and Document Review
Education:
Surveying &Mapping Sciences
Rancho Santiago Canyon College, Orange, CA.
Global Position System Technology
University of California Riverside Extension, Riverside, CA.
Professional registration and affiliation:
California—Professional Land Surveyor#8858, July 2011
Bureau of Land Management—Certified Federal Surveyor#1548, February 2012 Subject Matter Expert, National Council of Examiners for Engineers & Surveyors (NCEES) Expert Consultant, Board for Professional Engineers, Land Surveyors & Geologists Rancho Santiago Community College District(RSCCD) Board Scholar, July 2011 California Land Surveyors Association—State Member, 2006—Present Relevant experience:
Senior Surveyor, Port of Long Beach
Creation and review of lease maps for compliance with all state and local regulations.
Research deeds, maps, survey notes, for the preparation of internal exhibits, Records of Surveys, and Corner Records.
Oversite of survey field crews in a wide variety of survey projects, including but not limited to, topographic,boundary, hydrographic, and geodetic.
Preparation or review of legal descriptions for capital improvement projects.
Project Manager, Johnson-Frank&Associates
Reviews, checks and oversees the checking of Final Maps, Parcel Maps, Records of Survey, Lot Line Adjustments, Certificates of Compliance, Certificate of Correction's, Legal Description& Exhibit's for various Cities and Counties.
Project Surveyor, Psomas
Boundary analysis and computations
Legal description writing and preparation
Identified, analyzed and arbitrated complex boundary problems.
Survey Instrumentman, County of Orange/O.C. Public Works/OC Survey Coordinated the preparation, analysis, calculation and map drafting of boundary surveys, centerline surveys and control surveys for aerial mapping.
Research and interpret right-of-way maps, record of surveys, subdivision maps, parcel maps, construction plans, survey notes, design plans and other relevant technical information.
Review field notes and computations submitted by the Survey Party Chiefs for completeness and accuracy.
615 South Tremont Street•Oceanside,CA 92054•(760)637-2700• Email [email protected] 06/13/2023 C3 152 of 190
1161 East Main St., Suite 102, pHora �FnnFrre Website: www.photogedetic.com -
El Cajon, CA 92021-7150 CORPORATION E-mail: [email protected]
AERIAL MAPPING PROFESSIONALS
Tel: (619)631-1366
Fax: (619)631-1375
MICHAEL G. ING, PROJECT MANAGER
1161 East Main St., Suite 102 ♦E/Cajon, CA 92021-7150 (619) 631-1366
PRESIDENT AND GENERAL MANAGER
EXPERIENCE
PHOTO GEODETIC CORPORATION; SINCE 1981
PRESIDENT AND GENERAL MANAGER. Responsible for all phases of operations and administration of the firm.
VICE PRESIDENT AND GENERAL MANAGER, 1999 - 2000, responsible for consulting with the Engineer Principal,for all daily operation and general administration of the firm.
PRODUCTION MANAGER 1986 - 1999, responsible for all aspects in the efficient operation of a large Photogrammetric Engineering Company. Duties include liaison with corporation President, client relations.project estimating,cost analysis, supervision of personnel,equipment, and quality control.
PHOTO LAB MANAGER 1981 - 1986 responsible for all aspects of photo lab and related photographic production,liaison with production manager in estimating and scheduling.
AERO-GEODETIC CORPORATION; 1976- 1981
Photo Lab Manager, responsible for all aspects of the photo lab and related photographic production, liaison with production manager in estimating and scheduling.
LARRY HOPKINS MOTORHOMES.; 1974- 1976
Parts Manager, responsible for all Parts Department related functions, oversee stock for in-house and special order parts department, liaison with service manager to assure parts availability.
EDUCATION
Sierra Vista High School - 1973
SPECIALIZED TRAINING
1998 - Digital/Orthophoto
1997 - Digital Imagery and Digital Rectification
1991 - Digital Data Base Mapping
1986 - Management and Administration for Photogrammetry 1985 - Stereo Plotter Operator
1984 - Drafting and Scribing of Topographic Mapping
1976 - Photo Lab Operations and Management
AMERICAN SOCIETY FOR
SOCIETY OF CALIFORNIA LAND PHOTOGRAMMETRY
AMERICAN SURVEYORS AND REMOTE SENSING
MILITARY ENGINEERS t ASSOCIATION
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iJl / APN: 189-120-17
/ 1290 SUNSET DRIVE
APN: 169-130-31 TL / // ARMSTRONG FAMILY TRUST HEDIONDA AVENUE TL TL 0-1MATHEWS FAMILY TRUST ®w ID
o ® V APN: 169-120-22 I BASIS OF COORDINATES & ELEVATIONS
SUNSET DRIVE
CITY OF VISTA I NAD 83 (1991.35 EPOCH) PT. # 2055 PT. # 2066
V2055 V2066
ran
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WELL MONUMENT AND DISC STAMPED "LS 1.5" DISC STAMPED "LS 5669 GPS 2066" 0 3654" ON THE CENTERLINE OF SOUTH ON THE SOUTHWEST SIDE OF SOUTH SANTA (n TL I MELROSE DRIVE 330'f NLY OF COUNTY FE AVENUE IN FRONT OF 1315 SOUTH M I LEGEND COMPLEX DRIVE SANTA FE AVENUE.
I I N 2014392.828' N 2012962.786' I WATER METER E 6246703.198' E 6263411.969' I
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WATER VALVE
EL. 444.67' NGVD 29
ELEV. 254.01' NGVD 29 ( )
rn I I FIRE HYDRANT RECORD OF SURVEY 14023 RECORD OF SURVEY 14023 v GAS VALVE
LIGHT
I I ❑ PILASTER
I EXISTNG SURVEY MONUMENT
TL TRAFFIC LOOP
/ I I NOTE:
SLI PROPERTY LINES, RIGHT—OF—WAY LINES, AND EASEMENT LINES / I I TREE (TRUNK PLOTTED TO SCALE) SHOWN HEREON WERE ESTABLISHED FROM AVAILABLE RECORD / I MAPS AND ASSESSOR'S MAPS. NO TITLE REPORTS WERE I I WERE
REVIENTIEDFNTO TIHEPPROJECT COORDINA EROJECT. SELECT OSD MTEEMUMOENTS / I ORIENTATE RECORD MAPS. BEARINGS AND DISTANCES TAKEN
FROM THIS DRAWING REPRESENT A BEST FIT COMPILATION OF
/ I RECORD DATA. THESE PROPERTY LINES, RIGHT—OF—WAY LINES,
AND EASEMENT LINES ARE INTENDED TO BE USED FOR A
GRAPHIC REPRESENTATION ONLY.
I I
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I
IMPR❑VEMENT PLANS FOR:
SUNSET DRIVE AT SOUTH MELROSE DRIVE
CITY OF VISTA FIRE DEPARTMENT VISTA IRRIGATI❑N DISTRICT CITY OF VISTA — SANITATI❑N O LAND Right—Of—Way Engineering Services, Inc. ��5 SCHLUMA'QL ADDRESS:
APPROVAL ❑F THESE IMPROVEMENT PLANS DOES NOT 615 South Tremont Street • Oceanside, CA 92054 V �y m �� COMMIT DISTRICT TO SUPPLYING WATER TO THIS F O APPROVED BASIN: (760) 637-2700 row®roweng.net _ -;3
PROJECT OR GUARANTEE THAT WATER WILL BE
AVAILABLE. Job No.: 2107-0023-11 No. 7790 A FOR CITY ENGINEER RCE EXPIRES DATE SHEET OF Exp. 12/31/19
BENCH MARK:
DISTRICT ENGINEER RCE DATE
NO. DESCRIPTI❑N CITY DATE VID DATE OF CAL\F D WG-XXX APPR❑VED DATE APPROVAL VALID FOR TWO (2) YEARS FROM DATE APPROVED RCE DATE MICHAEL L. SCHLUMPBERGER, PLS 7790 DATE COV LAST REV'D: 412712018 VID LAST REV'D: 1112712019 P.C.: LD# GP#' 06/13/2023 C3 154 of 190
Right-of-Way Engineering Services, Inc.
615 South Tremont Street, Oceanside, CA 92054, (760) 637-2700
GRADE SHEET
Location:
R.C.E..—L.S. CHECKED BY DATE
STATION B.S. H.I. F.S. ELEV. GRADE CUT FILL OFFSET REMARKS B.M. T.B.M.
I' I iS'0a D. Sam �9 6 'TO r i-7 x 1 � " n :iaS s ss- 7
sZ RG^ n r
7 S
z Z,� S,q YZ r Q Pa
7 5 a U s 1
ZZ 00 � 4ql 55 30 1 Roc ,7 ¢ ! I, 7 S !v so C, _
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THE CONTRACTORS ARE CAUTIONED TO OBSERVE THE FOLLOWING RULE IN USING THE GRADE STAKES GIVEN BY THIS OFFICE FOR PUTTING IN CURBS, SEWERS, STORM DRAINS, V—GUTTERS, WATER LINES, AND ALL OTHER RELATED WORK:
"THREE CONSECUTIVE POINTS THAT ARE SHOWN TO BE ON THE SAME RATE OF SLOPE MUST BE USED IN COMMON IN
ORDER THAT ANY VARIATION OUT OF A PERFECT GRADE MAY BE DETECTED, AND IN CASE ANY SUCH DESCREPANCY IS FOUND ��=ST BE REPORTED. OTHERWISE THICs
GRADE 0 WORK." FFICE WILL NOT BE RE5PON51BLE Fji 5NbfEf@0 IN
RECORD OF SURVEY MAP
2.45Z :3
NO .
NORTH 1/4 CORNER (N87'26'31"E 1330.14' R2) (N87'27'20"E 1330.14' R3) 2 SHEET 1 OF 2 SHEETS SECTION 19 (SNF) RECORD 0 N87-27'09"E 1330.06' LOCATION PER MAP 9359 (N87'29'05"E 1330.18' R1) (N87'26'31"E 1330.14' R2) NE CORNER RECORD OF SURVEY
N87'26'47"E 1330.18'
SECTION 19
1324.42' OF A PORTION OF THE WEST HALF OF THE NORTHEAST QUARTER (1324.42' D4) OF SECTION 19, TOWNSHIP 11 SOUTH RANGE 4 WEST SAN
BERNARDINO MERIDIAN, IN THE CITY OF OCEANSIDE, COUNTY OF FOUND MONUMENT NOTES SAN DIEGO, STATE OF CALIFORNIA, AS DESCRIBED IN INDIVIDUAL 200' 100' 0' 200' 4flfl' GRANT DEED RECORDED JULY 8, 2022 AS DOCUMENT NO. 10 FOUND 2" IRON PIPE MATH 1 1/4" BRASS CAP z t 2022-0281093 OF OFFICIAL RECORDS STAMPED "LS 3681 SDGE", FLUSH WITH SURFACE, LEGEND ACCEPTED AS 1/16 CORNER SECTION 19 PER
MAP 9359. ROS 19182 DOES NOT ACCEPT. SCALE: 1 200' CENTERLINE OF EASEMENT DESCRIBED IN ® FOUND 2" IRON PIPE CAPPED, WITH PUNCH ® INDICATES FOUND POINT AS NOTE HEREON.
DEED TO SAN DIEGO GAS AND ELECTRIC MARK, 0.25' BELOW SURFACE, ACCEPTED Q INDICATES SET 2" IRON PIPE WITH BRASS TAG COMPANY RECORDED APRIL 11, 1951 IN AS NORTH EAST CORNER OF SECTION 19 STAMPED 'LS 7790' UNLESS OTHERWISE NOTED BOOK 4049 PAGE 91 OFFICIAL RECORDS. PER ROS 19182 AND ROS 6590 ( ) INDICATES RECORD DATA PER REFERENCE AS NOTED
ROS 19182 ESTABLISHED THIS LINE VICINITY MAP PARALLEL TO THE EAST LINE OF WEST FOUND 2" IRON PIPE WITH 1 1/4" BRASS * EXAGGERATED FOR CLARITY HALF OF THE NORTHEAST 1/4 OF CAP STAMPED "RCE 8195 1/16 S19 1965", NO SCALE SECTION 19. THIS SURVEY ACCEPTS THE 0.80' BELOW THE SURFACE, ACCEPTED AS E HRA HELD RECORD ANGLE ESTABLISHMENT OF THE EASEMENT 1/16 CORNER PER ROS 19182, MAP 9359 DESCRIBED IN BOOK 4049 PAGE 91 AS (SNF) SEARCHED NOT FOUND SHOWN ON ROS 19182 AND ROS 6590
i D1 INDICATES RECORD DATA PER GRANT DEED RECORDED FEBRUARY 20, 1962 ® FOUND 1 1/2" IRON PIPE WITH SQUARE rn
AS FILE/PAGE NO. 29606
BRASS TAG STAMPED "LS 2411", 2.80' OCEANSIDE D �o 'O BELOW SURFACE ACCEPTED AS CENTER OF K D2 INDICATES RECORD DATA PER GRANT DEED RECORDED JULY 8, 2022 AS r SECTION 19 PER ROS 19182, MAP 9359 AND N �6 �, o DOC. NO. 2022-0281093 to VU � eT HE �D t r 5 FOUND 2" IRON PIN MATH BRASS TAG 5 P D3 INDICATES RECORD DATA PER GRANT DEED TO RAY A. WILCOX ET.AL I RECORDED JANUARY 25, 1960 AS DOCUMENT NO. 15744 :2STAMPED "RCE 13177", 0.50' BELOW
nn n�n/n � SURFACE PER MAP 10194 AND ROS 14672 PROJECT D4 INDICATES RECORD DATA PER DEED TO SDGE RECORDED APRIL 11, 1951 o ® FOUND 3/4" IRON PIPE OPEN FLUSH WITH LOCATION IN BOOK 4049 PAGE 91 OFFICIAL RECORDS 0 0 ��' Bow R1 INDICATES RECORD DATA PER MAP 9359 -, Z SURFACE, 0.22 SOUTH OF 1/4 SECTION LINE, �� Z 0 o v NO RECORD, NOT USED 0 W �� R2 INDICATES RECORD DATA PER ROS 19182 `V Q7 FOUND LEAD, PIN AND TAG STAMPED "RCE R3 INDICATES RECORD DATA PER ROS 6590 w 29930" IN SIDEWALK, ACCEPTED AS A POINT '0 FP��`� R4 INDICATES RECORD DATA PER MAP 10194
ON THE NORTHWESTERLY LINE OF THAT
u� 60.00' EASEMENT DESCRIBED IN DEED D3 j _ R5 INDICATES RECORD DATA PER PM 8074 �* o PER ROS 19182
N Z O� ...
W v �$ FOUND 3/4" IRON PIPE WITH PLASTIC CAP BASIS OF BEARINGS N ...
ti- STAMPED RCE 29930 0.50' BELOW ��j SURFACE. HELD FOR ALIGNMENT OF THE THE BASIS OF BEARINGS OF THIS SURVEY IS THE SOUTH LINE d _ o N PROLONGATION OF THE NORTHWESTERLY LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION ® z OF THAT EASEMENT DESCRIBED IN DEED D3 19, TOWNSHIP 11 SOUTH RANGE 4 WEST SAN BERNARDINO N PER ROS 19182, PIPE LIES N29-31'47"E 0.31' MERIDIAN AS SHOWN ON ROS 19182 FROM INTERSECTION OF NORTHWESTERLY LINE I.E. NORTH 89'36'34" EAST. of w OF EASEMENT DESCRIBED IN D3 AND A LINE PARALLEL AND 6' NORTHWESTERLY OF THE
CENTERLINE OF D4 FOUND MONUMENT NOTES SURVEYOR'S STATEMENT Z Q9 FOUND RUSTY REMAINS OF 1" IRON PIPE 0.80' 14 FOUND 2" IRON PIPE MATH BRASS TAG THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR BELOW SURFACE, ACCEPTED AS REMAINS OF 1" STAMPED "RCE 13817" FLUSH WITH SURFACE, UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS 129 IRON PIPE FOUND ON MAP 9359. REMAINS LIE ACCEPTED AS ANGLE POINT IN LOT 130 PER OF THE PROFESSIONAL LAND SURVEYOR'S ACT AT THE REQUEST S30'07'53"W 3.16' FROM INTERSECTION OF LINE MAP 9359 AND ANGLE POINT IN D1 AND D2 OF THE CITY OF OCEANSIDE IN AUGUST 2022.
PARALLEL AND 6' NORTHWESTERLY OF THE
�Q 130 CENTER LINE OF D4 AND LINE 60' WESTERLY OF 15 FOUND
PLASTIC
AS C LAM
NO EAST LINE OF THE WEST HALF OF THE P 0.30' ABOVE SURFACE, PER MAP ? SL NORTHEAST QUARTER OF SECTION 19 USE FOR BEST FIT LINE 0.22' EASTERLY OF 131 SEE SHEET 2 LINE MICHAEL L. SCHLUMPBERGER, L.S. 7790 P0 132 1© FOUND 3/4" IRON PIPE WITH BRASS TAG 16 FOUND 3/4" IRON PIPE WITH BROKEN PLASTIC 0 STAMPED "LS 4312 0.50 ABOVE SURFACE, CAP 0.35 ABOVE SURFACE, PER MAP 9359. m " 2 No. 7790 rn
®\r 133 NO RECORD. PIPE LIES N01'05'40"W 1.34' USED FOR BEST FIT LINE 0.04' WESTERLY OF October 31, 2022 Exp.
G)P FROM INTERSECTION OF LINE PARALLEL AND 6' LINE DATE \� 134 NORTHWESTERLY OF THE CENTER LINE OF D4 TFOFF' CAS
AND LINE 60' WESTERLY OF THE EAST LINE OF ® FOUND 3/4" IRON PIPE WITH BROKEN PLASTIC 135 THE WEST HALF OF THE NORTHEAST QUARTER CAP FLUSH WITH SURFACE, PER MAP 9359. COUNTY SURVEYOR'S STATEMENT OF SECTION 19 USED FOR BEST FIT LINE 0.11' WESTERLY OF 136 LINE
APN: 162-020-24 THIS MAP HAS BEEN EXAMINED 1N ACCORDANCE WITH GRANT DEED TO / 11 FOUND 3/4" IRON PIPE MATH BRASS TAG 18 FOUND BRASS TAG STAMPED "RCE 13817" IN SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S OCEANSIDE UNION SCHOOL STAMPED "LS 4312" FLUSH WITH SURFACE, NO CONCRETE BROW DITCH PER MAP 9359. USED IVOVEMg�/2 DISTRICT RECORDED RECORD. PIPE LIES 0.06' WEST OF A LINE 60' FOR BEST FIT LINE, 0.01' EASTERLY OF LINE ACT THIS ?Rb DAY OF 2022.
FEBRUARY 20, 1962 AS WESTERLY OF THE EAST LINE OF THE WEST FILE/PAGE NO. 29606 HALF OF THE NORTHEAST QUARTER OF SECTION 19 i9 FOUND 3/4" IRON PIPE OPEN, FLUSH WITH SURFACE, PER MAP 9359. USED FOR BEST FIT
LINE, 0.07' EASTERLY OF LINE ��,`��®®8A� 12 FOUND 1" IRON PIPE WITH BRASS TAG A A.& dl STAMPED "RCE 7604" 0.15' BELOW SURFACE, FOUND 3/4" IRON PIPE, OPEN, FLUSH MOTH � �f �� PER MAP 9359. S80'27'39"W 1.03' FROM SURFACE, PER MAP 9359. USED FOR BEST FIT / CALCULATED CORNER LINE, 0.02' WESTERLY OF LINE Q 1 (690.81' D1 D2) ® FOUND 3/4" IRON PIPE WITH PLASTIC CAP BRYAN A. BRADWAY, PLS 8 4 1 FOUND 1" IRON PIPE WITH BRASS TAG FOR THE COUNTY SURVEY®Rq0G��� (690.25' RS) (690.66' R4} � � STAMPED RCE 29930 FLUSH WITH � � 690.58' STAMPED "RCE 7604" FLUSH WITH SURFACE, SURFACE, PER ROS 19182, PIPE LIES 0.08 PER MAP 9359. PIPE LIES N69"49'08"W 1.15' EASTERLY OF THE EAST LINE OF THE WEST ® N89-36'34"E 1322.28' G3 FROM NORTH WEST CORNER WHICH WAS HALF OF THE NORTHEAST QUARTER OF , CENTER (N89"39'09"E 1322.22' R1) y6?
ESTABLISHED HOLDING 160' FROM THE FOUND SECTION 19 RECORDERS STATEMENT (N89'36'34"E 1322.39' R2) ANGLE POINT IN SLOT 130, RECORD ANGLE FOUND 3 4" IRON PIPE WITH BRASS TAG '�SECTION 19 (N89'30'30"E D1 D2) FROM A LINE 60 WESTERLY OF THE EAST LINE STAMPED,LS 4312" 0.25' BELOW SURFACE, FILE NO. Z0�Z- 6C' 0�7 OF THE WEST HALF OF THE NORTHEAST FILED THIS Z DAY N EM"SUR2022 AT 1-: 0 CLOCK-A.M., IN BASIS OF BEARINGSQUARTER OF SECTION 19 AND RECORD NO RECORD, PIPE LIES 0.13 WESTERLY OF h0�
DISTANCE OF 295'. THE EAST LINE OF THE WEST HALF OF THE BOOK OF RECORD OF SURVEY MAPS AT PAGE AT THE NORTHEAST QUARTER OF SECTION 19 REQUEST OF THE MICHAEL L. SCHLUMPBERGER C9
ERNEST J. DRONENBURG, JR. BY: !
COUNTY RECORDER DEPUTY COUNTY RECORDER
FEE: $51.00
Right-Of-Way Engineering Services, Inc. CALIFORNIA COORDINATE INDEX 378-1665 615 South Tremont Street • Oceanside, CA 92054
06/13/202!9 637-2700 [email protected] C3 162-020-2456 of 190 Job no.: 2201-0003-01 ASSESSORS PARCEL NUMBER:
-�' ECORD
OF SURVEY MAP NO . allESS3
60' 30' 0` 60' 120' SHEET 2 OF 2 SHEETS NTH
(NOO°14'14"E 2614.23' R2) (NOO'16'31"E 2614.11' R1) SCALE: 1 60' N00"Y4'13*E 2614.51'
FOUND MONUMENT NOTES FOUND MONUMENT NOTES
- -YL--1736.76' SDGE FILE/PAGE 66-137854 � .T ' NOO'14'13"E (332.68' R2j ® FOUND 2" IRON PIPE WITH 1 1/4" (S00`18'07"W 1736.76° D4) (509. is BRASS CAP STAMPED "RCE 8195 1/16 ® FOUND 3/4" IRON PIPE WITH PLASTIC CAP 48' CENTERLINE OF EASEMENT DESCRIBED IN 3 ci " STAMPED "RCE 29930" 0.50' BELOW (140.03' R1) N09 44,3 W 656.37' p4 DEED TO SAN DIEGO GAS AND ELECTRIC w ;� o: S19 1965 0.80 BELOW THE SURFACE, SURFACE. HELD FOR ALIGNMENT OF THE 13972' sS637, COMPANY RECORDED APRIL 11, 1951 IN M O ACCEPTED AS E 1/16 CORNER PER ROS PROLONGATION OF THE NORTHWESTERLY LINE (HRA D1 D2) BOOK 4049 PAGE 91 OFFICIAL RECORDS :`� c a, 00 OCEANSIDE LAND TRUST 2011-0327595 19182, MAP 9359 AND ROS 6590 OF THAT EASEMENT DESCRIBED IN DEED D3 UNABLE TO PLOT DOCUMENT SEE ROS 19182 " N00'14'13"E 202.55' PER ROS 19182 PIPE LIES N29`31 47 E 0.31' (NOO`19'15"E 205.00' R1) t1 18 ~``- z z o ® FOUND 2" IRON PIPE WITH BRASS TAG -�•..�.� "-•----_. FROM"RCE 13177" d.50' BELOW 0M INTERSECTION OF NORTHWESTERLY LINE (NOO'16'43"E 205.00' D1 D2) NO 4413'E SURFACE, PER MAP 10194 AND ROS (N09 54'75"E 5 Q OF EASEMENT DESCRIBED IN D3 AND A LINE �GS 19182 14672 PARALLEL AND 6' NORTHWESTERLY OF THE 25 .66' R CENTERLINE OF D4 (N0951.43"E 255.66' Di ® FOUND 3/4" IRON PIPE OPEN, FLUSH 129 o D2� © 7 WITH SURFACE, 0.22' SOUTH OF,1/4 FOUND RUSTY REMAINS OF 1" IRON PIPE 0.80
SECTION LINE, NO RECORD, NOT;USED BELOW SURFACE, ACCEPTED AS REMAINS OF 1" IRON PIPE FOUND ON MAP 9359. REMAINS LIE
a n ?9? FOUND LEAD, PIN AND TAG STAMPED S30'07'53"W 3.16' FROM INTERSECTION OF LINE
92. �S?go "RCE 29930" IN SIDEWALK, ACCEPTED PARALLEL AND 6' NORTHWESTERLY OF THE F AS A POINT ON THE NORTHWESTERLY CENTER LINE OF D4 AND LINE 60' WESTERLY OF p LINE OF THAT 60.00' EASEMENT THE EAST LINE OF THE WEST HALF OF THE �"' ry y09 ,1� riy ',Q��3gs S,A,2�'D DESCRIBED IN DEED D3 PER ROS NORTHEAST QUARTER OF SECTION 19 !S
�3 (N0957'43"E 9 8Q�a2� 3tg� 32�394 y®? �s?, 19182 1Q FOUND 3/4" IRON PIPE WITH BRASS TAG N rn GRANT DEED TO CITY OF OCEANSIDE 8`S7 �F , STAMPED "LS 4312" 0.50' ABOVE SURFACE, .� RECORDED DULY 8, 2022 AS DOC. NO. `3gS NO RECORD PIPE LIES N01'05'40"W 9.34° 2022-0281093 fO'R? FROM INTERSECTION OF LINE PARALLEL AND 6' p NORTHWESTERLY OF THE CENTER LINE OF D4 AND LINE 60' WESTERLY OF THE EAST LINE OF
THE WEST HALF OF THE NORTHEAST QUARTER
„). OF SECTION 19 ry 'dip
FOUND 3/4" IRON PIPE WITH BRASS TAG
,� �7>
(y STAMPED "LS 4312" FLUSH WITH SURFACE, NO
$0 h� 2S• 7 js 4,9?S� �`�`� 0% RECORD, PIPE LIES 0.06' WEST OF A LINE 60' �`O �`3 F F 3� ?9y,`3 F , WESTERLY OF THE EAST LINE OF THE WEST ?9 \ HALF OF THE NORTHEAST QUARTER OF
D? o F,23`, 01 ��" SECTION 19
J o� ) SET BRASS TAG " i2 FOUND 1" IRON PIPE WITH BRASS TAG �25 o STAMPED LS 7790 STAMPED "RCE 7604" 0.15' BELOW SURFACE, SIDEWALK CONCRETE PER MAP 9359. S80'27'39"W 1.03' FROM (lV2s 3®0? �F js01�8 ©2> SDEWALK CALCULATED CORNER £ 76Q 60 Op, p• C14)
00, N PIPE WITH BRASS TAG 07 O? �N1g.�'1fl 13 STAMPED 'ROE 7604" FLUSH WITH SURFACE, LEEWARD ) PER MAP 9359. PIPE LIES N6949'08"W 1.15' _ » GRANT DEED ST ICT RECORDED UNION FROM NORTH WEST CORNER WHICH WAS C'I�URT N2 4825,22E 15 SCHOOL DISTRICT RECORDED ESTABLISHED HOLDING 160' FROM THE FOUND FEBRUARY 20, 1962 AS FILE/PAGE ANGLE POINT IN LOT 130, RECORD ANGLE (23.85' D2) 13.00' (g 83 9� N0. 29606 FROM A LINE 60' WESTERLY OF THE EAST LINE
OF THE WEST HALF OF THE NORTHEAST
'LG N GRANT DEED TO OCEANSIDE QUARTER OF SECTION 19 AND RECORD MAP 935g �,J 16 � Q M R�coON S HOOLMAY DISTRICT S 62 As DISTANCE OF 295'.
F�oysy
66 S'j 2??4 Spy T pfi'0 y v FILE/PAGE NO. 77946 F 14 FOUND 2" IRON PIPE NTH BRASS TAG
STAMPEDTH SURFACE
130 �s pyJ* ry3s. "o� 0Tr��yo ACCEPTED"ASEANGLE POINT IN13817- FLUSH �LOT 130 PER, AjQ p p ? MAP 9359 AND ANGLE POINT IN D1 AND D2 r>Q,sc3 2F,� T 0o�OyA FOUND 3/4" IRON PIPE WITH BROKEN PLASTIC yct,Q 6'FS1bF CAP 0.30 ABOVE SURFACE, PER MAP 9359. 'Q�j y3se S �Fj�T USED FOR BEST FIT LINE 0.22' EASTERLY OF 18 �� T yj LINE FOUND 3/4" IRON PIPE WITH BROKEN PLASTIC
7p�06. Od
� co
6 O? o CAP 0.35' ABOVE SURFACE, PER MAP 9359. wo USNED FOR BEST FIT LINE, 0.04' WESTERLY OF 131 �J v M
0# '� 1© FOUND 3/4" IRON PIPE WITH BROKEN PLASTIC 19 w CAP FLUSH NTH SURFACE, PER MAP 9359. 132 Q 2v z USED FOR BEST FIT LINE 0.11' WESTERLY OF (9S��S N LINE
133 ��1 @ FOUND BRASS TAG STAMPED RCE 13817 IN w CONCRETE BROW DITCH PER MAP 9359, USED
a, FOR BEST FIT LINE 0.01' EASTERLY OF LINE � a
`o 19 FOUND 3/4" IRON PIPE OPEN, FLUSH WITH
CD SURFACE, PER MAP 9359. USED FOR BEST FIT co
134 z LINE 0.07' EASTERLY OF LINE N FOUND 3/4" IRON PIPE OPEN, FLUSH WITH
N
SURFACE, PER MAP 9359. USED FOR BEST FIT
,n LINE 0.02 WESTERLY OF LINE
135
® ® FOUND 3/4" IRON PIPE WITH PLASTIC CAP M STAMPED "RCE 29930" FLUSH NTH
(SNF) SURFACE, PER ROS 19182. PIPE LIES 0.08'
EASTERLY OF THE EAST LINE OF THE WEST
Go HALF OF THE NORTHEAST QUARTER OF
�,�/l 136 z SECTION 19 Lo
1Q '� `o @ FOUND 3/4" IRON PIPE 'NTH BRASS TAG �'9� ' STAMPED LS 4312" 0.25' BELOW SURFACE, NO RECORD, PIPE LIES 0.13' WESTERLY OF
THE EAST LINE OF THE WEST HALF OF THE
NORTHEAST QUARTER OF SECTION 19
Right-Of-Way Engineering Services, Inc. CALIFORNIA COORDINATE INDEX 378-1665 615 South Tremont Street . Oceanside, CA 92054
06/13/202!9 637-2700 [email protected] C3 , 1 7 of 190 Job no.: 2201-0003-01 ASSESSORS PARCEL NUMBER: 162-020- 4
Right-of-Way Engineering Services, Inc.
Rate Schedule for 2023 As-Needed Professional Engineering Survey Service for Capital Improvement Projects
OFFICE STAFF
NAME TITLE/TASK HOURLY RATE
Michael Schlumpberger, PLS Supervising Land Surveyor $150.00 Joshua Tatman, PLS Senior Land Surveyor $120.00 Michael Schlumpberger, PLS Map and Document review, Legal Descriptions, Plat Maps $120.00 Joshua Tatman, PLS Map and Document review, Legal Descriptions, Plat Maps $120.00 Research, Boundary Calculations,Construction Calculations, note Michael Schlumpberger, PLS reduction, Map Drafting,Topographic Map Drafting, Drafting from $105.00 Engineers redlines
Research, Boundary Calculations,Construction Calculations, note Joshua Tatman, PLS reduction, Map Drafting,Topographic Map Drafting, Drafting from $105.00 Engineers redlines
FIELD STAFF
Michael Schlumpberger, PLS Land Surveyor, Field $205.00 Robert Gates Party Chief, Field (prevailing wage) $130.00 International Operating Engineers-
Local 12 Journeymen Chainman, Field (prevailing wage) $120.00
SUB-CONSULTANTS
NAME/FIRM ITITLE HOURLY RATE
Photogeodetic Photogrammatrist/compiler $100.00
EXPENSES
DESCRIPTION COST %MARKUP
Photogrametric Services Project Based 5% Traffic Control Project Based 5%
Record Maps Project Based 5%
Hourly Rates valid through initial term of agreement and inclusive of time and materials.
Hourly rates are based on a standard 40 hour week composed of five 8 hour days. If a specific request is made by the City to exceed 8 hour days, hourly rates will be billed at 1.5 times the standard hourly rate.
06/13/2023 C3 158 of 190
EXHIBITS A, C, D & E
REQUEST FOR PROPOSALS
(00111268 11 EXHIBIT 7
06/13/2023 C3 159 of 190
CITY OF VISTA
REQUEST FOR PROPOSALS (RFP)
FOR
AS-NEEDED ENGINEERING SURVEY SERVICES
Engineering Department
Submittal Deadline: FRIDAY, APRIL 21ST, 2023 at 4:00 P.M. 06/13/2023 C3 160 of 190
REQUEST FOR PROPOSALS FOR AS-NEEDED PROFESSIONAL
ENGINEERING SURVEY SERVICES FOR
CAPITAL IMPROVEMENT PROJECTS
1. INTRODUCTION
The City of Vista (City) is soliciting proposals in response to this Request for Proposals (RFP) from qualified professionals (Consultant) to provide as-needed engineering survey services for various capital improvement projects. All proposals received by the due date will be evaluated in accordance with applicable provisions of the Vista Municipal Code (VMC) and the City will select three firms according to the evaluation criteria described in this RFP and any subsequent negotiations.
The initial term or period of the contract shall be three years (36-months) from the date of award with the possibility of two (2) optional successive one-year (12-month) renewal periods. This contract may be renewed by the City for two (2) successive one-year periods under the terms and conditions of the original contract except as stated below.
In the event the City elects to extend the Agreement, Contractor may request an increase in the price by an amount equal to the Consumer Price Index (CPI) for the previous year. The amount of the increase shall be determined by comparing the increase in the CPI published at least one hundred twenty (120) days before the termination date of the Agreement to the comparable CPI published for the preceding year. CPI shall mean the Consumer Price Index [All Urban Consumers] for the San Diego, California CMSA (base year 1982-1984=100), published by the United States Department of Labor's Bureau of Labor Statistics.
Price increases can only occur at the time of renewal when requested by the Contractor. Written notice of the City's intension to renew shall be given approximately 90 calendar days prior to the expiration date of each contract period.
This contract between City and Consultant for as-needed engineering survey services will have a ceiling amount of$400,000 for the three-year term. An additional contract amount not to exceed $50,000, may be approved at any time by the City Manager, including during the two (2) optional successive one-year (12-month) renewal periods.
Proposals shall be submitted in accordance with the requirements of this RFP. A separately uploaded electronic Fee Schedule (hourly rate) shall be included with the Proposal, which the City shall only open after first considering and ranking the qualifications presented by each firm.
2. RESPONSE DUE DATE AND SUBMITTAL PROCESS
Proposals for this solicitation must be submitted electronically through the City's Electronic Bidding System (OpenGov Procurement). Hardcopy proposals will not be accepted. Proposers must create a personal free account with OpenGov Procurement at:
https://secure.procurenow.com/signup . Registered proposers may obtain proposal materials and view submission procedures for this solicitation on the City's OpenGov Procurement portal at:
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https://secure.procurenow.com/portal/citvofvista . Proposers must also download this solicitation to appear on the Bidder's List as a "Prospective Bidder." Proposers that fail to download this solicitation will not appear on the Bidders' List and will not receive addenda or be able to submit a proposal. All proposals for this solicitation must be submitted online through OpenGov Procurement by FRIDAY, APRIL 21s', 2023 at 4:00 P.M.
OpenGov Procurement's clock will determine the official time for the advertised proposal due date and such determination will be final. Any proposals not received in a timely manner by the proposal due date and time, as described above, will not be considered.
All project related questions and requests for clarifications, changes, exceptions, and deviations to the terms and conditions set forth in this solicitation shall be submitted via "Q&A" through the City's Electronic Bidding System, OpenGov Procurement.
All questions must be submitted by the Question Submission Deadline listed in OpenGov Procurement. The City reserves the right to extend the date for question submission and by which proposals are due.
To receive addenda and submit a proposal, Consultants shall register on the City's Electronic Bidding System at https://secure.procurenow.com/portal/cityofvista . Once registered, Consultants must download the RFP while logged in under their own name and identification number to appear on the Electronic Prospective Bidders List as a "Prospective Bidder." Consultants that fail to download the RFP will not appear on the Electronic Prospective Bidders List and their proposals will be considered non-responsive. If a Consultant is unable to register or download the RFP from OpenGov Procurement, a Consultant representative may contact OpenGov Procurement to troubleshoot the problem.
All proposal documents and supplementary documents must be uploaded using OpenGov Procurement prior to event date and time as instructed in this solicitation. Once file(s) have been uploaded and the Submission Status shows as "Submitted" the submission is complete. At that point respondents will receive an email confirmation from OpenGov Procurement.
3. PROPOSAL REQUIREMENTS
The proposal shall be limited to fifteen (15) 8.5"x 11" pages, excluding cover letter, resumes, and appendix material. A cover letter shall summarize key elements and guarantee that key personnel will be committed to perform the required tasks throughout the duration of the contract. The cover letter shall be limited to two (2) pages and shall include a contact name, email, phone number and full address for the consultant. The cover letter shall include a statement that the consultant can meet the City's insurance requirements and is prepared to execute the Professional Services Agreement as written. A rate schedule (as described in the following section), shall be provided in a separate electronic file uploaded to OpenGov Procurement.
Faxed and email copies will not be accepted.
Proposals shall include a discussion of the Consultant's overall approach to the on-call contract, a summary of key personnel and qualifications, an organization chart, a rate schedule, and documentation of the firm's and any sub-consultant's qualifications. The proposal should be concise, well organized, and demonstrate the responders' qualifications and experience applicable to the contract. Responders will be evaluated based on the information submitted in accordance with the criteria for selection provided herein.
Proposals submitted in response to this RFP shall include:
3.1 Cover Letter-A cover letter shall summarize key elements and guarantee that key 06/13/2023 C3 162 of 190
personnel will be committed to perform the required tasks throughout the duration of the contract. In cases where a team member voluntarily leaves a firm, the Consultant shall provide the City a proposal for substitute team member subject to the approval for the City.
3.1.1 The cover letter shall be limited to two (2) pages and shall include a contact name, email, phone number and full address for the Consultant.
3.1.2 The cover letter shall include a statement that the Consultant can meet the City's insurance requirements and is prepared to execute the Standard Consulting Agreement as written, and will not make any changes to the project team without authorization of the City.
3.2 Company Information
3.2.1 Identification of Responder;
3.2.2 Legal name and address of the company (partnership, corporation, joint venture, etc.);
3.2.3 Identification of the parent company (if applicable);
3.2.4 Addresses of offices located in San Diego County;
3.2.5 Number of employees in San Diego County;
3.2.6 Name,title, address and telephone number of person to contact concerning the proposal;
3.2.7 California Department of Industrial Relations (DIR) Number. If company does not have a DIR Number, state justification;
3.2.8 Secretary of State Entity Number;
3.2.9 Contractor's License applicable to the proposed Scope of Services.
3.3 Proposed Task Order Approach — Discuss one generalized approach to time- budget management, documentation, requirements from the City, consideration for consultant's workload at the time of the task order issuance, and quality assurance and quality control (QA/QC) program.
3.4 Project Team and Organization Chart
3.4.1 Describe project organization, including identification and responsibilities of key personnel.
3.4.2 Indicate roles of prime and all sub-consultants.
3.4.3 Provide a discussion of the experience of the Project Manager and other key staff members that would be involved with performing on-call services for the City.
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3.4.4 Provide resumes of the Project Manager and other key staff members who will work on this contract. The resume shall include relevant experience, education, licenses, and certifications. The resume for each individual shall not exceed two pages in length. Resumes may be included as an appendix to the main document.
3.4.5 Describe proposed line-of-communication between the City, prime team members, and sub-consultant
3.5 List of officers authorized to sign on firm's behalf.
3.6 References — The Consultant shall provide a minimum of three (3) references for similar projects for the prime firm. At a minimum, each reference shall include the client's name and location, number of projects completed for the client, client contact name and phone number.
3.7 Experience
3.7.1 Provide a brief description of Consultant's experience in completing similar efforts within the last 5 years.
3.7.2 Provide a detailed discussion of specialized experience in completing the scope of required services.
3.7.3 Projects currently being performed may be submitted for consideration.
3.7.4 Project information should include a brief project description, agency or client name, their telephone number(s), the year of completion, and the contract fee.
3.7.5 Identify team members proposed for this RFP and their roles on the projects.
3.7.6 Exceptions to RFP — Consultant shall certify that it takes no exceptions to the RFP including the Sample Agreement. If the Consultant does take exception(s) to any portion of the RFP, the specific portion to which exception is taken shall be identified and explained.
3.8 The consultant shall submit as an attachment (not a part of the 15 pages), examples of the firm's work product. These examples of work product shall consist of:
3.8.1 A non-aerial topographic map
3.8.2 A survey cut sheet for curb staking
3.8.3 A Record of Survey map
3.9 Rate Schedule (separate electronic file uploaded to OpenGov Procurement, excluded from the page count limit):
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3.9.1 Rate Schedule-A separate sealed rate schedule for Time and Materials for all personnel and sub-consultants. Service costs are to be provided on a per hourly basis and the proposed rates shall clearly correlate with names and classification of staff likely to be involved with the projects.
3.9.2 Billing -The City requires that all billing for work done by the end of a billing period be submitted to the City on a monthly basis. Each billing shall be submitted with a status report describing work performed. Final billing will be approved for payment only after a completed status report has been approved by the City.
3.9.3 Overtime Pay — List procedures used for applying overtime rate for non- exempt employees. Indicate the normal hours of work and overtime rate for non-exempt employees.
4. SCOPE OF SERVICES
The City of Vista is seeking qualified professionals with extensive experience in land surveying and mapping. The services to be performed by the selected Consultant shall include but not be limited to the following: perform document research; review documents prepared by others; conduct field reviews; perform coordinate conversions; boundary surveys, topographic surveys, set control for aerial photogrammetry, conduct field design and construction surveys/staking; pothole and locate existing utilities; review traverse calculations and closure calculations; review plat and legal descriptions; review parcel maps and final maps for technical correctness; coordinate with County Surveyor's Office; and prepare hard copy documents for the City of Vista.
4.1 Scope of Work - The selected Consultant shall provide as-needed services to the City of Vista. In general, the services will include the following:
4.1.1 Establishing Control — Establishing horizontal and vertical control from existing benchmarks and/or control points for field design survey, aerial surveys, etc.
4.1.2 Locating and Preserving Monuments
4.1.3 Writing legal descriptions and creating graphic plans for deeds, easements, etc.
4.1.4 Preparing exhibits in AutoCAD
4.1.5 Construction Staking
4.2 Utility Location
4.2.1 Shall consist of surface and subsurface location and identification. Data obtained for mapping utilities will be from as-built drawing, field investigation and research, and verification by ground surveys. 06/13/2023 C3 165 of 190
4.2.2 Utilities to be identified are: natural gas, electrical, sanitary sewer, steam, water, communications (telephone, fiber optic, and cable TV), fuel lines, and storm drainage.
4.2.3 Invert elevations shall be given for storm and sanitary piping to the nearest
0.01 foot. Top and bottom elevations shall be given for manhole, head wall, inlets, and like facilities. All piping, cables, and other utilities shall be identified as to type (sanitary or storm sewer, water, electrical, etc.) and type material (steel pipe, concrete, PVC, etc.)
4.2.4 For certain projects the City may require the Consultant to subcontract with a Geophysical Survey firm to locate underground utilities with a combination of traditional radio frequency utility locating techniques with geophysical techniques including ground penetrating radar and electromagnetics. Providing a complete picture of active and abandoned utility lines. Consultant shall coordinate with Geophysical Survey firm and survey information provided by Geophysical Survey.
4.2.5 For Certain projects the City may require the Consultant to subcontract to subcontractor with a "soft dig" potholing firm to locate underground utilities by excavation and measurement. Consultant shall coordinate with "soft dig" firm and survey information provided by said firm.
4.3 Topographic Surveys
4.3.1 Shall consist of locating all site features and improvements including buildings, structure outlines, paved areas such as parking lots, driveways, walkways, types of pavement, curbs, gutters, width of pavement, and fences, etc. The limits and description of vegetation and masses shall be included. Also, individual trees of four inches or larger diameter shall be located and identified.
4.3.2 The 100-year floodplain contour elevations and the appropriate flood insurance map panel number should be identified on the map legend.
4.3.3 The surveyor shall set at least one (1) permanent bench mark on each site.
Street Survey Monuments shall be installed by the surveyor and shall consist of a brass disk which shall be set in a 6-inch diameter by 3-foot- deep concrete monument along with cast iron frame and cover.
4.4 Establishing City Right-of-way and adjacent property lines
4.5 Traffic Control — The Consultant shall coordinate and provide all traffic control for field surveying. Traffic control for field survey will be per the California MUTCD and San Diego Area Regional Standard Drawings.
4.6 Re-establishing monuments that have been destroyed from construction or cannot be located. The City has a monument network that includes monuments that are recorded with the County Surveyor's office. Using the available coordinates and other information provided by the City for the missing monuments, the Consultant shall locate and re-establish monuments that cannot be located. Re-establishing 06/13/2023 C3 166 of 190
means to reset, at grade, the monument and provide revised vertical elevations for the re-established monument.
4.7 Preparing and filing required Corner Records, Records of Survey, and Maps.
Review of tentative parcel maps, tentative subdivision maps, parcel maps and final maps for technical correctness. Signature of parcel maps and final maps. Review of plat and legal descriptions. Review of traverse calculations and closure calculations. Review of certificates of compliance. Offering technical opinions and review of the subdivision map act and the land surveyors act.
The selected Consultant shall be expected to comply with all applicable federal and state and local regulations, and contract provisions.
Consultant shall carry out the instructions received from the City and shall cooperate with the City and other involved agencies.
The Consultant has total responsibility for the accuracy and completeness of the documents prepared and shall check all such materials accordingly. The documents will be reviewed by the City for conformity with the requirements of the Agreement. Reviews by the City do NOT include detailed review or checking for accuracy. The responsibility for accuracy and completeness of such items remains solely that of Consultant.
The survey documents and calculations, and any other documents furnished under the Agreement shall be of a quality acceptable to the City. The criteria for acceptance shall be a product of neat appearance, well organized, technically and grammatically correct, checked, and dated. The Consultant shall modify its work as necessary to meet the level of acceptability defined by the criteria above.
The Consultant shall have a quality control plan in effect during the entire time work is being performed under the Agreement. The Quality control plan shall establish a process whereby plans are independently checked, corrected and back checked, and all job related correspondence and memoranda dated and received by affected persons and then bound in appropriate job files.
All plats, maps, and other exhibits shall be computer drafted in AutoCAD and delivered to the City of Vista on CD or DVD. Additionally, the Consultants shall be capable of preparing survey information in GIS (ArcView) format.
5. PERFORMANCE
5.1 Provide services in accordance with specific projects on an as-needed basis.
5.2 Commencement of work under this Agreement shall occur only upon receipt of a Task Order approved by the City with the generation of a Purchase Order.
5.3 The cost of each Task Order under this Agreement shall be the negotiated cost for a specific project during the term of the Agreement using firm fixed price, or not to exceed price, or hourly rates.
5.4 Deliverables required are project specific and will be determined in the Task Order.
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6. DELIVERABLES
The Consultant shall make project documentation available to City of Vista at any time during the project and shall periodically provide the City's Project Manager project documentation to upload into the City's filing system. At the conclusion of the project, the Consultant shall provide City with all project documentation.
7. PROJECT PROGRESS
The contract shall begin upon approval by the City Council, and the Consultant shall commence work after notification to proceed by the City.
The Consultant is advised that any recommendation for contract award is not binding on the City until the Agreement is fully executed and approved by the City Council
8. CITY RESPONSIBILITIES
The following is a list of the City's responsibilities during the term of the agreement:
8.1 Provide all available existing plans and records. Consultant is responsible for researching available records at County Surveyor's office and paying for copies of records.
8.2 Obtain permission from the private property owner, if they refuse, to allow the Consultant to enter.
8.3 Prepare and process payment requests submitted to the City.
8.4 Distribute public information.
8.5 Provide survey controls (benchmark and centerline monument records) necessary for surveys.
8.6 Prepare and execute agreements with other agencies or entities.
8.7 Pay for permit fees.
8.8 Provide timely responses to requests from the Consultant.
9. COORDINATION
Coordination with the City, other consultants and other involved agencies may be required to achieve timely delivery of the contract services. Coordination may include, but not be limited to, coordination with Caltrans, County of San Diego, Vista Irrigation District, NCTD and other agencies.
The City will decide the manner in which the coordination of individual matters is undertaken. At the City's option, coordination efforts may be performed by the Consultant's direct contact, by the 06/13/2023 C3 168 of 190
Consultant acting though the City or by the City only. When coordination efforts require agreement, such agreement shall be coordinated through the City.
For contract work on property not owned or controlled by the City, all permits, agreements and permissions will be obtained by the Consultant.
10. PROPOSAL SCHEDULE
The solicitation receipt and evaluation of proposals and the selection of the Consultant(s) will conform to the following schedule (Note: Dates are subject to change):
City Releases RFP on OpenGov Procurement April 7, 2023 Deadline for Questions April 13, 2023
Addendum Release (if required) April 17, 2023
Proposals Due April 21, 2023 at 4:00 P.M.
Notice of Consultant Selection April 25, 2023
City Council Meeting for Award of Contract May 23, 2023
11. EVALUATION CRITERIA
The City's consultant evaluation and selection process is based on Qualifications Based Selection (QBS) for the professional services included in this RFP. An evaluation committee appointed by the City Engineer will review the proposals. The criteria for evaluating the proposals will take the following items into consideration:
11.1 Experience and reputation of the Consultant's firm and of sub-consultant firms, as evidenced by experience working with proposed sub-consultants as a team and by City's verification of proposal information and references; (10%)
11.2 Experience and credentials of key personnel assigned to the project, as evidenced by their education, background, and experience on similar projects; (15%)
11.3 Consultant's understanding of project objectives and requirements as evidenced in the written Scope of Work and Work Plan narratives: (15%)
11.4 Consultant's quality of work as evidenced by example work products and samples and by reference checks; (10%)
11.5 Consultant's past record of performance on similar projects for other agencies related to control of costs and adherence to schedules, as evidenced by reference checks; (15%)
11.6 Consultant's familiarity with City requirements, specifications, and procedures, as evidenced by City's prior experience with the Consultant; (10%)
11.7 Willingness of Consultant to sign City's Standard Professional Services Agreement and provide required insurance; (10%)
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11.8 Consultant's proposed use of Disadvantaged Business Enterprises; (5%) and
11.9 Cost-effectiveness of Consultant's Hourly Rates, other charges. (10%) All evaluation criteria are subject to change via an addendum to this RFP.
Rate Schedule (separate electronic file uploaded to OpenGov Procurement — the rate schedule of the top ranked consultants will be opened at the conclusion of the consultant evaluation and selection process. Fees will not be used to determine the ranking of the consultants. The City may interview a short list of top ranked consultants or proceed directly to negotiating the final fee schedule with the top ranked consultant. The ultimate consultant selection will be based upon both technical merit and value to the City.
12. ESTABLISHMENT OF FEES
The Consultant shall be paid based upon hourly rates, unit costs or fixed fee for services rendered as negotiated. For projects with a specific scope of work and duration, a project specific fee proposal will be requested. A Work Plan and a breakdown of labor hours by employee billing classification together with the cost of non-labor and sub-consultant services shall be included with the fee proposals for individual projects. The labor breakdown shall be based on a listing of work tasks that correlates with the Consultant's defined scope of work for the project proposal.
This information will be used by City's staff to evaluate the reasonableness of the fee proposal, and will be used in negotiating the final fee amounts for each task requested by the City on an as-needed basis.
There will be no compensation to Consultant for hours expended due to Consultant's errors and omissions.
The Consultant's Standard Hourly Billing Rates (Fee Schedule)for all classifications of staff likely to be involved with an individual project shall be included with the Request for Proposals along with the mark-up rate for any non-labor expenses and sub-consultants. The fee schedule shall clearly identify the hourly rates for classifications of staff receiving prevailing wage rates.
During the term of the Agreement there will be no increases to the fee schedule.
13. METHOD OF PAYMENT
The Consultant shall submit monthly invoices to the City. Each invoice shall include a detailed breakdown of the services, the tasks, the hours, the personnel and staff type who worked on the project, and hourly rates.
14. PROFESSIONAL SERVICES AGREEMENT
A sample Professional Services Agreement is enclosed for review, as Attachment "A". The RFP and the Consultant's Proposal will be attached and become part of the Agreement as exhibits.
Any subsequent changes in the RFP from the date of issuance to the date of submittal will result in an addendum by the issuing office to those parties who have provided the proper notice of interest in responding to the RFP.
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The signer of the Proposal must declare in writing that the only person, persons, company or parties interested in the proposal as principals are named therein; that the Proposal is made without collusion with any other person, persons, company, or parties submitting a Proposal; that it is in all respects fair and in good faith without collusion or fraud; and, that the signer of the Proposal has full authority to bind the principal proposer.
Please refer to the sample agreement for the necessary amounts of general liability, automotive, worker's compensation and professional liability insurance. The appropriate endorsements are also shown within the sample contract agreement. The insurance certificate shall include the City of Vista, its officers and employees as insured or additional insured.
The contents of the Proposal of the successful consultants shall become a contractual obligation if a contract ensues. Failure of a consultant to accept this obligation will result in the cancellation of any award. Any damage accrued by the City as a result of a failure to contract may be recovered from the Consultant.
15. ASSIGNED REPRESENTATIVES
The City will assign a responsible representative to administer the contract, and to assist the Consultant in obtaining information. The Consultant also shall assign a responsible representative (Project Manager) and an alternate, who shall be identified in the proposal. The Consultant's representative will remain in responsible charge of the Consultant's duties from the Notice-to- Proceed through project completion. If the Consultant's Project Manager should be unable to continue with the project, then the Consultant shall notify the City's representative in writing. The City's representative shall first approve any substitution of representatives or sub- consultants identified in the proposal in writing. The City reserves the right to review and approve/disapprove all key staff and sub-consultant substitution or removal, and may consider such changes not approved to be a breach of contract. This breach of contract will not apply if the Project Manager leaves the Consulting firm.
16. RIGHT TO REJECT PROPOSALS
The City reserves the right to delay the project or reject any or all proposals submitted and no representation is made hereby that any contract will be awarded pursuant to this RFP or otherwise.
The City reserves the right to extend the due date, accept or reject any or all proposals received as a result of this request, negotiate with any qualified consultant or cancel this RFP in part or in its entirety. The City may require the selected consultant to participate in negotiations and to submit such technical, fee, or other revisions of their proposals as may result from negotiations.
All costs incurred in the preparation of the proposal, the submission of additional information and/or any aspect of a proposal prior to award of a written contract will be borne by the Respondent. The City will provide only the staff assistance and documentation specifically referred to herein and will not be responsible for any other cost or obligation of any kind, which may be incurred by the Respondent. All proposals submitted to the City of Vista become the property of the City.
17. DISCLOSURE
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All Proposals become the property of the City unless a return is specifically requested as specified in the following section. The City is a public agency subject to the disclosure requirements of the Public Records Act, California Government Code Section 6250 and following. These requirements include an exemption for"trade secrets". If any proprietary information is contained in or attached to the written proposal, it must be clearly identified. In order to protect trade secrets from disclosure, pursuant to a public Records Acts request, you must agree in writing to defend and indemnify the City of Vista if litigation results.
18. LATE, MODIFIED, OR WITHDRAWN PROPOSAL
All proposal documents and supplementary documents must be uploaded using OpenGov Procurement as described in this solicitation. Once file(s) have been uploaded and the Submission Status shows as "Submitted" the submission is complete. Proposals received via mail, e-mail, and fax will not accepted.
Any modification of a Proposal, except a modification resulting from the City's request for "best and final" offer, is subject to the same conditions as the initial submission.
Proposals may be withdrawn by written notice received at any time prior to Notice of Intent to Award. Thereafter, all Proposals constitute firm offers, subject to negotiation and execution of definitive documents that will remain open and cannot be revoked, withdrawn, or modified for a period of six (6) months thereafter. Proposals may be withdrawn in person by the consultant or an authorized representative, provided the authorized representative's identity is made known and the representative signs a receipt for the Proposals prior the posting of Notice of Intent to Award of contract award.
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EXHIBIT "A"
Sample
City of Vista
Professional Services Agreement
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CONTRACT FOR PROFESSIONAL SERVICES
TYPE OF SERVICES
THIS "CONTRACT" is entered into by and between the "Parties" as of ("Contract Date").
1.0 THE "PARTIES"
The "City": The "Contractor"
CITY OF VISTA, a chartered municipal Namex, statusx corporation Address1
200 Civic Center Drive Address2
Vista, CA 92084
Contact: ContactName
Working Contact: WorkingName
Billing Contact: BillingName
2.0 BASIC TERMS
2.1 The "Services" to be performed by Contractor are set forth in ("Exhibit A").
2.2 The "Required License" for the Services is: type.
2.3 Contractor, an entity holding the Required License, desires to enter into this "Contract" with City for the Services.
2.4 The "Project" for which the Services are required is described in Exhibit A.
2.5 Contractor has submitted to City a Proposal to perform the Services dated proposaldate ("Exhibit B").
2.6 The "Contract Ceiling Price" is: pricex.
2.7 This Contract requires the payment of prevailing wages. As a condition precedent to the effectiveness of this Contract, the Contractor shall execute and deliver to City the Labor Law Compliance Form (Exhibit D).
3.0 CONTRACT TERM
3.1 This Contract shall take effect as of the Contract Date.
3.2 This Contract shall be in effect for xx calendar months ("Term")from the Contract Date. The Term may be extended at the City's option for an additional yy months, in increments of City's choice, for a maximum Term of zz from the Contract Date.
3.3 City may terminate this Contract upon 30-days' written notice to Contractor. In such event, or upon request of City, Contractor shall assemble all City documents in the Contractor's possession, put them in order for proper filing and closing, and deliver the documents to City. In the event of termination, Contractor shall be paid for work performed to 000348753 1 of 10 NAMEX
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the termination date. City shall make the final determination as to the portion of tasks completed and the compensation to be paid.
4.0 SCOPE
Contractor shall perform all Services including, but not limited to, the furnishing of all tools, equipment, materials, software, supplies, and manufactured articles, and for furnishing all transportation, services, including fuel, power and water, essential communications, and the performance of all labor, work or other operations, as may be required from time to time, in accordance with Exhibit A and Exhibit B. The Services shall be complete, and all work, material, and services not expressly called for in the Proposal which may be necessary for complete and proper construction to carry out the Contract in good faith, shall be performed, furnished, and installed by the Contractor at no increase in cost to City. In the event of a conflict between the provisions of Exhibit A and Exhibit B, the provisions of Exhibit A shall control.
5.0 COMPENSATION
5.1 City shall pay Contractor on a time and material rate as set forth in Exhibit B for the Services to be performed.
5.2 An invoice for payment shall be submitted in a form satisfactory to City. At a minimum, the invoice shall include: the purchase order number, the work order number, a description of the work performed, and a total amount.
5.3 Changes in, additions to, or deductions from the Services, including increases or decreases in the quantity of any item or portion of the Services, shall be set forth in a written change order executed by City and by the Contractor which shall specify:
5.3.1 The changes, additions, and deductions to be made.
5.3.2 The increase or decrease in compensation due the Contractor, if any.
5.3.3 Adjustment in the time of completion, if any.
5.4 Contract Ceiling Price
5.4.1 In no event shall City be liable for paying more than the Contract Ceiling Price for Contractor's services rendered under this contract.
5.4.2 If it becomes foreseeable that Contractor will need to perform services such that the cumulative total of costs to City will exceed the maximum permitted by this Contract, any such cost overrun will be handled pursuant to the change order procedure in Chapter 3.08. City and Contractor recognize that City lacks authority to exceed the cost ceiling without the express authorization of the City Council. If the maximum cost to City for this Contract is exceeded unexpectedly, payment shall be made as mutually agreeable and disputes shall be handled pursuant to this Contract, but work shall cease as soon as is reasonably feasible once the cost ceiling plus allowable change orders, if any, is exceeded. 000348753 2 of 10 NAMEX
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5.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract.
6.0 CONTRACT DOCUMENTS
The Contract comprises the following documents including all additions, deletions, modifications, and appendices and all addenda setting forth any modifications or interpretations of any these documents: Documents required under Exhibits A—E and the Standard Specifications (defined below).
7.0 TIME FOR COMPLETION AND COMMENCEMENT OF SERVICES All Services under the Contract must be completed in compliance with the schedule in Exhibit A.
8.0 ASSISTANCE BY CITY
All information, data, records, reports, and maps as are in possession of City and necessary for the carrying out of this work shall be available to Contractor without charge. City shall make available to Contractor members of its staff for consultation with Contractor in the performance of this Contract. City does not warrant that the information data, records, reports, and maps heretofore or to be provided to Contractor are complete or accurate and Contractor should satisfy itself as to accuracy and completeness. City and Contractor agree that City shall have no liability should any information, data, records reports, and maps be inaccurate, incomplete, or misleading. Unless provided in Exhibit A, no other assistance shall be provided by City to Contractor.
9.0 STANDARD OF PERFORMANCE
9.1 Contractor represents and warrants that it has the training, qualifications, experience, and facilities necessary to properly perform the Services required under this Contract in a thorough, competent, and professional manner. At all times Contractor shall faithfully, competently and to the best of its ability, experience, and talent, perform all services described herein. In meeting its obligations under this Contract, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to those required of Contractor under this Contract.
9.2 Contractor shall keep itself informed of and comply with all applicable federal, state, and local laws, statutes, codes, ordinances, regulations and rules in effect during the Term of this Contract. Contractor shall obtain any and all licenses, permits and authorizations necessary to perform the services set forth in this Contract, including any business licenses required by City. Neither City, nor any elected or appointed boards, officers, officials, employees, or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this Section.
10.0 STANDARD SPECIFICATIONS AND STANDARD PLANS
10.1 Except as otherwise provided, whenever reference is made to "Standard Specifications", it shall mean:
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Standard Specifications for Public Works Construction, most current edition and supplement, as last amended, with Regional Supplements, written and promulgated by Southern California Chapter, American Public Works Association, and Southern California District, Associated General Contractors of California, Joint Cooperative Committee ("Greenbook") and the City of Vista Special Provisions to the Greenbook.
10.2 Except as otherwise provided, whenever reference is made to "Standard Plans", it shall mean:
San Diego Area Regional Standard Drawings, and City of Vista Standard Drawings, latest edition, unless otherwise noted.
11.0 SUPPLEMENTARY DEFINITIONS
In addition to or in lieu of the terms and definitions specified in Section 1-2 of the Standard Specifications, wherever the following terms and definitions are used, the intent and meaning shall be as follows:
City: The City of Vista.
Board: The City Council of the City of Vista.
Drawings or Plans: All drawings, plans, maps, profiles, and diagrams delineating the work on the Services.
12.0 CONTRACTOR'S STATUS; CONTRACTOR'S EMPLOYEES
12.1 Contractor shall perform the services provided for herein in Contractor's own way as an independent contractor and in pursuit of Contractor's independent calling. Contractor is not to be considered an employee of City, nor shall any employees of Contractor be considered employees of City, for any purpose. Contractor shall be under the direction and control of City staff only as to the results to be accomplished. This Contract is not intended to create the relationship of partnership, joint venture, or association between City and Contractor.
12.2 Contractor represents and warrants that all design professional services shall be provided by a person or persons duly licensed by the State of California to provide the type of services described in Exhibit A.
12.3 Neither Contractor, nor any of Contractor's officers, employees, or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City's employees. Contractor expressly waives any claim Contractor may have to any such rights.
12.4 Contractor is aware of the requirements of the Immigration Reform and Control Act of 1986 and shall comply with those requirements, including, but not limited to, verifying the eligibility for employment of all of Contractor's officers, employees, agents, and subcontractors that are included in this Contract.
12.5 The payment made to Contractor pursuant to this Contract shall be the full and complete compensation to which Contractor and Contractor's officers, employees, agents, and 000348753 4 of 10 NAMEX
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subcontractors are entitled for performance of any work under this contract. Neither Contractor nor Contractor's officers or employees are entitled to any salary or wages, or retirement, health, leave or other fringe benefits applicable to employees of the City. City will not make any federal or state tax withholdings on behalf of Contractor. City shall not be required to pay any workers' compensation insurance on behalf of Contractor.
12.6 Contractor agrees to defend and indemnify City for any obligation, claim, suit or demand for tax, retirement contribution including any contribution to the Public Employees Retirement System (PERS), social security, salary or wages, overtime payment, or workers' compensation payment which City may be required to make on behalf of Contractor or any employee of Contractor, or any employee of Contractor construed to be an employee of City, for work done under this contract. This is a continuing obligation that survives the termination of this Contract.
13.0 CIVIL RIGHTS
13.1 Contractor agrees to comply with Title VI of the Civil Rights Act of 1964, as amended, the California Fair Employment Practices Act, the Americans with Disabilities Act of 1990, any other applicable federal and state laws and regulations hereinafter enacted.
13.2 Contractor shall not knowingly deny an opportunity or benefit, discriminate against or harass, any employee or applicant for employment on account of the person's race, color, ethnicity, national origin, ancestry, religion, creed, veteran status, physical disability, mental disability, medical condition, marital status, sex, sexual orientation, age, or other status protected from workplace discrimination by state or federal law.
13.3 Contractor shall not knowingly give preferential treatment to any applicant for employment on the basis of race, color, ethnicity, national origin, ancestry, religion, creed, physical disability, mental disability, medical condition, marital status, sex, or sexual orientation.
13.4 This section shall be interpreted in a manner that is consistent with the California and United States Constitutions and applicable state and federal statutes governing workplace discrimination. The terms used in this section shall have the same meaning as defined in state statutes governing the same subject matter.
13.5 Nothing in this section shall be interpreted as prohibiting bona fide occupational qualifications consistent with applicable state and federal law and reasonably necessary to the normal operation of Contractor. Nothing in this section shall be interpreted as prohibiting regulations and policies to prevent nepotism or conflicts of interest.
13.6 Nothing in this Section shall be interpreted as prohibiting action taken to establish or maintain eligibility for any federal program, where ineligibility would result in a loss of federal funds to City.
13.7 To the fullest extent permitted by law and without limitation by the other provisions of this Contract relating to indemnification and insurance, Contractor shall also indemnify, defend and hold harmless City, and its directors, officers, employees and agents from and against all liability (including without limitation all claims, damages, penalties, fines, and judgments, associated investigation and administrative expenses, and defense costs, including but not limited to reasonable attorneys' fees, court costs, and costs of alternative dispute resolution) resulting from any claim of discrimination or harassment, including but not 000348753 5 of 10 NAMEX
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limited to sexual harassment, arising from the conduct of the Contractor or any of the Contractor's officers, employees, agents, licensees, or subcontractors. In the event of a discrimination or harassment complaint against any employee, agent, licensee or subcontractors of Contractor or its subcontractors, Contractor shall take immediate and appropriate action in response to such complaint, including, but not limited to termination or appropriate discipline of any responsible employee, agent, licensee or subcontractors. The provisions of this Section survive completion of the services or termination of the Contract.
14.0 CONTROL OF SERVICES
Each Party shall appoint a representative who shall have the authority to represent and act for that Party ("Representative"). Any written or verbal directions or requests of City's Representative delivered to the Contractor's Representative shall have the same force and effect as if delivered to the Contractor. The Contractor's Representative shall have the authority to sign any change order, coordinate the work of all subcontractors and make other decisions pertaining to the Contract.
15.0 ASSIGNMENT AND SUBCONSULTING
15.1 Neither this Contract nor any interest herein may be transferred, assigned, conveyed, hypothecated, or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of the City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty-five (25%) of the present ownership and/or control of Contractor, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Contract shall be void. No approved transfer shall release the Contractor or any surety of Contractor of any liability hereunder without the express consent of City.
15.2 Contractor shall be fully responsible to the City for any acts and omissions of Contractor's subcontractor, including persons either directly or indirectly employed by subcontractor, in the event Contractor subcontracts any of the work to be performed under this contract. Contractor's responsibility under this paragraph shall be identical to Contractor's liability for acts and omissions of Contractor and employees of the Contractor. Nothing contained in this Contract shall create any contractual relationship between City and any subcontractor of Contractor, but Contractor shall bind every subcontractor and every subcontractor of a subcontractor by the terms of this contract applicable to Contractor's work, unless such change, omission, or addition is approved in advance in writing by the City Manager or the City Manager's designee. All subcontractors are subject to the prior written review and approval of the City Manager or the City Manager's designee.
16.0 LICENSES
If a license of any kind, which term is intended to include evidence of registration, is required of Contractor, its employees, agents, or subcontractors by federal, state, or local law, Contractor warrants that such license has been obtained, is valid and in good standing, and that any required bond has been posted in accordance with all applicable laws and regulations. 000348753 6 of 10 NAMEX
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17.0 FINANCIAL' RECORDS
17.1 Contractor shall maintain any and all documents, ledgers, books of account, invoices, vouchers, canceled checks, or records demonstrating or relating to Contractor's performance of services pursuant to this Contract or evidencing or relating to expenditures and disbursements charged to City pursuant to this Contract. Any and all such documents or records shall be maintained in accordance with generally accepted accounting principles and shall be sufficiently complete and detailed so as to permit an accurate evaluation of the services provided by Contractor pursuant to this Contract. Any and all such documents or records shall be maintained for three years from the date of execution of this Contract and to the extent required by laws relating to audits of public agencies and their expenditures. It is expressly understood and agreed that the provisions of this Section will survive termination of this Contract.
17.2 Any and all records or documents required to be maintained pursuant to this Section shall be made available for inspection, audit and copying, at any time during regular business hours, upon request by City or its designated representative. Copies of such documents or records shall be provided directly to the City for inspection, audit and copying when it is practical to do so; otherwise, unless an alternative is mutually agreed upon, such documents and records shall be made available at Contractor's address indicated for receipt of notices in this Contract or the primary location from which services are rendered, whichever is closer.
18.0 OWNERSHIP OF DOCUMENTS
Upon delivery, the work product, including without limitation, all original reports, writings, recordings, drawings, files, and detailed calculations developed under this contract are the property of City. Contractor agrees that all copyrights which arise from creation of the work pursuant to this contract shall be vested in City and waives and relinquishes all claims to copyright or other intellectual property rights in favor of City. City acknowledges that its use of the work product is limited to the purposes contemplated by the scope of Services and that Contractor makes no representation of the suitability of the work product for use in or application to circumstances not contemplated by the scope of Services.
19.0 CONFIDENTIALITY
19.1 Contractor shall treat all information obtained from City in the performance of this Contract as confidential and proprietary to City. Contractor shall treat all records and work product prepared or maintained by Contractor in the performance of this Contract as confidential.
19.2 Contractor agrees that it will not use any information obtained as a consequence of the performance of work for any purpose other than fulfillment of Contractor's scope of Services. Contractor will not disclose any information prepared for City or obtained from City or obtained as a consequence of the performance of work to any person other than City, or its own employees, agents or subcontractors who have a need for the information for the performance of Services under this Contract unless such disclosure is specifically authorized in writing by City.
19.3 Contractor's obligations under this paragraph shall survive the termination of this Contract.
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20.0 CONFLICT OF INTEREST REQUIREMENT
Contractor agrees that, to the extent applicable, it shall comply with and be bound by all laws and regulations deriving from the relationship of the Contractor to the City, including the Political Reform Act (Government Codes Section 87100 et seq.) Chapters 2.32 or 2.33 of the Vista Municipal Code, the Community Redevelopment Act (Health & Safety Code 33000 et seq.) and all regulations promulgated thereunder (collectively "Conflict Laws"). As a condition precedent to the formation of this Contract, Contractor warrants and covenants that it is adequately informed regarding the obligations and duties imposed by the Conflict Laws and that to the best of Contractor's knowledge and belief, there exists no conflict of interest (under the laws) that would disqualify the Contractor from participation in any decisions arising out of the performance of this Contract. Prior to commencement of any work in the performance of this Contract, Contractor shall comply with any applicable requirements of Chapter 2.32 of the Vista Municipal Code, including any requirement to file a financial disclosure statement with the City Clerk.
Contractor further agrees that no employee, agent, or subcontractor for Contractor shall perform any work for the City pursuant to this Contract which will violate the Conflict Laws.
21.0 PROHIBITION OF FINANCIAL INTEREST BY CITY OFFICIAL Contractor warrants and covenants to City that no City Official has or will have any current or future financial interest in this Contract as of the date approved, nor shall Contractor promise, offer, or enter into any written, oral or implied Contract, to provide any financial interest or remuneration of any kind or manner to any City official with respect to this Contract. For purposes of this Section, the term "City Official" shall mean and include any elected or appointed officer of City, any employee of City, or any spouse or financial dependent of a City official or employee. A violation of this provision shall render this Contract null and void and Contractor shall be subject to restitution of all fees or money paid or earned under this Contract.
22.0 INDEMNIFICATION
Contractor shall defend, indemnify and hold City and its officers, officials, employees, and volunteers harmless against any and all liability, loss, damage, fine, penalty, expense, claim or cost (including without limitation costs and fees of litigation) of every nature (collectively, "Liability") arising out of or in connection with this Contract or its performance, including defects in design, except: (1) Liability caused by City's sole negligence or willful misconduct; or (2)for Liability caused by City's active negligence, in which case the indemnity received by City shall be reduced by the amount: (i) that City's active negligence contributed to the Liability on a comparative basis; or (ii) such other amount as may be required by law ("Duty of Indemnification").
23.0 INSURANCE AND BONDS
Contractor shall comply with the insurance provisions set forth in Exhibit C.
24.0 SERVICE OF NOTICE
24.1 Any notice, which either Party may desire to give to the other Party, must be in writing and may be given by personal delivery to the Party's Representative or by overnight courier service to the Party's address set forth in Section 1.0. Notice may also be given by mailing it by registered or certified mail, return receipt requested, to the other Party at the 000348753 8 of 10 NAMEX
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address set forth in Section 1.0. Any notice given by mail will be deemed given 48 hours after such notice is deposited in the United States mail, addressed as provided with postage fully prepaid.
24.2 A Party may change its address by giving notice as provided above, and the changed address shall thereafter be deemed to be the address set forth in Section 1.0.
25.0 SPECIAL PROVISIONS
This Contract is subject to, and Contractor shall comply with, the special provisions referenced in Exhibit E, if any.
26.0 EXHIBITS
All documents referenced as exhibits in this Contract, or referenced in an exhibit to this Contract, are incorporated herein.
27.0 APPLICABLE LAW, VENUE
This Contract shall be construed and enforced under the laws of the State of California. If any action is commenced by any Party to this Contract, such action shall be filed in a court of competent jurisdiction within the County of San Diego, California.
28.0 PREVAILING WAGES
Pursuant to Section 1781 of the Labor Code, Contractor is advised that certain work contemplated in this contract may be subject to the payment of prevailing wages and all other requirements of the Prevailing Wage Law. The prevailing wage of each job classification may be found by inquiry with the California Department of Industrial Relations. Contractor shall comply with all laws related to the performance of public work including, but not limited to, the employment of apprentices pursuant to Section 1777.5 of the Labor Code, work day/week hours and overtime rates pursuant to Sections 1813 and 1815 of the Labor Code and the obligation set forth in Sections 1774-1776 of the Labor Code in regards to payment of prevailing wages and to provide the City and the Department of Industrial Relations certified payrolls when required. A certified copy of all payroll records relative to this project shall be submitted to the City along with the related invoice. Receipt of certified payroll records is a prerequisite to receiving payment.
No Contractor or sub-Contractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. No Contractor or sub-Contractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. All Contractors and sub-Contractors must furnish electronic certified payroll records to the Labor Commissioner. This requirement applies to all public works projects, whether new or ongoing. Contractor is further advised that any prevailing wage work contemplated herein is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
29.0 COUNTERPARTS; ELECTRONIC SIGNATURES; ELECTRONIC DELIVERY This Agreement may be executed in separate counterparts, none of which need contain the signatures of both Parties, and each of which, when so executed, shall be deemed an original 000348753 9 of 10 NAMEX
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and all together shall constitute and be one of the same instrument. The Parties agree that this Agreement, whether executed by electronic signature, digital signature, or constituting a scanned or electronically reproduced copy or image of this Agreement bearing the signatures of the Parties, will be deemed an original and will represent competent evidence of the execution, terms and existence of this Agreement notwithstanding the failure or inability to produce an original executed Agreement or counterpart thereof, and without the requirement that the unavailability of such original executed Agreement or counterpart thereof first be proven.
Further, the exchange of this entire executed Agreement (and/or such exhibit(s) or document(s)) that is in photostatic or portable document format (.pdf) form by electronic mail or by another electronic means shall be considered original(s) and shall constitute effective execution and delivery of the original(s).
30.0 MODIFICATIONS
This Contract contains the entire agreement, between the Parties and supersedes all prior negotiations, discussions, obligations, and rights of the Parties in respect of each other regarding the subject matter of this Contract. There is no other written or oral understanding between the Parties. No modification, amendment or alteration of this Contract shall be valid unless it is in writing and signed by all Parties.
31.0 EXECUTION
IN WITNESS WHEREOF; the Parties hereto have executed this Contract as of the Contract Date.
"City" "Contractor"
CITY OF VISTA, a chartered municipal NAMEX, statusx
corporation
By: By:
JOHN CONLEY, CITY MANAGER
JOHN B. FRANKLIN, MAYOR
Name/Title
ATTEST:
KATHY VALDEZ, CITY CLERK
By:
By:
APPROVED AS TO FORM: Name/Title
WALTER CHUNG, CITY ATTORNEY
By:
RISK MANAGEMENT REVIEW:
DOLORES GASCON, RISK MANAGER
By:
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EXHIBIT A
REQUEST FOR PROPOSALS
000348753 Exhibit A
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EXHIBIT B
CONTRACTOR'S PROPOSAL
000348753 Exhibit B
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EXHIBIT C
INSURANCE REQUIREMENTS
Contractor shall procure and maintain for the duration of the contract, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees, or subcontractors. Nothing in these provisions shall limit Contractor's Duty of Indemnification.
MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:
1. Commercial General Liability ("CGL"): Insurance Services Office Form CG 00 01 covering CGL on an "occurrence" basis, including products, completed operations, property damage, bodily injury, and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this Project/location or the general aggregate limit shall be twice the required occurrence limit.
2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), with limits no less than $2,000,000 per accident for bodily injury and property damage.
3. Workers' Compensation insurance as required by the State of California, with Statutory Limits, and Employers' Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.
Contractor shall also provide the additional coverages checked below and at least as broad as:
4. ® Professional Liability, with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.
If the Contractor maintains higher limits than the minimums shown above, City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.
Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by City. At the option of City, either: the Contractor shall cause the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to City guaranteeing payment of losses and related investigations, claim administration, and defense expenses.
Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:
1. The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of with respect 000348753 Exhibit C, Page 1 of 3
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to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by or on behalf of the Contractor. General liability coverage can be provided in the form of an endorsement to the Contractor's insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10 and CG 20 37 forms if later revisions used), unless otherwise approved in advance by City.
2. For any claims related to this Project, the Contractor's insurance coverage shall be primary insurance as respects City, its officers, officials, employees, and volunteers.
Any insurance or self-insurance maintained by City, its officers, officials, employees, and volunteers shall be excess of the Contractor's insurance and shall not contribute with it.
3. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to City.
Claims Made Policies
If any coverage required is written on a claims-made coverage form:
1. The retroactive date must be shown, and this date must be before the execution date of the contract or the beginning of contract work.
2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of contract work.
3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective, or start of work date, the Contractor must purchase extended reporting period coverage for a minimum of five (5) years after completion of contract work.
4. A copy of the claims reporting requirements must be submitted to City for review.
Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best rating of no less than A: VII, unless otherwise acceptable to City.
Waiver of Subrogation
Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers' Compensation policy shall be endorsed with a waiver of subrogation in favor of City for all work performed by the Contractor, its employees, agents and subcontractors.
Verification of Coverage
Contractor shall furnish City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor's obligation to provide them. City reserves the right to require 000348753 Exhibit C, Page 2 of 3
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complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.
Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format least as broad as CG 20 38 04 13.
Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other circumstances. 000348753 Exhibit C, Page 3 of 3
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AGREEMENT TO COMPLY WITH CALIFORNIA LABOR LAW REQUIREMENTS [Labor Code§§ 1720, 1771.1, 1773.8, 1775, 1776, 1777.5, 1813, 1860, 1861, 3700] The undersigned Contractor certifies that it is aware of and hereby agrees to fully comply with the following provisions of California law:
1. No contractor or subcontractor may be listed on a bid proposal for a public works project(submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
2. Contractor acknowledges that this contract is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works and the awarding public agency ("Agency") and agrees to be bound by all the provisions thereof as though set forth in full herein.
3. Contractor agrees to comply with the provisions of California Labor Code Section 1773.8 which requires the payment of travel and subsistence payments to each worker needed to execute the work to the extent required by law.
4. Contractor agrees to comply with the provisions of California Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the Agency, forfeit not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by Contractor or by any subcontractor.
5. Contractor agrees to comply with the provisions of California Labor Code Section 1776 which require Contractor and each subcontractor to (1) keep accurate payroll records, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the Agency of the location of the records. The Contractor is responsible for compliance with Section 1776 by itself and all of its subcontractors.
6. Contractor agrees to comply with the provisions of California Labor Code Section 1777.5 concerning the employment of apprentices on public works projects, and further agrees that Contractor is responsible for compliance with Section 1777.5 by itself and all of its subcontractors.
7. Contractor agrees to comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the Agency, forfeit twenty-five dollars ($25)for each worker employed in the execution of the contract by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1,Article 3 of the California Labor Code.
8. California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Contractor hereby certifies as follows:
"I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract."
Signature Date
Name/Title Company:
000348753 Exhibit D
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EXHIBIT E
SPECIAL PROVISIONS
This Contract is subject to the following provisions, if checked:
1. ❑ State of California grant conditions, as attached.
2. ❑ Federal grant conditions, as attached.
3. ❑ Other conditions, as attached.
000348753 Exhibit E
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