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R2024-085 2024-05-20 DocuSign Envelope ID.7CB5CBCF-3E02-4416-924C-2173E43ECBFF RESOLUTION NO. R2024-85 A Resolution of the City Council of the City of Pearland,Texas, authorizing a contract with AARK Engineering Services,for design services associated with the Shadycrest Subdivision Improvement Project; drainage and paving improvements ($1,223,757 00), transite water line replacement($328,496.00), and sanitary sewer rehabilitation ($405,171 00) in the total amount of $1,957,424 00 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS Section 1 That certain contract for professional services associated with the Shadycrest Subdivision Improvement Project,a copy of which is attached hereto as Exhibit"A"and made a part hereof for all purposes, is hereby authorized and approved Section 2. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest a contract for professional services associated with Shadycrest Subdivision Improvement Project. PASSED, APPROVED and ADOPTED this the 20th day of May, A.D , 2024 „er VIN COLE AYOR ATTEST rDocuSlgned by: FratALGS War`l on=r)onla=PAIR FRANCES AGUILAR, TRMC, MMC ,, CITY SECRETARY ,o<cQ O _ APPROVED AS TO FORM -TAT DocuSlgned by: z rrrlprg n lr.u,daiN�,,,,. ,, DAPMNIVF4EOKER CITY ATTORNEY Design 1 of 8 D2. Revised 04/2019 CONTRACT FOR PROFESSIONAL SERVICES THIS CONTRACT is entered into upon final execution by and between the City of Pearland ("CITY") and ARKK Engineers, LLC ("CONSULTANT"). The CITY engages the CONSULTANT to perform professional services for a project known and described as Shady Crest and Creek View Subdivision ("PROJECT"). (Project #DR2401, WA2405, WW2405 Contract # P0524-16) SECTION I - SERVICES OF THE CONSULTANT The CONSULTANT shall perform the following professional services to CITY standards and in accordance with the degree of care and skill that a professional in Texas would exercise under the same or similar circumstances: A.The CONSULTANT shall render the following professional engineering services: engineering services related to drainage, paving and utility improvements. See Exhibit A, attached, for a detailed SCOPE OF WORK and PROJECT schedule. The PROJECT schedule shall be submitted in digital and hard copy form in the Microsoft Project for Windows format. B.The CONSULTANT shall prepare and submit a detailed opinion of estimated cost of the PROJECT. C.The CONSULTANT acknowledges that the CITY (through its employee handbook) considers the following to be misconduct that is grounds for termination of a CITY employee: Any fraud, forgery, misappropriation of funds, receiving payment for services not performed or for hours not worked, mishandling or untruthful reporting of money transactions, destruction of assets, embezzlement, accepting materials of value from vendors, or consultants, and/or collecting reimbursement of expenses made for the benefit of the CITY. The CONSULTANT agrees that it will not, directly or indirectly; encourage a CITY employee to engage in such misconduct. D.The CONSULTANT shall submit all final construction documents in both hard copy and electronic format. Plans shall be AutoCAD compatible and all other documents shall be Microsoft Office compatible. The software version used shall be compatible to current CITY standards. Other support documents, for example, structural calculations, drainage reports and geotechnical reports, shall be submitted in hard copy only. All Record Drawings electronic files shall be submitted to the CITY in TIF format. E.The CONSULTANT recognizes that all drawings, special provisions, field survey notes, reports, estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT shall be delivered to the CITY upon request, shall become subject to the Open Records Laws of this State. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Design 2 of 8 D2 Revised 04/2019 F. The CONSULTANT shall procure and maintain for the duration of this Agreement, insurance against claims for injuries to persons, damages to property, or any errors and omissions relating to the performance of any work by the CONSULTANT, its agents, employees or subcontractors under this Agreement, as follows: (1) Workers’ Compensation as required by law. (2) Professional Liability Insurance in an amount not less than $1,000,000 in the aggregate. (3) Comprehensive General Liability and Property Damage Insurance with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for each occurrence of damage to or destruction of property. (4) Comprehensive Automobile and Truck Liability Insurance covering owned, hired, and non-owned vehicles, with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for property damage. The CONSULTANT shall include the CITY as an additional insured under the policies, with the exception of the Professional Liability Insurance and Workers’ Compensation. The CONSULTANT shall agree to waive its Right to Subrogation. Certificates of Insurance and endorsements shall be furnished to the CITY before work commences. Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, canceled, and/or reduced in coverage or in limits (“Change in Coverage”) except with prior written consent of the CITY and only after the CITY has been provided with written notice of such Change in Coverage, such notice to be sent to the CITY either by hand delivery to the City Manager or by certified mail, return receipt requested, and received by the City no fewer than thirty (30) days prior to the effective date of such Change in Coverage. Prior to commencing services under this CONTRACT, CONSULTANT shall furnish CITY with Certificates of Insurance, or formal endorsements as required by this CONTRACT, issued by CONSULTANT’S insurer(s), as evidence that policies providing the required coverage, conditions, and limits required by this CONTRACT are in full force and effect. G. The CONSULTANT shall indemnify and hold the CITY, its officers, agents, and employees, harmless from any claim, loss, damage, suit, and liability of every kind for which CONSULTANT is legally liable, including all expenses of litigation, court costs, and attorney's fees, for injury to or death of any person, for damage to any property, or errors in design, any of which are caused by the negligent act or omission of the CONSULTANT, his officers, employees, agents, or subcontractors under this CONTRACT. H. All parties intend that the CONSULTANT, in performing services pursuant to this CONTRACT, shall act as an independent contractor and shall have control of its DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Design 3 of 8 D2 Revised 04/2019 own work and the manner in which it is performed. The CONSULTANT is not to be considered an agent or employee of the CITY. SECTION II - PERIOD OF SERVICE This CONTRACT will be binding upon execution and end April 9, 2027. SECTION III - CONSULTANT'S COMPENSATION A.The total compensation for the services performed shall not exceed the total noted in Section B. B.The CITY shall pay the CONSULTANT in installments based upon monthly progress reports and detailed invoices submitted by the CONSULTANT based upon the following: 1.Basic Services (Not to Exceed)$ 1,339,184.00 2. Additional Services shall require independent and specific authorization and shall be billed as (Not to Exceed): 3. Bid Phase Services (Hourly Not to Exceed) 4. Construction Phase Services (Hourly Not to Exceed) 5. Reimbursable Expenses (Not to Exceed) 6.Total: $210,791.00 $13,500.00 $387,949.00 $6,000.00 $1,957,424.00 C.The CITY shall make payments to the CONSULTANT within thirty (30) days after receipt and approval of a detailed invoice. Invoices shall be submitted on a monthly basis. D.CONSULTANT shall invoice for work performed during the preceding thirty day period (“Billing Period”). The Billing Period shall run from the 26th day to the 25th day of each consecutive month. Invoices shall be submitted to CITY not more frequently than once every 30 days. CONSULTANT shall be responsible for timely submittal of all invoices and CONSULTANT shall not be entitled to payment for invoices in arrears. All invoices shall reflect most recent single Billing Period only and represent the true, correct and accurate account of work performed during the Billing Period. E.For an agreed contract amount identified as “Lump Sum”, Not to Exceed” and “Reimbursable” the CONSULTANT shall not exceed the fixed contractual amount without written authorization in the form of a Contract Amendment. CONSULTANT shall provide 45 days prior notice to the CITY in the event contract DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Design 4 of 8 D2 Revised 04/2019 fees may exceed the fixed contract amount. CONSULTANT shall be responsible for ensuring that such authorization is complete and executed by all parties performing any work or submitting any invoices for work that exceeds the fixed contract amount under any expense category. F.Allowable Reimbursable Expenses CONSULTANT shall identify and include in the proposal any anticipated Reimbursable Expenses, and shall itemize Reimbursable Expenses by work category. Reimbursable Expenses shall be invoiced AT COST without subsequent markup by the CONSULTANT. All invoices containing a request for Reimbursable Expenses shall include copies of the original expense receipts itemized per the allowable category. Allowable Reimbursable Expenses include: •Hard copy reproductions, copies and/ or binding costs •Postage •Mileage, for travel from Consultant’s local office (within a 25 mile radius) to meetings at the City or job-site. Mileage shall be charged at the current IRS rates. •Travel expenses, mileage from local office to State or federal regulatory agency office beyond 100 miles. •Lodging expenses, for destinations beyond 100 miles from the Consultant’s local office AND when business hours exceed eight hours within one business day OR requires more than one eight hour day. F.2. Disallowed Expenses Disallowed Expenses include travel expenses for professional expertise traveling into the greater Houston area from Consultant offices outside of the greater Houston area. SECTION IV - THE CITY'S RESPONSIBILITIES A.The CITY shall designate a project manager during the term of this CONTRACT. The project manager has the authority to administer this CONTRACT and shall monitor compliance with all terms and conditions stated herein. All requests for information from or a decision by the CITY on any aspect of the work shall be directed to the project manager. B.The CITY shall review submittals by the CONSULTANT and provide prompt response to questions and rendering of decisions pertaining thereto, to minimize delay in the progress of the CONSULTANT'S work. The CITY will keep the CONSULTANT advised concerning the progress of the CITY'S review of the work. The CONSULTANT agrees that the CITY'S inspection, review, acceptance or approval of CONSULTANT'S work shall not relieve CONSULTANT'S DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Design 5 of 8 D2 Revised 04/2019 responsibility for errors or omissions of the CONSULTANT or its sub- consultant(s) or in any way affect the CONSULTANT’S status as an independent contractor of the CITY. SECTION V - TERMINATION A.The CITY, at its sole discretion, may terminate this CONTRACT for any reason -- with or without cause -- by delivering written notice to CONSULTANT personally or by certified mail at 7322 Southwest Fwy Suite 1040, Houston, TX 77074. Immediately after receiving such written notice, the CONSULTANT shall discontinue providing the services under this CONTRACT. B.If this CONTRACT is terminated, CONSULTANT shall deliver to the CITY all drawings, special provisions, field survey notes, reports, estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT, entirely or partially completed, together with all unused materials supplied by the CITY on or before the 15th day following termination of the CONTRACT. C.In the event of such termination, the CONSULTANT shall be paid for services performed prior to receipt of the written notice of termination. The CITY shall make final payment within sixty (60) days after the CONSULTANT has delivered to the CITY a detailed invoice for services rendered and the documents or work product generated by the CONSULTANT under the CONTRACT. D.If the remuneration scheduled under this contract is based upon a fixed fee or definitely ascertainable sum, the portion of such sum payable shall be proportionate to the percentage of services completed by the CONSULTANT based upon the scope of work. E.In the event this CONTRACT is terminated, the CITY shall have the option of completing the work, or entering into a CONTRACT with another party for the completion of the work. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Design 6 of 8 D2 Revised 04/2019 F.If the CITY terminates this CONTRACT for cause and/or if the CONSULTANT breaches any provision of this CONTRACT, then the CITY shall have all rights and remedies in law and/or equity against CONSULTANT. Venue for any action or dispute arising out of or relating to this CONTRACT shall be in Brazoria County, Texas. The laws of the State of Texas shall govern the terms of this CONTRACT. The prevailing party in the action shall be entitled to recover its actual damages with interest, attorney’s fees, costs and expenses incurred in connection with the dispute and/or action. CONSULTANT and CITY desire an expeditious means to resolve any disputes that may arise between under this CONTRACT. To accomplish this, the parties agree to mediation as follows: If a dispute arises out of or relates to this CONTRACT, or the breach thereof, and if the dispute cannot be settled through negotiation, then the parties agree first to try in good faith, and before pursuing any legal remedies, to settle the dispute by mediation of a third party who will be selected by agreement of the parties. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD1801878885/21/2024 | 3:12 PM CDT DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Page 1 of 12 7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755 March 28, 2024 Ms. Jennifer Lee Senior Project Manager | Engineering & Public Works City of Pearland 2016 Old Alvin Pearland, TX 77581 Re: Proposal for Engineering Services for Shadycrest and Creekview Subdivisions Drainage and Paving Improvements (DR 2401) Transite Pipe Waterline Replacement (WA 2405) Sanitary Sewer Rehabilitation (WW 2405) Dear Ms. Lee: As requested, ARKK Engineers, LLC (ARKK) is pleased to submit this proposal for performing engineering services related to drainage, paving, and utility improvements in the Shadycrest and Creekview Subdivisions. The proposal is based on our understanding of the project as discussed in our previous meetings and conversations with City staff. GENERAL OVERVIEW The City has previously completed a preliminary study and report for these subdivisions that included preparation of preliminary cost estimates and description of anticipated proposed paving and drainage improvements. In addition to the drainage improvements, the City has requested to address the existing water and wastewater infrastructure within the public Rights- of-Way. In summary, this project will focus on drainage and paving improvements, transite waterline replacement, and the replacement of wastewater lines and services within the subdivisions. Due to the nature of work anticipated to be performed, the proposed paving and utility improvements for this project will be designed and bid as two separate construction packages. The construction packages will include a north project area and a south project area, with Mary’s Creek being the boundary line between the two project areas. The project limits for each construction package include the following streets: Package 1 (North Area): • W Circle Drive between Shady Bend Drive and Broadway Street (FM 518) • E Circle Drive between Shady Bend Drive and Broadway Street (FM 518) • Shadycrest Drive between E Mary’s Creek Lane and Broadway Street (FM 518) • Longherridge Drive between E Mary’s Creek Lane and Shadycrest Drive DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Page 2 of 12 7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755 • E Mary’s Creek Lane between Heather Lane and Longherridge Drive • Deepbrook Drive between Shadycrest Drive and Longherridge Drive • Shady Bend Drive between Misty Lane and Longherridge Drive • Checkerberry Lane between Shadycrest Drive and Longherridge Drive Package 2 (South Area): • Shadycrest Drive between W Mary’s Creek Lane and Pearland Pkwy • Longherridge Drive between W Mary’s Creek Lane and Pearland Pkwy • W Mary’s Creek Lane between Shadycrest Drive and Longherridge Drive • Lake Edge Drive between Shadycrest Drive and Longherridge Drive • Sprite Lane between Shadycrest Drive and Longherridge Drive The Shadycrest and Creekview subdivisions were constructed in the 1960’s and 1970’s and consist of asphalt roads and with open ditches for drainage. It has been reported by City staff that several homes in the subdivisions have a history of repetitive flooding and the area is located in the 500-year floodplain. Flooding has been associated with undersized culverts and poorly functioning ditch conveyance. The anticipated drainage improvements will involve removal and replacement of driveways, sidewalks, and driveway culverts, storm sewer and inlet installations, and regrading of roadside ditches to improve the drainage conveyance. The drainage system will be designed to meet the City of Pearland’s current EDCM drainage standards. The paving improvements will include mill and overlay of the existing asphalt pavement within the project limits, which includes full depth base repairs as necessary and installation of a thickened base edge (approximately 3 feet wide) for additional edge support along both sides of the road. The City has also expressed the desire to consider recycling the asphalt roads in-place prior to the mill and overlay. This option will be further investigated during the preliminary design phase, and additional testing for presence of sulfates in the existing base and subgrade will be included in the geotechnical study. If the existing base material contains high amounts sulfates, then asphalt recycling/reclaiming will not be a viable option. The subdivisions were originally constructed with Transite (asbestos-cement) pipe water distribution lines, which was the pipe material that was prevalent at that time. The City has experienced a higher failure rate of Transite waterlines, and they are responsible for a higher percentage of work orders per foot than comparable PVC lines. This project includes replacing the Transite pipe within the project limits with new PVC pipe, including installation of fire hydrants, valves, and replacement of water service connections. Existing dead-end lines will also be evaluated to see if looped connections can be made to improve water quality within the system. It is our understanding the existing sanitary sewer lines within the subdivision have been previously rehabilitated by Cured-in-Place liner (CIPP). However – City staff has expressed concerns that the method used for reconnecting services to the CIPP line may not be completely DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Page 3 of 12 7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755 sealed after some time and could lead to potential infiltration points to the system. At this time, it is not recommended to pipe-burst a CIPP line, as the process would require multiple excavation insertion pits, shorter bursting segments, and special cutting equipment due to the resin liner inside the host pipe. Therefore, the existing sanitary sewer mains and manholes are proposed to be removed and replaced “in kind” along the same alignment. Existing mains less than 8” diameter will be upsized to an 8” minimum diameter. Existing service lines will be reconnected with full body fittings and replaced by open-cut up to the Right-of-Way line with a new cleanout. The total estimated construction cost for performing the drainage, paving, waterline, and sanitary sewer improvements for both construction packages within the Shadycrest and Creekview subdivisions is $20.85 million (includes a 15% construction contingency). A breakdown of the construction budget is shown below: Package 1 (North Area) Paving & Drainage Improvements - $ 9,368,797 Water Line Improvements - $ 2,539,660 Wastewater Improvements - $ 3,346,069 Sub-Total Package 1 Construction $15,254,526 Package 2 (South Area) Paving & Drainage Improvements - $ 3,298,622 Water Line Improvements - $ 1,088,245 Wastewater Improvements - $ 1,211,002 Sub-Total Package 2 Construction $ 5,597,869 Total Construction Cost (with 15% contingency) $20,852,395 A budget for performing hydraulic analysis if requested by TxDOT or BDD4 is included. The magnitude of the work and the extent of modeling required is unknown at this time. Therefore, a budgetary amount is included. This proposal does not include construction management and inspection services. ARKK Engineers will submit a separate proposal if requested by the City at a later date. This proposal does not include performing any environmental studies for the project area. Construction materials testing services are also not included, as we understand that the City will contract directly with a material testing firm during construction. This proposal addresses the engineering services ARKK Engineers will provide the City during the final design, bid, and construction phases, including such services as topographic surveying, geotechnical engineering, tree preservation plans, plan reproduction, and other services required for the project. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Page 4 of 12 7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755 SCOPE OF SERVICES I. ENGINEERING DESIGN PHASE A. Basic Services - Design Phase: • Conduct a kickoff meeting with the City. • Employ and coordinate with project sub-consultants, to include geotechnical, surveying, and arborist. • Research and gather existing relevant data on the Project, such as existing utility information, drainage information, permitting jurisdictions, as available. Compile a list of design criteria/assumptions/exceptions for the Project for the Owner’s review and approval. • Obtain from the City available water, sanitary sewer, and storm sewer block maps, designated as-built/record drawings, LIDAR data, O & M records as part of the data collection efforts. • Contact private utility companies and other known entities that may be involved to request and obtain information on their existing facilities and requirements that may impact the Project. ARKK will provide design drawings to the private utility companies and other known entities for their review, so that potential conflicts identified by the pertinent entity can be coordinated with the proposed improvements. • Perform a site reconnaissance visit to all the streets identified as part of the Project. • Verify pavement conditions and existing City utility locations. • Assess potential right-of-way conflicts as well as compliance with design criteria developed above. • Coordinate with other governmental entities which may be impacted by the project such as TxDOT (for Broadway Street) and Brazoria County DD4 (for Mary’s Creek outfalls). • Plot survey data of the proposed roadway alignment and prepare plan and profile background drawings. • Provide design for the proposed drainage, paving and utility improvements. Separate plan and profile sheets will be generated for the paving & drainage improvements and the waterline and sanitary sewer improvements. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Page 5 of 12 7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755 • Prepare construction drawings based on anticipated improvements indicating the scope, extent, and character of the Work to be performed and furnished by the Contractor. • Provide design documents for review by City staff, including construction drawings, project specifications and Opinion of Probable Construction Cost (OPCC), at 30%, 60%, 90%, and 100% stages of completion, including presentation to the Technical Review Committee. • Prepare project specific construction notes and specifications. Specifications will be prepared in conformance with City standards except when City standard specifications do not address the proposed specific area of work. The format of front- end contract documents will be supplied by the City. • Prepare quantity take off’s and an Opinion of Probable Construction Cost for the proposed improvements at the 30%, 60%, 90%, and 100% milestones. • The standard Owner detail sheets for water, sewer, storm, paving, and typical cross sections shall be included in the project plans. • Prepare for and attend project design status meetings with City staff. • Incorporate appropriate comments from pertinent entities into the final design documents. • Meet and/or coordinate with the City, Brazoria County DD4, TxDOT, stakeholders, utility owners, as needed to facilitate coordination and approval of the Construction Documents. • Provide digital copies of the 60% plan drawings, cost estimate, and project manual to the City for review and comments. • Revise the 60% submittal in response to City’s and other parties’ comments, as appropriate, and incorporate such revisions in the 90% submittal documents. • Provide digital copies of the 90% plan drawings, cost estimate, and project manual to the City for review and comments. • Attend a Technical Review Committee (TRC) meeting with City staff. • Revise the 90% submittal in response to City’s and other parties’ comments, as appropriate, and incorporate such revisions in the 100% Bidding Documents. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Page 6 of 12 7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755 • Provide digital copies of the 100% plan drawings, cost estimate, and project manual to the City for review and comments. • Prepare electronic documents for the City’s e-bid online procurement system. B. Additional Services - Design Phase: • Surveying Services o Conduct topographic survey of the roadway alignment, intersecting streets, and existing drainage easements and outfalls, approximately 15,550 linear feet of survey. o Establish existing right-of-way, identify surface features along the project route and measure downs on inlets, manholes and water valves and roadway cross- sections at periodic intervals. o Prepare a Survey Control Map showing the survey baseline and project alignment. o Refer to attached professional surveying services proposal by Ally General Solutions, LLC, dated November 15, 2023. • Geotechnical Services o Perform a geotechnical investigation of the project area. A budget for 26 borings at 15 feet each (total 390 vertical feet) is included in this proposal. o Refer to attached geotechnical services proposal by Ninyo & Moore Consultants, dated November 20, 2023. • Urban Forestry Services o Urban forestry services will be performed per the attached proposal from C.N. Koehl Urban Forestry, Inc. to ARKK Engineers, dated November 20, 2023. o Urban forestry services, including a tree protection plan, shall be provided in accordance with applicable City requirements for project area. • Traffic Control Plans o Prepare Traffic Control Plans for the routing of traffic for all streets within the project areas. This plan will include signs and lane closures to complete the proposed improvements. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Page 7 of 12 7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755 • Storm Water Pollution Prevention Plan o Prepare a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the Texas National Pollutant Discharge Elimination System (TPDES) General Permit for Storm Water Discharge from construction for all project areas. C. Reimbursable Expenses - Design Phase: • Reproduction o Reproduction of plans, reports, and specifications for review sets submittals to the City, governmental agencies, and utility companies will be included in the cost for reproduction. o Costs associated with CIVCAST online plan room will be included in the reproduction costs. II. BID PHASE SERVICES • The City of Pearland will advertise the project and will absorb all related advertising costs. ARKK will coordinate with the City and will assist in developing the wording of the advertisement and the electronic Bid Form. • Notify local contractors specializing in asphalt paving, drainage and utility construction. • Conduct a pre-bid conference for potential bidders. Prepare meeting agenda and minutes summary. • During the bidding process, provide information to and answer questions from potential bidders concerning the Project’s construction documents. • Prepare addendums as necessary. • Review the City’s electronic bid tabulation for the project. Check the bids for mathematical errors and/or bid irregularities. • Evaluate the bids and the qualifications of the apparent low bidders and advise the City as to the acceptability of the apparent low bidder. • Prepare of letter of recommendation for award of construction contract. • Attend and participate in City Council meeting to award the construction contract. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Page 8 of 12 7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755 • Produce and transmit to the selected contractor five (5) sets of project manuals for contract execution. III. CONSTRUCTION PHASE SERVICES A. Construction Administration Services: • The City will be providing construction management and inspection services under a separate contract. ARKK will perform Construction Administration services as described in this proposal. • Attend pre-construction meeting to provide information and answer questions. • Review and comment on contractor’s submittals using the City of Pearland’s project management software. • Review change orders necessitated by field conditions. • Review and approve contractor’s monthly progress pay estimates submitted on City’s project management software. • Attend bi-weekly progress meetings with Construction Manager, Contractor, and City of Pearland staff for this project. • Respond to Contractor’s Requests for Information (RFI’s) as required. • Visit the site at intervals appropriate to the various stages of construction to observe the progress and quality of executed work and to determine in general if such work is proceeding in accordance with the Contract Documents. • ARKK will not be responsible for the means, methods, techniques, sequences or procedures of construction selected by the Contractor(s) or the safety precautions and programs incident to the work of the Contractor(s). ARKK’s effort will be directed toward providing a greater degree of confidence for the City that the completed work of Contractor(s) will conform to the Contract Documents, but ARKK will not be responsible for the failure of Contractor(s) to perform the work in accordance with the Contract Documents. During site visits and on the basis of on-site observations ARKK shall keep the City informed of the progress of the work, shall endeavor to guard the City against defects and deficiencies in such work and may disapprove or reject work failing to conform to the Contract Documents. • Attend a Substantial Completion Walkthrough inspection of the Project with Construction Manager, Contractor, and City of Pearland staff. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Page 9 of 12 7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755 • Review punchlist of items generated by the Construction Manager for correction and confirm with City that the punchlist items have been completed. • Engineer shall provide a digital copy of the record drawings based on the Contractor’s red line marked up as-built drawings. • Conduct a final inspection of the Project and make a recommendation for Final Payment on the Project. Provide the City with a letter for recommendation of Final Acceptance of the Project. FEE SUMMARY A detailed breakdown of the fee is presented below: PACKAGE 1 (NORTH AREA): Drainage and Paving Improvements (DR 2401) TASK Fee Consultant Engineering Design Services (Lump Sum) $523,535 ARKK Traffic Control Plan Additional Services (Lump Sum) $12,500 ARKK SWPPP Additional Services (Lump Sum) $7,750 ARKK Bid Phase Services (Lump Sum) $6,750 ARKK Construction Admin Services (Lump Sum) $163,605 ARKK Hydraulic Analysis (Hourly & Cost plus 10%) $50,000 TBD Reproduction Budget for Reimbursable Items $1,500 ARKK Topographic Surveying Services (Cost plus 10%) $47,750 AGS Geotechnical Services (Cost plus 10%) $22,970 Ninyo-Moore Urban Forestry Services (Cost plus 10%) $8,980 CN Koehl Subtotal: $845,340 Transite Waterline Replacement (WA 2405) TASK Fee Consultant Engineering Design Services (Lump Sum) $148,335 ARKK Construction Admin Services (Lump Sum) $46,355 ARKK Reproduction Budget for Reimbursable Items $750 ARKK Topographic Surveying Services (Cost plus 10%) $13,530 AGS Geotechnical Services (Cost plus 10%) $6,510 Ninyo-Moore DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Page 10 of 12 7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755 Urban Forestry Services (Cost plus 10%) $2,544 CN Koehl Subtotal: $218,024 Wastewater Improvements (WW 2405) TASK Fee Consultant Engineering Design Services (Lump Sum) $200,689 ARKK Construction Admin Services (Lump Sum) $62,715 ARKK Reproduction Budget for Reimbursable Items $750 ARKK Topographic Surveying Services (Cost plus 10%) $18,305 AGS Geotechnical Services (Cost plus 10%) $8,800 Ninyo-Moore Urban Forestry Services (Cost plus 10%) $3,440 CN Koehl Subtotal: $294,699 Subtotal Package 1: $1,358,063 PACKAGE 2 (SOUTH AREA): Drainage and Paving Improvements (DR 2401) TASK Fee Consultant Engineering Design Services (Lump Sum) $221,325 ARKK Traffic Control Plan Additional Services (Lump Sum) $9,500 ARKK SWPPP Additional Services (Lump Sum) $6,500 ARKK Bid Phase Services (Lump Sum) $6,750 ARKK Construction Admin Services (Lump Sum) $69,164 ARKK Hydraulic Analysis (Hourly & Cost plus 10%) $25,000 TBD Reproduction Budget for Reimbursable Items $1,500 ARKK Topographic Surveying Services (Cost plus 10%) $23,760 AGS Geotechnical Services (Cost plus 10%) $10,164 Ninyo-Moore Urban Forestry Services (Cost plus 10%) $4,754 CN Koehl Subtotal: $378,417 Transite Waterline Replacement (WA 2405) TASK Fee Consultant Engineering Design Services (Lump Sum) $73,775 ARKK Construction Admin Services (Lump Sum) $23,055 ARKK Reproduction Budget for Reimbursable Items $750 ARKK DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Page 11 of 12 7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755 Topographic Surveying Services (Cost plus 10%) $7,920 AGS Geotechnical Services (Cost plus 10%) $3,388 Ninyo-Moore Urban Forestry Services (Cost plus 10%) $1,584 CN Koehl Subtotal: $110,472 Wastewater Improvements (WW 2405) TASK Fee Consultant Engineering Design Services (Lump Sum) $73,775 ARKK Construction Admin Services (Lump Sum) $23,055 ARKK Reproduction Budget for Reimbursable Items $750 ARKK Topographic Surveying Services (Cost plus 10%) $7,920 AGS Geotechnical Services (Cost plus 10%) $3,388 Ninyo-Moore Urban Forestry Services (Cost plus 10%) $1,584 CN Koehl Subtotal: $110,472 Subtotal Package 2: $599,361 TOTAL FEES – PACKAGE 1 & 2: $1,957,424 ARKK Engineers, LLC will submit monthly progress invoices for all work completed to invoice date. Hourly charges for office personnel shall be charged based on a raw labor rates times a multiplier of 2.99. Reimbursable expenses and subcontracted Special Services will be charged at cost plus 10%. Mileage will be charged at the current IRS prevailing rate. Additional services beyond those described in the Scope of Services will be invoiced on the basis of direct labor costs times a factor of 2.99 and direct cost plus 10% upon approval from the City. No additional services will be performed or invoiced without prior authorization form the City of Pearland. SCHEDULE The following is a submittal schedule estimate for each design milestone: Preliminary Engineering Drawings - 30% Design Milestone • 210 days to complete from Notice to Proceed Date for Package 1. Topographic survey for the project will be authorized and is expected to take 120 days of this total 180-day schedule. • 21 Days each for City’s Interdepartmental review for Packages 1 & 2. • Package 2 – Will be completed 90 days after submittal of Package 1. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Page 12 of 12 7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755 60% Design Milestone •90 Days to complete from approval of 30% submittal by City for Package 1. •90 Days to complete from approval of 30% submittal by City for Package 2. •Submit to TxDOT for review. •21 Days each for City’s Interdepartmental review for Packages 1 & 2. 90% Design Milestone •75 Days to complete from the approval of 60% submittal by City for Package 1. •75 Days to complete from the approval of 60% submittal by City for Package 2. •21 Days each for City’s Interdepartmental review for Packages 1 & 2. 100% Design Milestone •75 Days to complete from the approval of 90% submittal by City for Package 1. •75 Days to complete from the approval of 90% submittal by City for Package 2. •21 Days each for City’s Interdepartmental review for Packages 1 & 2. Project Construction Duration •540 Days for Package 1 •365 Days for Package 2 ARKK Engineers, LLC appreciates the opportunity to submit this proposal and we look forward to continuing our work with the City of Pearland. Sincerely, ARKK ENGINEERS, LLC. Madhu Kilambi, P.E. Sr. Project Manager/Principal DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 NORTH AREA SUBCONSULTANTS DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Ally General Solutions, LLC dba AGS Engineering & Construction LLC 7070 W. 43rd St. Ste. 203 Houston, Texas 77092 DBE/MBE/HUB/SBE/8(A) 281-888-7682 TX Engineers Firm No. 13574 TBPELS Firm No. 10194392 November 15, 2023 Mr. David Fattig Sr. Designer Arkk Engineers 7332 Southwest Fwy., Ste. 1040 Houston, Texas 77074 David.fattig@arkkengineers.com RE: Land Surveying Services – Shadycrest Subdivision (North) & Creek View Subdivision, Pearland, Brazoria County, Texas Dear David, Ally General Solutions, LLC (AGS) are pleased to submit this proposal for professional land surveying services in regard to the above referenced project providing Topographic Design Survey with Shadycrest Subdivision and Creek View Subdivisions as per exhibit map provided. Project Overview: The project is located in Pearland, Brazoria County, Texas within Shadycrest Subdivision (Volume 8, Page 95- 96 B.C.P.R.T.) and Corrected Creek View Subdivision (Volume 007, Page 5 B.C.P.R.T.) and Creek View Subdivision Sec 2 (Volume 7, Page 47 B.C.P.R.T.). The topographic design will be for a proposed drainage design. Control Survey: The horizontal and vertical datum will be based on City of Pearland Control monuments. AGS will establish the horizontal control along road ROW by obtaining GPS observations from the Alterra Central RTKnet Trimble VRS network of City of Pearland Control monuments to project control monuments . The current horizontal datum is based on NAD83. AGS will perform the necessary field work to obtain the vertical elevations tied to City of Pearland Control monuments. The current vertical control datum is based on NAVD88, 2001 Adjustment. AGS will establish local control points at a distance not to exceed 1,000 feet between control points. Phase I Right-of-way: Right-of-way: AGS will establish the approximate street right-of-way lines. The right-of-ways are not a boundary reconciliation but will be reference sufficient monumentation found and best fit based as found on the ground based on the recorded subdivision. Phase II Topographic Survey: Perform field and office design topography for preparation of plan and profile sheets of the indicated street right-of-ways for drainage design: Shadycrest: Mary Creek Lane East 1105 linear feet Deerbrook Drive 660 linear feet Shadybend Drive 840 linear feet DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Ally General Solutions, LLC dba AGS Engineering & Construction LLC 7070 W. 43rd St. Ste. 203 Houston, Texas 77092 DBE/MBE/HUB/SBE/8(A) 281-888-7682 TX Engineers Firm No. 13574 TBPELS Firm No. 10194392 Checkerberry Lane 455 linear feet Longherridge Drive 280 linear feet (West of Mary’s Creek Lane East) Longherridge Drive 3700 linear feet (East of Mary’s Creek Lane East Shadycrest Drive 3430 linear feet (East of Mary’s Creek Lane East) Total 10,070 linear feet Crestview: E. Circle Drive 2270 linear feet W. Cricle Drive 2010 linear feet Shadybend Drive 1200 linear feet Total 5,480 linear feet Ditch Out Fall (Drainage Esmt.-East of Mary’s Creek) 215 Linear Feet (25’ Wide) 30’ Drainage Easement (Block 11, Lots 5,6,13,14) 530 Linear Feet Existing Culvert Outfall Pipes 2 Locations The field and office services are as follows: • AGS will contact Texas811 to designate the project limits area. AGS does not guarantee that the Texas811 request will have the utility companies designate their lines. An AGS field crew will locate the designated markings set by the Texas811 request. AGS will also perform utility record research from City of Pearland and other private entities. AGS will send utility request letters to the private utility companies (AT&T, CPE-Electric & CPE-Gas, etc.). AGS will document the utility contact information received. Additionally, AGS will contact Pipeline companies to probe their pipeline lines and provide any pipeline plans. • Field survey cross sections at one hundred (100) foot intervals including any grade breaks and locations of swales and ditches • All improvements along the proposed route (ex: driveways, walkways, culverts, utilities, traffic signals, traffic stripping, etc.) • Drainage OutFall to the center of Mary’s Creek • Tree location of four (4) inches or greater in diameter at four and half (4.5’) feet height above ground or delineated group trees as wooded area • Location and elevations of storm sewer inlets (with type of inlet included), storm sewer manholes, and storm sewer pipes including the next manhole upstream and downstream from the limits of the site • Location and elevations of sanitary sewer manholes and sanitary sewer pipes within the site and the adjacent streets including the next manhole upstream and downstream from the limits of the site. • Location and elevations of water line locations and water line appurtenances (valves, fire hydrants, etc.) within the site and adjacent streets including the next fire hydrant upstream and DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Ally General Solutions, LLC dba AGS Engineering & Construction LLC 7070 W. 43rd St. Ste. 203 Houston, Texas 77092 DBE/MBE/HUB/SBE/8(A) 281-888-7682 TX Engineers Firm No. 13574 TBPELS Firm No. 10194392 downstream from the limits of the site. Size of water lines shall be from record drawings and depths of the top of water line from water valves will be survey. • Prepare a Survey Control Map showing project Base line (to be provided by Engineer). The survey control map will include stationing and labeling of bearing and distances of the Base Line , including PC’s, PT’s, and Angle points. The survey control monuments will be labeled with a station and offset relative to the Base Line. Additionally, a table with both Grid and Surface Coordinates (Northing, Easting) and Elevations of each control point reference to the project datum will be included in the Survey Control Map. The topographic survey will be signed, sealed and dated by a Registered Professional Land Surveyor and will substantially comply with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 6, Condition II Survey. The topographic survey will be at a scale of 1”=20’., sheet size of 22”x34” and per the City of Pearland, Chapter 11, Graphic Standards and drawing requirements. Compensation Topographic Design Survey $72,350.00 Deliverable: The deliverables will the AutoCAD graphics file and signed and sealed PDF’S of the Right-of-Way Survey, Topographic Survey Map, Control Sheets and Parcels Maps (as needed), ASCII survey data points file, and utility research information. Schedule AGS will complete the work described Scope of Survey Services (Topographic Design Survey) within sixty (60) business days after receipt of your written notice to proceed, pending any unforeseen circumstances. We appreciated the opportunity to submit our proposal and am certainly looking forward to working with you on this project. If I can provide additional information or be of further service, please do not hesitate to contact me. Should this proposal be acceptable, please sign, date, and return a copy to me for my file (email: gcervin@ags-e-c.com). This will serve as acceptance of the terms contained herein and also will serve as our written au thorization to proceed. Best regards, Ally General Solutions, dba AGS Grace Y. Cervin, RPLS Vice-President Grac Y Cervin IN AGREEMENT WITH ABOVE: _________________________________ ___________________________ Mr. David Fattig Date Designer DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 2313 W. Sam Houston Parkway North, Suite 119 | Houston, Texas 77043 | p. 713.973.8400 | www.ninyoandmoore.com November 20, 2023 Proposal No. 16-01567 Mr. Doug Bradford, PE ARKK Engineers 7322 Southwest Freeway, Suite 1040 Houston, Texas 77074 Subject: Proposal to Perform Geotechnical Evaluation Shady Crest and Creek View Subdivision Improvements Shady Bend Drive and Shadycrest Drive Pearland, Texas Dear Mr. Bradford: We are pleased to present this proposal to perform a geotechnical evaluation for the subject project. This proposal was prepared based on the information that we received from your office and outlines our scope of services, anticipated schedule, and lump sum fee for this phase of work. SITE AND PROJECT DESCRIPTION The project consists of paving, drainage, and utility improvements in the Shady Crest and Creek View Subdivisions in Pearland, Texas. The existing streets are two-lane asphalt roadways with open ditches for drainage. The anticipated improvements include repaving the roadways, installing a thickened edge/shoulder (about 8 inches of black base, approximately 3 feet wide) along each side to provide additional edge support along the roadway, performing full depth base repairs as needed, regrading the roadside ditches, and installing new culverts and storm sewer. Utility improvements include installing new water lines (primarily by trenchless construction) and rehabilitating the existing sanitary sewers by pipe-bursting. The City would also like to explore the possibility of reclaiming/recycling the existing pavement and/or base materials if budget allows. SCOPE OF SERVICES  Perform a reconnaissance of the project site and mark out proposed boring locations. We will also contact Texas811 prior to exploration.  As requested, core the existing pavement at 26 locations and drill, log, and sample exploratory borings within the cored holes to depths of about 15 feet below ground surface (bgs).  Collect geotechnical soil samples using conventional split-spoon and/or thin-wall tube sampling techniques for laboratory testing and analysis. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Ninyo & Moore | Shady Crest and Creek View Subdivision Improvements, Pearland, Texas | 16-01567 | November 20, 2023 2  Perform laboratory testing that will generally consist of moisture content, No. 200 Wash, Atterberg Limits, strength testing, and evaluation of chloride and sulfate content.  Prepare a geotechnical report presenting the results of our evaluation. The report will be sealed by a Professional Engineer licensed in the State of Texas and will include the following:  Description of work scope, laboratory, and field procedures;  Maps and boring plans;  Boring logs and laboratory test results;  Subsurface soil and groundwater conditions;  Earthwork considerations;  Excavation characteristics of onsite soils;  Potential for re-use of on-site soils and pavement millings;  OSHA soil classification and trench safety considerations;  Utility trench excavation requirements, pipe bedding and backfill recommendations;  Subgrade preparation measures; and  Asphalt pavement recommendations. ASSUMPTIONS  The locations are accessible to truck-mounted drilling equipment and site access will be granted.  The boreholes can be backfilled with soil cuttings from the drilling activities and the pavement patched with cold-patch asphalt.  Some ground disturbance should be expected as a result of our fieldwork.  Ninyo & Moore will contact Texas811 prior to performing our subsurface evaluation. We will not be responsible for damage to utilities encountered during subsurface exploration that have not been marked out or shown on plans.  Ninyo & Moore will not need to obtain any permits or environmental clearance as a part of this project.  Our field exploration does not include any sampling, testing, or chemical analysis of groundwater, surface water, or other materials for the purpose of evaluating possible environmental hazards or risks. These services can be provided, if requested, as an additional scope of work. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Ninyo & Moore | Shady Crest and Creek View Subdivision Improvements, Pearland, Texas | 16-01567 | November 20, 2023 3 SCHEDULE We are prepared to initiate this project immediately upon receiving your authorization to proceed. Assuming that there are no delays due to inclement weather or site access restrictions, we anticipate that our fieldwork will be initiated within about two weeks after receipt of the notice to proceed. We anticipate issuing a report within about three weeks after fieldwork is completed. FEE We propose to provide our services for a lump sum fee of $34,800 (Thirty-Four Thousand Eight Hundred Dollars). Any additional services, not included in the aforementioned scope, will be charged on a time-and-materials basis in accordance with our current Schedule of Fees. To authorize our services, please provide a Subconsultant Agreement. We look forward to working with you. Respectfully submitted, NINYO & MOORE Richard Whitt, PE Senior Engineer Jay Sunderwala, PE Managing Principal Engineer RJW/JTS/ls DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 CC..NN.. KKooeehhll Urban Forestry, Inc. 210 Stone Bush Ct. ◦ Katy, Texas 77493 ◦ Phone 281-391-0022 ◦ ckoehl@koehlurbanforestry.com November 20, 2023 Mr. Doug Bradford, PE Project Manager ARKK Engineers 7322 Southwest Freeway, Suite 1040 Houston, Texas 77074 Re: Proposal for Urban Forestry Consulting Services on the City of Pearland, Shady Crest and Creek View Subdivisions Drainage and Utility Improvements Project. Project DR2401 Dear Mr. Bradford, As per your request, C.N. Koehl Urban Forestry, Inc. proposes to provide technical assistance for tree preservation/protection during design phase of the City of Pearland, Shady Crest and Creek View Subdivisions Drainage and Utility Improvements Project (15,500 l.f.). Our tree preservation planning will help to ensure long term tree survival and continued growth, and address trees that could lose too much structural root system. We look forward to providing you and the City of Pearland the technical assistance needed for successful tree preservation. We are willing to provide services in whatever capacity you and the City deem appropriate, however, the following scope of services has worked well on similar projects in the past. PHASE 2 – SERVICES FOR PROJECT DESIGN Field Evaluation/Site Visit We will walk both sides of each street where construction is proposed to evaluate the specific impacts of proposed construction design and the preservation feasibility of each tree. Proposed construction activity adjacent to each tree will be evaluated to determine impacts on long-term tree survival and structural integrity. The field evaluation/site visit will be scheduled in conjunction with our 60% Submittal Tree Preservation Plan. Fee for Field Evaluation/Site Visit Degreed Urban Forester - 20.0 hours @ $140.00/hour……. $2,800.00 Field Tech (Accompany for safety) – 20.0 hrs @ $95.00…. $1,900.00 160 miles @ $0.60/mile……………………………………. $96.00 Tolls……………………………………………………… $28.00 60% Submittal Tree Preservation Plan The plan and profile drawings, provided by the engineer, will be reviewed between the 30 and 60 percent submittals, to determine treatment for each tree. Each tree will be numbered on the drawings. A tree treatment schedule will list each tree by DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Mr. Doug Bradford, PE Shady Crest & Creek View Forestry Proposal Page 2 of 4 number, species, diameter, condition, and recommended treatment. Each tree (public and private) adjacent to construction activity will be evaluated to ensure that construction activity will not destroy too much of the structural root system. Should we find any conflicts with proposed construction we will make recommendations for minor design changes or for removal of the tree. Recommendations for minor design changes, such as shifting fire hydrant, tees, fittings or service taps & leads will be redlined on plan and profile drawings copied to our Tree Submittal Form with a brief description of recommended changes and e-mailed to your office. Design change recommendations can then be reviewed by engineer and client to determine feasibility. After we receive your comments on our design change recommendations we will develop an Autocad drawn tree protection plan which will identify the mitigative and protective treatments needed to ensure long term tree survival. Plan and profile drawings, provided by the engineer, will be used to indicate each tree by number, and exact location of preservation treatments (protection fencing (which identifies to contractor where bore pits or come out holes cannot be located) root pruning trench, hand digging service leads immediately adjacent to trees, etc.). A specification, addressing tree protection, will be provided to address all recommendations made in the treatment schedule and on the plans. Any replacement planting that may be necessary to comply with Tree Ordinance will be included on the tree protection plan and a specification section provided. Details for tree treatments will be included in the tree protection plan. Quantity totals and cost estimates for each tree treatment will be provided. The tree protection plan, specifications, and quantity totals and cost estimates will be emailed to you so that your staff may use the specs and quantity estimates as needed and plot the tree protection plan as it is needed. The tree protection plan will include our logo with a signature line, which we provide a signed PDF file at the mylar stage. The tree protection plan, specifications and quantity/cost estimate can be included in your 60% submittal so that the City’s staff can review our plan and provide comments prior to the final submittal. We will need 20-25 business days to schedule and complete the field evaluation and preliminary tree protection plan. Fee for Preliminary Evaluation/Plan 30.0 hours @ $140.00/hour………….. ……….……………….$4,200.00 90% Submittal Tree Preservation Plan and Specifications We will review the construction design between the 60% and 90% submittal, following comments from the City on recommendations made in the 60% submittal, to ensure that any design changes that may have been made in the civil design are incorporated into the tree protection plan. Changes necessary to the tree protection plan will be completed in the DWG drawings and resubmitted to engineer for plotting. Quantity/Cost estimates, and specifications will be updated and forwarded to engineer for inclusion in project. We will need 7-10 business days to complete the Final Evaluation and Plan. Fee for Final Tree Preservation Plan and Specifications 8.0 hours @ $140.00/hour …………………………………….$1,120.00 DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Mr. Doug Bradford, PE Shady Crest & Creek View Forestry Proposal Page 3 of 4 Final Evaluation/Tree Preservation Plan and Specifications We will review the construction design just prior to the final submittal, following comments from the City on recommendations made in the 90% submittal, to ensure that any design changes that may have been made are incorporated into the final tree protection plan. Changes necessary to the tree protection plan will be completed in the DWG drawings and resubmitted to engineer for final plotting. Quantity/Cost estimates, and specifications will be finalized and forwarded to engineer for inclusion in project. We will need 7-10 business days to complete the Final Evaluation and Plan. Fee for Final Tree Preservation Plan and Specifications 8.0 hours @ $140.00/hour …………………………………….$1,120.00 Drafting AutoCAD (DWG) files of Tree Preservation Plan We do have AutoCAD capabilities and will provide a CAD drawn document. We will need the electronic files of proposed construction in DWG format. We will use the project title block and insert plan drawings at a 1:40 scale, double banked on each sheet, similar to most traffic control plans. Tree treatment schedule will be included on each sheet which will call out treatments for each specific tree. This format typically allows us to fit approximately 1,200-1,500 l.f. per plan sheet, which would give us 11-13 sheets on this project. Two sheets with project details and list of tree removals will also be included, which would give us a total of 13 to 15 sheets. The drawings will be emailed or uploaded to one drive, so that you may plot the files as you need them. CAD drafting will be completed in conjunction with the Preliminary and Final Plans. No additional time required. Fee for Drafting DWG files of the Tree Preservation Plan 36.0 hours @ $65.00/hour ……………………………….$2,340.00 Total Phase 2 Fees Urban Forestry Services for development of Tree Protection Plan…..$11,264.00 Drafting Services Fee for DWG files…………………………………….$2,340.00 Total Fee for CAD drawn Tree Protection Plan………………………..$13,604.00 We have utilized the services contained in this proposal on similar projects for The City of West University Place Infrastructure Replacement Program, City of Pearland Street Reconstruction, City of Pearland Water and Sanitary replacement projects, City of Houston Neighborhood Street Reconstruction Program, City of Houston Surface Water Transmission Program, City of Missouri City Street Reconstruction, City of Friendswood Street Reconstruction, City of Piney Point Street Reconstruction, City of Humble Street Reconstruction, City of Texas City Street Reconstruction, City of Sugarland Street Reconstruction, City of Southside Place Street Reconstruction and numerous City of Houston waterline and sewer projects in the past. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Mr. Doug Bradford, PE Shady Crest & Creek View Forestry Proposal Page 4 of 4 It is our goal to provide you the most effective, efficient, and value added services we can provide. We are willing to provide services in whatever capacity you deem appropriate, be it all services outlined herein, or a desired few. All fees included in this proposal should be considered not to exceed fees, as we will invoice only for time and mileage needed in each step. Time will be invoiced at $140.00/hour for urban forester, $95.00/hour for field tech and $65.00/hour for draftsman, and mileage at $0.60/mile. If this proposal meets with your approval and you would like to retain our services, please forward your standard agreement or a notice to proceed, and we will schedule the work to meet your project submittals. We greatly appreciate the opportunity to present this proposal and look forward to working with you on this project. If you have any questions or would like to make any changes, please do not hesitate to call me at 281-391-0022. Respectfully submitted, Craig Koehl Urban Forestry Consultant DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 SOUTH AREA SUBCONSULTANTS DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Ally General Solutions, LLC dba AGS Engineering & Construction LLC 7070 W. 43rd St. Ste. 203 Houston, Texas 77092 DBE/MBE/HUB/SBE/8(A) 281-888-7682 TX Engineers Firm No. 13574 TBPELS Firm No. 10194392 November 15, 2023 Mr. David Fattig Sr. Designer Arkk Engineers 7332 Southwest Fwy., Ste. 1040 Houston, Texas 77074 David.fattig@arkkengineers.com RE: Land Surveying Services – Shadycrest Subdivision, Pearland, Brazoria County, Texas Dear David, Ally General Solutions, LLC (AGS) are pleased to submit this proposal for professional land surveying services in regard to the above referenced project providing Topographic Design Survey with Shadycrest Subdivision as per exhibit map provided. Project Overview: The project is located in Pearland, Brazoria County, Texas within Shadycrest Subdivision as recorded under Volume 8, Page 95-96 Brazoria County Plat Records. extending from Pearland Parkway to Mary’s Creek for proposed drainage design. Control Survey: The horizontal and vertical datum will be based on City of Pearland Control monuments. AGS will establish the horizontal control along road ROW by obtaining GPS observations from the Alterra Central RTKnet Trimble VRS network of City of Pearland Control monuments to project control monuments . The current horizontal datum is based on NAD83. AGS will perform the necessary field work to obtain the vertical elevations tied to City of Pearland Control monuments. The current vertical control datum is based on NAVD88, 2001 Adjustment. AGS will establish local control points at a distance not to exceed 1,000 feet between control points. Phase I Right-of-way: Right-of-way: AGS will establish the approximate street right-of-way lines. The right-of-ways are not a boundary reconciliation but will be reference sufficient monumentation found and best fit based as found on the ground based on the recorded subdivision. Phase II Topographic Survey: Perform field and office design topography for preparation of plan and profile sheets of the indicated street right-of-ways for drainage design: Sprite Lane 570 linear feet Shadycrest Drive 2370 linear feet Longherridge Drive 2310 linear feet Lake Edge Drive 750 linear feet Mary;s Creek Lane West 1050 linear feet Total 7,050 linear feet DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Ally General Solutions, LLC dba AGS Engineering & Construction LLC 7070 W. 43rd St. Ste. 203 Houston, Texas 77092 DBE/MBE/HUB/SBE/8(A) 281-888-7682 TX Engineers Firm No. 13574 TBPELS Firm No. 10194392 Stormsewer Outfall (Lot 1 & Lot 2, Block 5) 220 Linear Feet (25’ Wide) Ditch Swale Outfall (Lot 3 & Lot 4, Block 5) 220 Linear Feet (25’ Wide) Stoemsewer Outfall (Lot 4 & Lot 5, Block 5) 220 Linear Feet (25’ wide) Ditch Out Fall (Reserve A-Drainage Esmt.) 300 Linear Feet (25’ Wide) The field and office services are as follows: • AGS will contact Texas811 to designate the project limits area. AGS does not guarantee that the Texas811 request will have the utility companies designate their lines. An AGS field crew will locate the designated markings set by the Texas811 request. AGS will also perform utility record research from City of Pearland and other private entities. AGS will send utility request letters to the private utility companies (AT&T, CPE-Electric & CPE-Gas, etc.). AGS will document the utility contact information received. Additionally, AGS will contact Pipeline companies to probe their pipeline lines and provide any pipeline plans. • Field survey cross sections at one hundred (100) foot intervals including any grade breaks and locations of swales and ditches • All improvements along the proposed route (ex: driveways, walkways, culverts, utilities, traffic signals, traffic stripping, etc.) • Drainage Outfall details to the center of Mary’s Creek • Tree location of four (4) inches or greater in diameter at four and half (4.5’) feet height above ground or delineated group trees as wooded area • Location and elevations of storm sewer inlets (with type of inlet included), storm sewer manholes, and storm sewer pipes including the next manhole upstream and downstream from the limits of the site • Location and elevations of sanitary sewer manholes and sanitary sewer pipes within the site and the adjacent streets including the next manhole upstream and downstream from the limits of the site. • Location and elevations of water line locations and water line appurtenances (valves, fire hydrants, etc.) within the site and adjacent streets including the next fire hydrant upstream and downstream from the limits of the site. Size of water lines shall be from record drawings and depths of the top of water line from water valves will be survey. • Prepare a Survey Control Map showing project Base line (to be provided by Engineer). The survey control map will include stationing and labeling of bearing and distances of the Base Line , including PC’s, PT’s, and Angle points. The survey control monuments will be labeled with a station and offset relative to the Base Line. Additionally, a table with both Grid and Surface Coordinates (Northing, Easting) and Elevations of each control point reference to the project datum will be included in the Survey Control Map. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Ally General Solutions, LLC dba AGS Engineering & Construction LLC 7070 W. 43rd St. Ste. 203 Houston, Texas 77092 DBE/MBE/HUB/SBE/8(A) 281-888-7682 TX Engineers Firm No. 13574 TBPELS Firm No. 10194392 The topographic survey will be signed, sealed and dated by a Registered Professional Land Surveyor and will substantially comply with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 6, Condition II Survey. The topographic survey will be at a scale of 1”=20’., sheet size of 22”x34” and per the City of Pearland, Chapter 11, Graphic Standards and drawing requirements. Compensation Topographic Design Survey $36,000.00 Deliverable: The deliverables will the AutoCAD graphics file and signed and sealed PDF’S of the Right-of-Way Survey, Topographic Survey Map, Control Sheets and Parcels Maps (as needed), ASCII survey data points file, and utility research information. Schedule AGS will complete the work described in the Scope of Survey Services (Topographic Design) within forty (40) business days after receipt of your written notice to proceed, pending any unforeseen circumstances. We appreciated the opportunity to submit our proposal and am certainly looking forward to working with you on this project. If I can provide additional information or be of further service, please do not hesitate to contact me. Should this proposal be acceptable, please sign, date, and return a copy to me for my file (email: gcervin@ags-e-c.com). This will serve as acceptance of the terms contained herein and also will serve as our written au thorization to proceed. Best regards, Ally General Solutions, dba AGS Grace Y. Cervin Grace Y. Cervin, RPLS Vice-President IN AGREEMENT WITH ABOVE: _________________________________ ___________________________ Mr. David Fattig Date Designer DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 2313 W. Sam Houston Parkway North, Suite 119 | Houston, Texas 77043 | p. 713.973.8400 | www.ninyoandmoore.com March 27, 2024 Proposal No. 16-01630 Mr. Doug Bradford, PE ARKK Engineers 7322 Southwest Freeway, Suite 1040 Houston, Texas 77074 Subject: Proposal to Perform Geotechnical Evaluation South Shady Crest Subdivision Improvements Near Shadycrest Drive and Marys Creek West Pearland, Texas Dear Mr. Bradford: We are pleased to present this proposal to perform a geotechnical evaluation for the subject project. This proposal was prepared based on the information that we received from your office and outlines our scope of services, anticipated schedule, and lump sum fee for this phase of work. SITE AND PROJECT DESCRIPTION The project consists of paving, drainage, and utility improvements in the portion of the Shady Crest subdivision south of Marys Creek in Pearland, Texas. The existing streets are two-lane asphalt roadways with open ditches for drainage. The anticipated improvements include milling and overlaying the roadways, performing full depth base repairs as needed, regrading the roadside ditches, and installing new driveway culverts and storm sewer. Utility improvements include installing new water lines (primarily by trenchless construction) and rehabilitating the existing sanitary sewers by pipe-bursting. The City would also like to explore the possibility of reclaiming/recycling the existing pavement and/or base materials if budget allows. SCOPE OF SERVICES • Perform a reconnaissance of the project site and mark out proposed boring locations. We will also contact Texas811 prior to exploration. • As requested, core the existing pavement at 10 locations and drill, log, and sample exploratory borings within the cored holes to depths of about 15 feet below ground surface (bgs). • Collect geotechnical soil samples using conventional split-spoon and/or thin-wall tube sampling techniques for laboratory testing and analysis. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Ninyo & Moore | South Shady Crest Subdivision Improvements, Pearland, Texas | 16-01630 | March 27, 2024 2 • Perform laboratory testing that will generally consist of moisture content, No. 200 Wash, Atterberg limits, strength testing, and evaluation of chloride and sulfate content. • Prepare a geotechnical report presenting the results of our evaluation. The report will be sealed by a Professional Engineer licensed in the State of Texas and will include the following:  Description of work scope, laboratory, and field procedures;  Maps and boring plans;  Boring logs and laboratory test results;  Subsurface soil and groundwater conditions;  Earthwork considerations;  Excavation characteristics of onsite soils;  Potential for re-use of on-site soils and pavement millings;  OSHA soil classification and trench safety considerations;  Utility trench excavation requirements, pipe bedding, and backfill recommendations;  Subgrade preparation measures; and  Asphalt pavement recommendations. ASSUMPTIONS • The locations are accessible to truck-mounted drilling equipment and site access will be granted. • The boreholes can be backfilled with soil cuttings from the drilling activities and the pavement patched with cold-patch asphalt. • Some ground disturbance should be expected as a result of our fieldwork. • Ninyo & Moore will contact Texas811 prior to performing our subsurface evaluation. We will not be responsible for damage to utilities encountered during subsurface exploration that have not been marked out or shown on plans. • Ninyo & Moore will not need to obtain any permits or environmental clearance as a part of this project. • Our field exploration does not include any sampling, testing, or chemical analysis of groundwater, surface water, or other materials for the purpose of evaluating possible environmental hazards or risks. These services can be provided, if requested, as an additional scope of work. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Ninyo & Moore | South Shady Crest Subdivision Improvements, Pearland, Texas | 16-01630 | March 27, 2024 3 SCHEDULE We are prepared to initiate this project immediately upon receiving your authorization to proceed. Assuming that there are no delays due to inclement weather or site access restrictions, we anticipate that our fieldwork will be initiated within about two weeks after receipt of the notice to proceed. We anticipate issuing a report within about three weeks after fieldwork is completed. FEE We propose to provide our services for a lump sum fee of $15,400 (Fifteen Thousand Four Hundred Dollars). Any additional services, not included in the aforementioned scope, will be charged on a time-and-materials basis in accordance with our current Schedule of Fees. To authorize our services, please provide a Subconsultant Agreement. We look forward to working with you. Respectfully submitted, NINYO & MOORE Richard Whitt, PE Senior Engineer Jeff Rodgers, PE, PG Principal Engineer RJW/JTS/ls DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 CC..NN.. KKooeehhll Urban Forestry, Inc. 210 Stone Bush Ct. ◦ Katy, Texas 77493 ◦ Phone 281-391-0022 ◦ ckoehl@koehlurbanforestry.com March 25, 2024 Mr. Doug Bradford, PE Project Manager ARKK Engineers 7322 Southwest Freeway, Suite 1040 Houston, Texas 77074 Re: Proposal for Urban Forestry Consulting Services on the City of Pearland, South Side-Shady Crest and Creek View Subdivisions Drainage and Utility Improvements Project. Project DR2401 Dear Mr. Bradford, As per your request, C.N. Koehl Urban Forestry, Inc. proposes to provide technical assistance for tree preservation/protection during design phase of the City of Pearland, Shady Crest and Creek View Subdivisions Drainage and Utility Improvements Project-South Side project area (7,050 l.f.). Our tree preservation planning will help to ensure long term tree survival and continued growth, and address trees that could lose too much structural root system. We look forward to providing you and the City of Pearland the technical assistance needed for successful tree preservation. We are willing to provide services in whatever capacity you and the City deem appropriate, however, the following scope of services has worked well on similar projects in the past. PHASE 2 – SERVICES FOR PROJECT DESIGN Field Evaluation/Site Visit We will walk both sides of each street where construction is proposed to evaluate the specific impacts of proposed construction design and the preservation feasibility of each tree. Proposed construction activity adjacent to each tree will be evaluated to determine impacts on long-term tree survival and structural integrity. The field evaluation/site visit will be scheduled in conjunction with our 60% Submittal Tree Preservation Plan. Fee for Field Evaluation/Site Visit Degreed Urban Forester - 9.0 hours @ $140.00/hour……. $1,260.00 Field Tech (Accompany for safety) – 9.0 hrs @ $95.00…. $855.00 80 miles @ $0.60/mile……………………………………. $48.00 Tolls……………………………………………………… $14.00 60% Submittal Tree Preservation Plan The plan and profile drawings, provided by the engineer, will be reviewed between the 30 and 60 percent submittals, to determine treatment for each tree. Each tree DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Mr. Doug Bradford, PE South Side-Shady Crest & Creek View Forestry Proposal Page 2 of 4 will be numbered on the drawings. A tree treatment schedule will list each tree by number, species, diameter, condition, and recommended treatment. Each tree (public and private) adjacent to construction activity will be evaluated to ensure that construction activity will not destroy too much of the structural root system. Should we find any conflicts with proposed construction we will make recommendations for minor design changes or for removal of the tree. Recommendations for minor design changes, such as shifting fire hydrant, tees, fittings or service taps & leads will be redlined on plan and profile drawings copied to our Tree Submittal Form with a brief description of recommended changes and e-mailed to your office. Design change recommendations can then be reviewed by engineer and client to determine feasibility. After we receive your comments on our design change recommendations we will develop an Autocad drawn tree protection plan which will identify the mitigative and protective treatments needed to ensure long term tree survival. Plan and profile drawings, provided by the engineer, will be used to indicate each tree by number, and exact location of preservation treatments (protection fencing (which identifies to contractor where bore pits or come out holes cannot be located) root pruning trench, hand digging service leads immediately adjacent to trees, etc.). A specification, addressing tree protection, will be provided to address all recommendations made in the treatment schedule and on the plans. Any replacement planting that may be necessary to comply with Tree Ordinance will be included on the tree protection plan and a specification section provided. Details for tree treatments will be included in the tree protection plan. Quantity totals and cost estimates for each tree treatment will be provided. The tree protection plan, specifications, and quantity totals and cost estimates will be emailed to you so that your staff may use the specs and quantity estimates as needed and plot the tree protection plan as it is needed. The tree protection plan will include our logo with a signature line, which we provide a signed PDF file at the mylar stage. The tree protection plan, specifications and quantity/cost estimate can be included in your 60% submittal so that the City’s staff can review our plan and provide comments prior to the final submittal. We will need 12-15 business days to schedule and complete the field evaluation and preliminary tree protection plan. Fee for Preliminary Evaluation/Plan 16.0 hours @ $140.00/hour………….. ……….……………….$2,240.00 90% Submittal Tree Preservation Plan and Specifications We will review the construction design between the 60% and 90% submittal, following comments from the City on recommendations made in the 60% submittal, to ensure that any design changes that may have been made in the civil design are incorporated into the tree protection plan. Changes necessary to the tree protection plan will be completed in the DWG drawings and resubmitted to engineer for plotting. Quantity/Cost estimates, and specifications will be updated and forwarded to engineer for inclusion in project. We will need 7-10 business days to complete the Final Evaluation and Plan. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Mr. Doug Bradford, PE South Side-Shady Crest & Creek View Forestry Proposal Page 3 of 4 Fee for Final Tree Preservation Plan and Specifications 6.0 hours @ $140.00/hour …………………………………….$840.00 Final Evaluation/Tree Preservation Plan and Specifications We will review the construction design just prior to the final submittal, following comments from the City on recommendations made in the 90% submittal, to ensure that any design changes that may have been made are incorporated into the final tree protection plan. Changes necessary to the tree protection plan will be completed in the DWG drawings and resubmitted to engineer for final plotting. Quantity/Cost estimates, and specifications will be finalized and forwarded to engineer for inclusion in project. We will need 7-10 business days to complete the Final Evaluation and Plan. Fee for Final Tree Preservation Plan and Specifications 6.0 hours @ $140.00/hour …………………………………….$840.00 Drafting AutoCAD (DWG) files of Tree Preservation Plan We do have AutoCAD capabilities and will provide a CAD drawn document. We will need the electronic files of proposed construction in DWG format. We will use the project title block and insert plan drawings at a 1:40 scale, double banked on each sheet, similar to most traffic control plans. Tree treatment schedule will be included on each sheet which will call out treatments for each specific tree. This format typically allows us to fit approximately 1,200-1,500 l.f. per plan sheet, which would give us 5-7 sheets on this project. Two sheets with project details and list of tree removals will also be included, which would give us a total of 7 to 9 sheets. The drawings will be emailed or uploaded to one drive, so that you may plot the files as you need them. CAD drafting will be completed in conjunction with the Preliminary and Final Plans. No additional time required. Fee for Drafting DWG files of the Tree Preservation Plan 17.0 hours @ $65.00/hour ……………………………….$1,105.00 Total Phase 2 Fees Urban Forestry Services for development of Tree Protection Plan….. $6,097.00 Drafting Services Fee for DWG files……………………………………. $1,105.00 Total Fee for CAD drawn Tree Protection Plan……………………….. $7,202.00 We have utilized the services contained in this proposal on similar projects for The City of West University Place Infrastructure Replacement Program, City of Pearland Street Reconstruction, City of Pearland Water and Sanitary replacement projects, City of Houston Neighborhood Street Reconstruction Program, City of Houston Surface Water Transmission Program, City of Missouri City Street Reconstruction, City of Friendswood Street Reconstruction, City of Piney Point Street Reconstruction, City of Humble Street Reconstruction, City of Texas City Street Reconstruction, City of Sugarland Street Reconstruction, City of Southside Place Street Reconstruction and numerous City of Houston waterline and sewer projects in the past. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Mr. Doug Bradford, PE South Side-Shady Crest & Creek View Forestry Proposal Page 4 of 4 It is our goal to provide you the most effective, efficient, and value added services we can provide. We are willing to provide services in whatever capacity you deem appropriate, be it all services outlined herein, or a desired few. All fees included in this proposal should be considered not to exceed fees, as we will invoice only for time and mileage needed in each step. Time will be invoiced at $140.00/hour for urban forester, $95.00/hour for field tech and $65.00/hour for draftsman, and mileage at $0.60/mile. If this proposal meets with your approval and you would like to retain our services, please forward your standard agreement or a notice to proceed, and we will schedule the work to meet your project submittals. We greatly appreciate the opportunity to present this proposal and look forward to working with you on this project. If you have any questions or would like to make any changes, please do not hesitate to call me at 281-391-0022. Respectfully submitted, Craig Koehl Urban Forestry Consultant DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 2/26/2024 (713) 977-6606 540 (713) 785-6722 20508 ARKK Engineers, LLC James Andrews 7322 S/W Frwy #1040 Houston, TX 77074 20443 35289 15792 A 1,000,000 X X 5085716164 12/17/2023 12/17/2024 1,000,000 10,000 1,000,000 2,000,000 2,000,000 1,000,000A X X 5085716164 12/17/2023 12/17/2024 1,000,000B X X 5085716276 12/17/2023 12/17/2024 1,000,000 10,000 C X 5085716231 12/17/2023 12/17/2024 1,000,000 1,000,000 1,000,000 D Professional Liabili ANE4320816.23 11/14/2023 2,000,000 D Professional Liabili ANE4320816.23 11/14/2023 11/14/2024 Aggregate 2,000,000 SEE ATTACHED ADDENDUM Engineering Services for Shadycrest and Creekview Subdivisions Drainage and Paving Improvements (DR 2401),Transite Pipe Waterline Replacement (WA 2405), & Sanitary Sewer Rehabilitation (WW 2405) City of Pearland 3519 Liberty Drive Pearland, TX 77581 ARKKENG-01 EMARRS Securance Corporation Agency 10205 Westheimer Rd., Ste. 1100 Houston, TX 77042 Dave Tapia dtapia@securancecorp.com Valley Forge Insurance Company Continental Casualty Company Continental Insurance Company Lloyds of London X 11/14/2024 X X X X X X X X DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 SB146902G (Ed.6-16) THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY. HIRED AUTO AND NON-OWNED AUTO LIABILITY This endorsement modifies insurance provided under the following: BUSINESSOWNERS LIABILITY COVERAGE FORM BUSINESSOWNERS COMMON POLICY CONDITIONS SCHEDULE Insurance is provided only with respect to those coverages for which a specific limit is shown: COVERAGE LIMIT Hired Auto Liability:$ Non-owned Auto Liability:$ (If no entry appears above,information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) PROVISIONS A.COVERAGE With respect only to the Coverage(s)for which a limit is shown in the SCHEDULE above,the insurance provided under Coverage A.1.Business Liability for "bodily injury"and "property damage"also applies to "bodily injury"or "property damage"arising out of the maintenance or use of a: •"Hired auto"used by you or your "employee"in the course of your business;and/or •"Non-owned auto"used in the course of your business.Maintenance or use of a "non-owned auto"includes test driving in connection with an "auto business." With respect only to the coverage provided by this endorsement,under Coverages,coverage A.1.Business Liability is amended to: 1.Delete paragraph A.1.b.(1)(b)and replace it with the following: b.This insurance applies: (1)To "bodily injury"and "property damage"only if: (b)The "occurrence"occurs during the policy period;and 2.Delete paragraph A.1.b.(2),. B.LIMITS OF INSURANCE With respect only to the coverage provided by this endorsement,SECTION D.Liability And Medical Expenses Limits of Insurance is deleted in its entirety and replaced with the following: D.Limits Of Insurance 1.Regardless of the number of: a.Insureds; b.Claims made or "suits"brought; c.Persons or organizations making claims or bringing "suits";or d."Autos," the applicable Hired Auto Liability limit or Non-Owned Auto Liability limit shown in the Declarations is the most we will pay for damages under SECTION A.Coverages because of all "bodily injury"and "property damage" resulting from any one "occurrence"arising out of the maintenance or use of a "hired auto"or "non-owned auto." SB146902G (Ed.6-16) Page 1of3 Copyright,CNA All Rights Reserved.30020006450857161643850DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 SB146902G (Ed.6-16) C.EXCLUSIONS With respect only to the insurance provided by this endorsement: 1.Under Exclusions,the paragraph entitled Applicable to Business Liability Coverage is amended to delete all exclusions except exclusions a.,b.,d.,e.,f.and i.and to add the following exclusions: This insurance does not apply to: •Fellow Employee "Bodily injury" to: (1)Any fellow "employee"of the insured arising out of and in the course of employment by the insured or while performing duties related to the conduct of the insured's business;or (2)The spouse,child,parent,brother or sister of that fellow "employee"while as a consequence of Paragraph (1)above. •Care,Custody or Control "Property Damage"to: (1)Property owned or being transported by,or rented or loaned to the insured;or (2)Property in the care,custody or control of the insured. D.WHO IS AN INSURED With respect only to the insurance provided by this endorsement,Who Is An Insured is replaced by the following: Each of the following is an insured under this insurance to the extent set forth below: 1.You; 2.Subject to paragraph 3.c.below,your "employee"while operating an "auto"hired or rented under a contract or agreement,with your permission,in that "employee's"name,while performing duties related to the conduct of your business. 3.Anyone else including any partner or "executive officer"of yours while using with your permission a "hired auto"or a "non-owned auto"except: a.The owner or lessee (of whom you are a sublessee)of a "hired auto"or the owner or lessee of a "non-owned auto"or any agent or "employee"of any such owner or lessee; b.Your "employee"if the covered "auto"is owned by that "employee"or a member of his or her household; c.Your "employee"if the covered "auto"is leased,hired or rented by him or her or a member of his or her household under a lease or rental agreement for a period of 180 days or more; d.Any partner or "executive officer" with respect to any "auto"owned by such partner or officer or a member of his or her household; e.Any partner or "executive officer" with respect to any "auto"leased or rented to such partner or officer or a member of his or her household under a lease or rental agreement for a period of 180 days or more; f.Any person while employed in or otherwise engaged in duties in connection with an "auto business,"other than an "auto business"you operate; g.Anyone other than your "employees,"partners,a lessee or borrower or any of their "employees,"while moving property to or from a "hired auto"or a "non-owned auto";or 4.Any other person or organization,but only with respect to their liability because of acts or omissions of an insured under 1.,2.or 3.above. E.AMENDED DEFINITION The Definition of "insured contract"in Section F –Definitions is amended by the addition of the following exceptions to paragraph f.: SB146902G (Ed.6-16) Page 2of3 Copyright,CNA All Rights Reserved. DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 SB146902G (Ed.6-16) Paragraph f.does not include that part of any contract or agreement: •That pertains to the loan,lease or rental of an "auto"to you or any of your "employees,"if the "auto"is loaned, leased or rented with a driver;or •That holds a person or organization engaged in the business of transporting property by "auto"for hire harmless for your use of a covered "auto"over a route or territory that person or organization is authorized to serve by public authority. F.ADDITIONAL DEFINITIONS Section F.Definitions is amended by the addition of the following definitions: a."Auto Business"means the business or occupation of selling,repairing,servicing,storing or parking "autos." b."Hired auto"means any "auto"you or your "employee"lease,hire,rent or borrow in the course of your business. This does not include: i.Any "auto"you lease,hire or rent under a lease or rental agreement for a period of 180 days or more,or ii.Any "auto"you lease,hire,rent or borrow from any of your "employees,"partners,stockholders,or members of their households. c."Non-owned auto"means any "autos"you do not own,lease,hire,rent or borrow that are being used in the course and scope of your business at the time of the "occurrence."This includes "autos"owned by your "employees"or partners or members of their households but only while being used in the course and scope of your business at the time of the "occurrence." If you are a sole proprietor,"non-owned auto"means any "autos"you do not own,lease,hire,rent or borrow that are being used in the course and scope of your business or personal affairs at the time of the "occurrence." G.With respect only to the operation of a "hired auto"or "non-owned auto,"Paragraph H,of the Businessowners Common Policy Conditions is deleted and replaced with the following: H.Other Insurance 1.Except for any liability assumed under an "insured contract"the insurance provided by this Coverage Form is excess over any other collectible insurance. However,if your business is the selling,servicing,repairing,parking or storage of "autos,"the insurance provided by this endorsement is primary when covered "bodily injury"or "property damage"arises out of the operation of a customer's "auto"by you or your "employee." 2.When this Coverage Form and any other Coverage Form or policy covers on the same basis,either excess or primary,we will pay only our share.Our share is the proportion that the Limit of Insurance of our Coverage Form bears to the total of the limits of all the Coverage Forms and policies covering on the same basis. All other terms and conditions of the Policy remain unchanged. SB146902G (Ed.6-16) Page 3of3 Copyright,CNA All Rights Reserved.30020006450857161643851DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 Controlling Name of Interested Party4 Nature of interest City, State, Country (place of business) Intermediary (check applicable) CERTIFICATE OF INTERESTED PARTIES 1295FORM 1 of 1 1 OFFICE USE ONLY 2 02/26/2024 Complete Nos. 1 - 4 and 6 if there are interested parties. Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. Name of business entity filing form, and the city, state and country of the business entity's place of business. ARKK Engineers, LLC Houston, TX United States Name of governmental entity or state agency that is a party to the contract for which the form is being filed. Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 3 City of Pearland Engineering Services for Shadycrest and Creekview Subdivisions Drainage and Paving Improvements DR 2401, WA 2405, WW2405 2024-1128212 Date Filed: Date Acknowledged: Certificate Number: CERTIFICATION OF FILING 6 Signature of authorized agent of contracting business entity My name is _______________________________________________________________, UNSWORN DECLARATION Check only if there is NO Interested Party.5 X My address is _______________________________________________, _______________________, and my date of birth is _______________________. Executed in ________________________________________County, I declare under penalty of perjury that the foregoing is true and correct. (street)(state) (zip code) (country) (year)(month) _______, ______________, _________. State of ________________, on the _____day of ___________, 20_____. (city) (Declarant) Version V3.5.1.9000c47fwww.ethics.state.tx.usForms provided by Texas Ethics Commission Madhu Kilambi 3/2/1968 94 Amber Hollow Court Sugar Land Texas 77479 USA Harris County Texas 26 February 24 DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888 DocuSign Envelope ID: 8F28DB0E-5BD1-41F4-BF5B-CDD180187888