The URL can be used to link to this page

R-2016-071 2016-05-09 RESOLUTION NO. R2016-71 A Resolution of the City Council of the City of Pearland,Texas,authorizing the City manager or his designee to enter into an agreement with 5Engineering, LLC, in the amount of$575,590.00, for engineering services associated with the Mykawa Lift Stations Project. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain contract for engineering services associated with the Mykawa Lift Stations 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 engineering services associated with the Mykawa Lift Stations Project. PASSED, APPROVED and ADOPTED this the 9th day of May, A.D., 2016. TOM REID MAYOR ATTEST: Y4 NG LS'FING, T:- C )� y_ / \ �'` / • SEC r TARY APPROVED AS TO FORM: n av 6-4"—t---- — DARRIN M. COKER CITY ATTORNEY Resolution No. R2016-71 Exhibit "A" CONTRACT FOR PROFESSIONAL SERVICES THIS CONTRACT is entered into upon final execution by and between the City of Pearland ("CITY")and 5engineering, llc("CONSULTANT"). The CITY engages the CONSULTANT to perform professional services for a project known and described as Mykawa Lift Stations("PROJECT"). (Project#WW1601) 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 perform Engineering Services. 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. Design I of6 DI.Revised 1/14 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. 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. Design 2 of 6 D1.Revised 1/14 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 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 with completion of construction and final close out of the project. 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. Project Management(Lump Sum) $21,809.48 2. Preliminary Engineering Report(Lump Sum): $93,712.00 3. Design Phase Services(Lump Sum) $416,348.52 4. Bid Phase Services(Hourly Not to Exceed) $6,460.00 5. Construction Phase Services(Hourly Not to Exceed) $24,300.00 6. Additional Services(Each) $12,960.00 7. Total: $575,590.00 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. Design 3 of D1.Revised 1/14 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 CONSULTANTS work shall not relieve CONSULTANT'S 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 10200 Grogan's Mill Road #238, The Woodlands, Texas 77380. 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. Design 4 of 6 DI.Revised 1/14 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. 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. SECTION VI—ENTIRE AGREEMENT This CONTRACT represents the entire agreement between the CITY and the CONSULTANT and supersedes all prior negotiations, representations, or contracts, either written or oral. This CONTRACT may be amended only by written instrument signed by both parties. SECTION VII—COVENANT AGAINST CONTINGENT FEES The CONSULTANT affirms that he has not employed or retained any company or person, other than a bona fide employee working for the CONSULTANT to solicit or secure this CONTRACT, and that he has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage brokerage fee, gift, or any other consideration, contingent upon or resulting from the award or making of the CONTRACT. For breach or violation of this clause, the CITY may terminate this CONTRACT without liability, and in its discretion, may deduct from the CONTRACT price or consideration, or otherwise recover, the full amount of such fee, commission, percentage brokerage fee, gift, or contingent fee that has been paid. Design 5 of6 DI.Revised 1/14 SECTION VIII- SUCCESSORS AND ASSIGNS This CONTRACT shall not be assignable except upon the written consent of the parties hereto. o.� . ocr . ite CI'OF ' A17 •ND, TEXAS DATE C6titCeN(JA- -1)0WAtt g-0 Co CON ULTANT DATE Design 6 of 6 DI.Revised 1/14 5engineering 10200 Grogan's Mill Rd #238,The Woodlands,TX 77380 1 832-800-3483 I Proposal Letter Pearland April 19, 2016 Susan Johnson Project Manager City of Pearland 3519 Liberty Drive Pearland, Texas 77581 Re: Mykawa Lift Stations Proposal Dear Ms. Johnson: 5engineering, Ilc (5e) is pleased to offer our services in Wastewater Engineering in the City of Pearland,Texas. The project is located along or near the roads: Mykawa, Shank, and Orange. The project will include preliminary and design engineering services for a lift station relocation, lift station abandonments, force main relocation, and new sanitary sewer lines. BASIC SCOPE OF SERVICES Task One-Project Management includes attendance at project meetings, preparing and maintaining a project schedule, managing and coordinating project consultants, and quality control/quality assurance for the project. Task Two-Preliminary Engineering Report includes preparation of a preliminary engineering report, data collection, and preliminary surveying. Task Three-Design Phase Services includes preparation of 30%, 60%, 90%, and final construction package submittals and construction cost estimates. Task Four-Bid Phase Services includes assistance during the bid phase including assistance with the design of Bid Proposal, preparation of Recommendation of Award letter, and attendance at City Council meeting. Task Five-Construction Phase Services including coordination with the Construction Manager, site visits during construction, review of submittals, and review of monthly pay applications. ADDITIONAL SCOPE OF SERVICES (OPTIONAL) Task Six-Additional Services to include boundary surveying for up to three easements. 5engineering Deliverable-The deliverable will include a Preliminary Engineering Report to determine the best alternative for the wastewater line routes and construction package submittals to receive construction bids, in accordance with all regulatory requirements. The fee for performing the above scope of services is $575,590.00. The tasks will be invoiced monthly during the project. Payment is expected 30 days of the invoice date. Exclusions: 1. The proposal does not include a sanitary sewer model of the lift station service areas, sub-utility excavation (SUE), or an archeological study if requested by the Texas Archeological Commission. 2. The proposal fee shall be considered in their entirety for the Scope of Services. Should you wish to contract only a portion of the work, we reserve the right to negotiate individual scope items on their own merit. 3. The proposal is valid for 60 days from this date and may be extended upon approval from our office. Please feel free to call at 832-800-3483 (Ext. 102) or email me at liz@5engineering.com with any comments or questions. We look forward to working with you on this endeavor. Sincerely, t44 3 P Elizabeth 0. Parent, P.E. Principal Mykawa Lift Stations Proposal Page 2 EXHIBIT A E 14. rE44, :moOf` ' ' v v T. � �,�S�. i EST 8�A UTILITIES SCOPE OF SERVICES FOR MYKAWA LIFT STATIONS 1h.in 1 of 10 DIO.Revised 12/11 PROJECT LOCATION: Mykawa-Scott Lift Station (Relocation), Mykawa- Orange Lift Station (Retirement), and Mykawa-Shank Lift Station (Retirement) BASIC SERVICES: The project consists of the preparation of a Preliminary Engineering Report (PER) evaluating the alternatives for the relocation and retirement of the referenced lift stations, recommendations for gravity sanitary sewer route alternatives, sizing of Mykawa-Scott force main, design phase services for selected alternatives, bid phase services, and construction phase services. The post PER scope of services is based on the following route, which was identified by the City and 5engineering in the preliminary scoping meeting and preliminary investigation. The route will be studied in more detail during the PER. Mykawa — Scott - Shank The gravity sanitary sewer alternative for the Mykawa-Scott and Mykawa-Shank lift stations is projected in this scope as the following: 1) sanitary sewer line beginning north of H100-00-00 to proposed Mykawa-Scott lift station and 2) the Mykawa-Shank lift station will be replaced by a sanitary sewer line south of H100-00-00 to an existing 8-inch sanitary sewer line on Shank Road that will be reversed. The line will then proceed to an existing easement where a proposed gravity line will be constructed to an existing 8-inch sanitary sewer line on Orange Street, and then south on Hatfield Road in an existing 12-inch sanitary sewer line to discharge to an existing 24-inch sanitary sewer line on Hatfield Road. All of the lines that will be tied into may require to be upsized. Mykawa - Orange Design 2 of 10 D10.Revised 12/11 The gravity sanitary sewer alternative for the Mykawa-Orange lift station projected in this scope is as follows: sanitary sewer line from the Mykawa- Orange lift station to an existing sanitary sewer line on Cherry Street. The proposal does not include a sanitary sewer model of the lift station service areas, sub-utility excavation (SUE), or an archeological study if requested by the Texas Archeological Commission. The Consultant shall render the following professional engineering services to the OWNER in connection with the construction of the Project. Project Management 1. Project Kick-Off meeting with the City a) Attend Project Kick-Off meeting with City and prepare an agenda and meeting minutes for one (1) project kick-off meeting in the City's Offices. i. Review City informational resources and make arrangements to obtain these. ii. Discuss objectives of project and adjacent projects. 2. Project Schedule a) Prepare, submit, and keep an updated project schedule for the duration of the project through Construction Phase Services. Project schedule will be developed with Microsoft Project® and submitted to the City for review and approval. A project schedule will be provided within 10 business days of the project kick-off meeting. 3. Manage and Coordinate Project Efforts a) Manage and coordinate with the City staff and designated stakeholders as requested by the City. 4. Quality Control/Quality Assurance a) Perform quality control/quality assurance throughout the project duration on all project deliverables, design calculations, design report 1)r,i n 3 of 10 D10.Revised 12/I I methodology, construction drawings, contract documents, technical specifications, an addendum, and construction submittals. 5. Periodic Progress Meetings a) Attend and prepare an agenda and meeting minutes for four (4) progress meetings through completion of Design Phase Services. Meeting minutes will be provided within five (5) business days of each meeting. These meetings will occur to review the City's comments after the Preliminary Engineering Report, 30% submittal, 60% submittal, and 90% submittal. Preliminary Engineering Report 1 . Data Collection a) Procure such additional data as required through other services and/or sub consultants. b) Prepare a lift station service area map and determine the flow from developed and undeveloped tracts based on the following: residential, commercial, and industrial. The City will provide the average flow and peak flow to use for the referenced type of developments. i. Review the City's existing GIS and prepare an average and peak flow analysis table determining the expected flow through existing and proposed gravity sanitary sewer lines. The capacity of the gravity sanitary sewer lines will be evaluated based on a pre-determined slope and not field survey. c) Provide preliminary survey (metes, bounds & topo) info in relation to the Route Study as part of the Preliminary Engineering Report (PER). 2. Prepare and Submit Preliminary Engineering Report (PER), consisting of, but not limited to: a) Lift Station Service Area evaluation to determine the existing and future average daily and peak flows. DeNign 4 id 10 DI O.Revised 12/11 b) Gravity sanitary sewer and force main capacity evaluation for alternative routes/alignments. c) Route Study exploring at least two alternative routes / alignments. d) Recommendation for one route, including methodology for selection. e) Recommendation for one lift station relocation (Mykawa-Scott) and two lift station abandonments (Mykawa-Shank and Mykawa-Orange). f) Proposed construction methodology and materials. g) Cost estimate with 25% contingency. h) Analysis of Utility Relocation Effort required in notification of utility companies. i) Preliminary parcel map identifying any required Right of Way (ROW) or easements along with property owner data. j) Preparation of exhibits for use in PER to include: Connection Analysis Map, Alternatives Exhibit, Cross Sections at Major Crossings of Route, Lift Station Site Layout, Construction Phasing, Construction Schedule, Floodplain Map, Site Visit/Route Pictures, and By-pass Pumping Overall. k) Proposed construction schedule. I) Presentation to City's Review committee. m) Review, consolidate and prepare written response to City's review committee. n) Review report per comments and submit final formal report. 3. Survey proposal for preliminary engineering is attached with a map of proposed locations. Design Phase Services 1. Prepare Construction Plans and Specifications as follows: i. Submit for review construction plans at 30% consisting of Plan & Profile Topographic Survey with parcel data based on agreed alternatives from PER and overall for new submersible lift station at Mykawa-Scott. The new submersible lift station will include De,ian 5 of HI DI O.Revised 12/I odor control and a generator or plug in and manual transfer switch. The plans will be prepared as 24"x36" drawings per City guidelines. ii. Submit for review detailed construction plans at 60% & 90% (along with specifications form at 60% - include bid form & completed "front end documents" at 90%) for gravity alternative for Mykawa-Shank and Mykawa-Orange, force main alternative for Mykawa-Scott, and new submersible lift station at Mykawa- Scott. The design and technical specifications will be prepared for utilization by the City as "City Standards". The front end documents will be provided by the City for revision and inclusion at the 90% submittal. iii. Submit 60% & 90% plans to Utility companies and coordinate work for relocation or service changes, if required. 2. Prepare a lift station design report for submittal at the 90% phase. 3. Prepare Construction Cost Estimates at the 30%, 60%, and 90% submittals. 4. Coordinate with external regulatory and permitting agencies, including but not limited to TCEQ, TXDOT, Brazoria DD #4, USACE (US Army Corp of Engineers), Burlington Northern and Santa Fe Railway (BNSF), and coordination with the Mykawa Road widening design consultant. 5. Provide Traffic Control plan and SWP3 plans and specifications, if required. 6. Submit plans for City Engineer's signature. 7. Prepare bid sets for distribution via the City's e-bid system. 8. Survey proposal for selected routes is attached, including topographic survey and preparation of easement documents for an estimate of one (1) parcel. 9. Geotechnical data proposal is attached with a map of proposed boring locations and depths. 10. Environmental proposal is attached for a Phase I Environmental Site Assessment for the future Mykawa-Scott lift station site which was estimated to be 15'x20'. I)c i n 6 of 10 DIO.Revised 12/11 11. Structural proposal is attached for lift station design, bid phase services, and construction phase services. The structural engineering services include: structural engineering/design for abandonment of lift stations that may have roadway constructed over them, structural engineering/design of a new lift station for the Preliminary Engineering Report Phase (Including preliminary structural drawings to show necessary plan, section, and details structural specifications required for a new lift station based on Division 03, coordination during the design phase, responses to City's comments on City software, review of construction submittals, responses to RFIs and RFPs and change orders related to the structural engineering scope of work, and finalize structural design and production of construction drawings. 12. Electrical proposal is attached for lift station design, bid phase services, and construction phase services. The electrical engineering services include, assistance in creating a lift station design standard and/or technical specifications for electrical work, attendance at one (1) coordination meeting, preparation of construction drawings and technical specifications, assistance with the Preliminary Engineering Report (including sizing the electrical service, selecting the voltage for the service, and sizing a generator), and assistance during the procurement phase, and construction phase. Bid Phase Services 1. Bid Phase Services a. Provide Notice to Bidders (NTB) and list of bid items to the Project Manager in an electronic form appropriate for the e-bid system format. City is responsible for advertising and costs associated with advertising. b. Provide electronic copy of bid-ready plans to the Project Manager for the e-bid system. c. Chair pre-bid meeting and attend Bid Opening. Design 7 of 10 DIO.Revised 12/11 d. Respond in writing to questions from bidders and prepare addenda, and drawing modifications, and coordinate with Project Manager as necessary. e. Assist with design of Bid Proposal* f. Prepare Engineer's Recommendation of Award Letter that includes the following required content: i. Check for math errors and reconcile any mathematical discrepancies ii. Review for unbalanced bid items iii. Certified Bid Tabulation including Engineer's estimate iv. Review of contractor's financial standing and references provided v. Explanation of discrepancies between the Engineer's estimate and bids vi. Recommendation to award 2. Attend City Council meeting and recommendation for award of Contract for Construction. 3. Produce and transmit to selected contractor five (5) sets of full size plans and project manuals in hard copy, and one electronic format copy to Project Manager, in a format ready for execution with City's Notice of Intent to Award (NOI). *This is the use of bid strategies to attain lowest possible prices for work, use of alternatives, etc. Construction Phase Services 1 . Construction Phase Services a. Construction Administration i. Attend pre-construction meeting to provide information & answer questions. 1)c•ign 8 of 10 DIO.Revised 12/11 ii. Attend monthly progress meetings with Construction Manager, Contractor& City of Pearland, assuming 10 meetings. iii. Prepare a list of required construction submittals for review and approval by the City. Review & comment on Contractor's submittals, RFIs, RCOs including coordination with Construction Manager on Change Directives & Change Orders using the City of Pearland's ProTrak system. iv. Review & approve monthly pay applications coordinating with Construction Manager using the City of Pearland's Pro Trak system. v. Provide interpretive guidance for Contractor, Construction Manager in resolution of problems. vi. Site Visits will include up to ten (10) site visits during the construction duration and preparation of a site observation report for submittal to the Construction Manager. vii. Coordinate with Construction Manager to review progress of work for Substantial Completion; with production of punch list; substantiation that items are completed; and issue both Certificate of Substantial Completion & Final Acceptance. viii. Issue letter to City recommending acceptance & release of final payment. ix. Coordinate contracts, CM/CI to provide complete record of As-Builts. x. Provide Record Drawings from Contractor's As-Builts in PDF electronic format (CD) & hard copy format. Additional Services 1. Survey proposal for selected routes is attached, including preparation of easement documents for an estimate of three (3) parcels. Design 9 of 10 D10. Revised 12/11 Definition: 1) As-Builts "redlines": Contractor's record of field changes to the work in line, grade & elevation 2) Record Drawings: Engineer's incorporation of contractor's As-Builts Design 10 of 10 D10.Revised 12/11 LA two 01 Aga1490.0057001 804500W 4.204.3 5040.4.,0 9.00,891 2011 Om f Map en l la 03. Comb.EE Bra&Gans A.W to 14170141 SW. NW.S.16,) Aga Ep 3.4 Pn1 CA00lW A..4+11 EY1ML 5.4.9HVE Ar.0.14000Y EnMgw»W $012626 On) Sox.1:06151 3,201.0 5W1mP1M1 Bra Ina to Cm. WP»5404 $ 531 $ P $1 Ipa1S0015 v 0 $ 3 Nxi S 6000,0 :510.1 TU 5 170: 5 '500 hrP r A.a6.p4.4..1.9 ;1 } T $ „mow 5 40 1 00 A.aa.». : 34000 15 3,01.4«om.�.. .Ys - " _ .�, 1 12110300~0 5 '5 l i - 131399444 2 '2 -_-- • ■ •....o°w"' --. —. g �., t f} 8 392000 5 5 5 302000 16.11E103C1ew0o_ ---- .-- T_ 51 71 01 0 1215 • S • Is �e - JS -j- 07 8 3+Eaeu s ;s s • 3+0b 10 1.+51 .i5i 25 0 I 0:i 510000 s - -{ 5_ l$ 6 1997 .4.eJ..P....E.1,�A 4.. b 270 5 5 I • ,�,:i 13300 1 5 (r 1E 16 51c5 1 $ —_ ■l$aa0 A/nlrieryEpFrp II 239 5O0 a 01 • 5 • $ { • ; s 5.0040 s 33.77300 5 $ 1171100 - - _ • ` � 14 358(0 i0L 1TI i 5,01000 S 3590000 f 33.72300 VE .13 057+200 UAL D..I4.Pe...3..4 _ _ _ _- .e. :___ •_ --_._T_. _.409 .9.......... .• .• _ >.: b: x, .s x22000 -----$ 2B 2ro 00 Oen4w..,.o ..e..aal.a..ae.. •5 __ - r____ 6ss 3990200 .S - 0991000 4313C4.1Y4I5..40414•fj�.4d4 .S.hn«E.46.4 Down 8 150 70 100 -- 3:3 5377000 •f ' 0677000 2 Ca1W41.C..E..a9 1 00 - 373200 :s 373]00 0034...20..........«•..NM... 50 25 I5 +0!2500 - -S - 1312500 •1..1o.1.I1 ..40 3 0 20 10 140 1710000 -.- is 17 10000 2 e.ewE«C....rOm.w Mtq 314250+ 20 5 b 150300 1 - 4 6030 e..«.Y S.a O..MAS 10 •0 1 50000 0 f MMIIM/IMII:■op s.,,........,.....^., _ ..—.5 00313000 _ t 01:s0;1 If 1120320 . 112 OR 40 - S. 50500 —7—0 1017010(8 7452000 7452+00 e C...wo• ---' 19:5-IS 521,12 521113•a C..ne,.... t <..... S :o 01..26..1 __ • $ -4..0:0 $ 3315000 1615000 5 11:' _ : • t '14AC0 3 433635 16 17300 ---[0L1}YFwoar — t 33_ 3:0 231 ----M19i(.. -0: 48 1105001{ 3375300 s 30505(9 4326111$ 7973400 r—i.1r�22%s5 s 2335511 S 2038934 l 115350 51 ,w !NP!«0..0 -- ?. ---- - ----a 1030515 s S - 4 1lK)w 2 w•e4wr4+S :' , _-_--_ 7 3 01000 7 f • ` - 0 4 310 00 300...1«3...10»ao..,<,•,•' I _ ''S 70500 0 s • $ ,75031 IS*I ---- -- II 24 51 or 3� • 7: ski s • us 31305,$ ---- s f 3 .5 0000 I55LL 9«1a.l.n Pr,.indin =Seoul Cx13.a0PSa 5.71» 0 120 0 0 0 S ICI®®s • -- - 13015 2.300000 0$ s ©©$ 24 30000 ®®S 21535 A003r111895.1. -_444 4- _.__ --•4__44 129935 _�—__-.--- -----• . s • 7 •20:0(0 { 1298900�f 500.1 Alan.Woo _ . -0 0 0 1 � o f • 5 • s � s � c •- -" o—c 12455 s�42935 s 72 K05 -k 412,.FS I.01 0131 4051 520 12 3373 S 250/7141 I 1101016063 ... $ 2000300 rS 103.35000(S 425300 s 3350)07 s eat et s 4505 5 337'5000 i 330500 f 43311 5 1303815 S 200404211 1n2551i's 22!1,570Is . �5— 5317305, 84..servo.1.1 f 3018900 tousesa sevot 1.1 5 1!.58900 9,70 1.01 5 525500.00 Pap.1 01 1 Printed 4/2092010 BE ■ tttttttt� q BEC-LIN ENGINEERING,L.P. Structural•Civil•Surveying•Construction Management April 5,2016 Client: Dedra A.Ecklund,P.E. 5engineering,tic Project Manager 936-443-7402 dedra.ecklund(a),5engineeri ng.com Re: Structural Engineering Fee Proposal Project: City of Pearland Lift Station Structural Design New Mykawa-Scott Lift Station It is our pleasure to submit this proposal for providing structural engineering services for the referenced project. Our understanding is that this project involves the following scope of services listed below. Our proposal assumes that BEC-LIN is responsible for furnishing structural drawings to issue for construction in accordance with the City of Pearland requirements. Project Scope: It is our understanding that the project consists of providing structural design services for the abandonment of two lift stations,one at Mykawa and Shank and one at Mykawa and Orange. The lift station at Mykawa and Scott will be relocated to make room for the Mykawa Road widening project. The flow from the Mykawa and Shank lift station will be replaced by a gravity line that will begin south of H100-00-00 and proceed south to an existing 8"gravity that will be reversed to gravity to an easement south to Orange Street and the existing 8"and 12"may require pipe bursting to the 24"on Hatfield Road. Structural Engineering/Design Scope of Work:Our fee includes the following scope of services: • Structural engineering/design for abandonment of lift station's that may have roadway constructed over them • Structural engineering/design of a new lift station for the Preliminary Engineering Report Phase.Including Preliminary structural drawings to show necessary plan,section,and details • Structural specifications required for a new lift station based on Division 03 • Coordination during the design phase • Responses to City's comments on City's software • Review of Construction Submittals • Responses to RFI's and RFP's and change orders related to the structural engineering scope of work • Finalize structural design and production of construction drawings Exclusions:This proposal is based on the following assumptions: • Civil,Electrical,and other related drawings will be furbished by others • Specifications for epoxy coatings and other corrosion resistance coatings will be furbished by others • A site specific Geotechnical investigation will be provided by others including recommendations for the roadway design 10401 Westoffice Drive,Houston,Texas 77042 100 East San Antonio Street,Suite 100,San Marcos,Texas 78666 P:281.664.8440 F:281.664.8457 P:512.353.3335 F:512.396.0224 TBPE#F-13056 TBPLS#10190400 TBPE#F-I3056 www.bec-lin.com www.bec-Iin.com 1 of3 We propose to furnish the above services for an estimated fee of Thirty-Three Thousand Seven Hundred Fifty Dollars($33,750)based on our hourly rates as further described below. The fee shall be invoiced on as hours are expended on the project. If the project is delayed or cancelled we will invoice for the amount of time expended through the date of delay or cancellation. The terms and conditions which are a part of this proposal/contract appear on the attached page.Acceptance of this proposal shall be acknowledged by signing below and returning the original for our files.Upon acceptance of this proposal/contract the work as outlined above will proceed.If you have any questions or require additional information please contact the undersigned at 281-664-8441 or 832-435-1108. We appreciate this opportunity and are looking forward to working with you on this project. Truly yours, J47/11 azechoov Accepted p d by: BEC-LIN Engineering,LP Print Name: (P)281-664-8441 Date: (F)281-664-8457 (C)832-435-1108 E-mail:kbreckon @bec-I i n.com Website:www.bec-lin.com BEE-Li 2 of 3 BEC-LIN Standard Hourly Rates: DESCRIPTION HOURLY RATE Principal $200.00 Professional Engineer(PE) $175.00 Project Manager $165.00 EIT $165.00 CADD Designer $125.00 CADD Drafter $90.00 Inspector $95.00 Administrative $55.00 Payment.Fees shall be due upon invoicing for services performed.A finance charge of 1.5%per month or the maximum rate allowed by law shall be charged on past due accounts.Legal fees and additional administrative charges incurred by BEC-LIN in order to obtain delinquent payments shall become the responsibility of the Client. Fees.We reserve the right to request additional fees for unforeseen extenuating circumstances or additional scopes of work and we also reserve the right to terminate this contract at any time at our sole discretion Defects.The client shall promptly report to BEC-LIN any defects or suspected defects in the services provided of which the client becomes aware,so that BEC-LIN may take measures to minimize the consequences thereof.The client agrees to impose a similar notification requirement to all contractors providing services in the construction of the above referenced structure.Failure by the client and the client's contractors or subcontractors to notify BEC-LIN shall relieve BEC-LIN of any costs of remedying the defects above the sum such remedy would have cost had prompt notification been given when such defects were first discovered. Notices.Any notice required or permitted to be given under this Agreement shall be sufficient if in writing,and if sent by registered or certified mail,postage prepaid,return receipt requested,to his last known address in the case of the client or to its principal office in the case of BEC- LIN. Assignment.This Agreement may not be assigned by either party,nor may either party transfer or delegate its or their rights or obligations hereunder,without the written consent of the other party,and any attempt to do so shall be void. Severability.The provisions of this Agreement shall be deemed severable,and if any provision or party thereof is held illegal,void,or invalid under applicable law,such provision or part may be changed to the extent reasonably necessary to make the provision or part,as so changed, legal,valid,and binding.If any provision of this Agreement is held illegal,void,or invalid in its entirety,the remaining provisions of this Agreement shall not in any way be affected or impaired and shall remain binding in accordance with their terms. Applicable Law.This Agreement shall be construed in accordance with and governed by Texas law and shall be enforceable in Harris County, Texas. Miscellaneous.This Agreement contains the entire agreement with respect to the subject matter hereof.This Agreement may be modified or amended only by a writing signed by the parties.No wavier of any provision of this Agreement shall be valid unless in writing and signed by the party against whom enforcement of a wavier is sought.The wavier by either party of any provision of this Agreement shall not operate or be construed as a waiver of any subsequent breach.Captions to the various sections in this Agreement are for the convenience of the parties only and shall not affect the meaning or interpretation of this Agreement.This Agreement may be executed in several counterparts,each of which will be deemed an original,but together they shall constitute one and the same instrument. Liability.To the fullest extent permitted by law,and notwithstanding any other provision of this Agreement,the total liability,in the aggregate,of BEC-LIN and BEC-LIN's officers,directors,partners,employees,agents,and BEC-LIN's Consultants,and any of them,to Client and anyone claiming by,though,or under Client for any and all claims,losses,costs,or damages whatsoever arising out of,resulting from or in any way related to the Projector the Agreement from any cause or causes,including but not limited to the negligence,professional errors or omissions,strict liability or breach of contract,or warranty express or implied of BEC-LIN or BEC-LIN's officers,directors,partners, employees,agents,or Consultants,or any of them,shall not exceed the total compensation received by BEC-LIN under this Agreement.The Client and BEC-LIN agree that any claims against the other shall not be initiated more than one year from the date on which BEC-LIN completes the Scope of Work.Further,the Client agrees that BEC-LIN shall not be held liable for any consequential damages,errors from contractor's means and methods,and/or jobsite safety. Dispute Resolution.All claims,disputes,and controversies arising from this agreement against BEC-LIN shall be first referred to mediation under the then current Construction Industry Mediation Rules of the American Arbitration Association prior to any recourse to arbitration or a judicial forum.The parties to this agreement shall first submit their dispute for resolution by the Dispute Resolution Center of Harris County.If the dispute cannot be resolved under mediation then,subsequent to mediation any dispute arising with this agreement shall be referred to arbitration in accordance with the provisions of the Texas general arbitration act or the federal arbitration act.All arbitration proceedings shall be conducted in Houston,Harris County,Texas and shall be administered by the American Arbitration Association.In any dispute between the parties,each party shall pay for one-half(1/2)of the cost of the arbitration proceedings.The decision of the arbitrators shall be final and binding upon all parties and the decision,save the enforcement of the same,shall not be subject to any action or proceeding in any court.Nothing in this section shall be deemed to prohibit either party from instituting an action in any court of competent jurisdiction for injunctive relief if the same is necessary to prevent a breach hereof or to prevent a party from continuing to engage in conduct which is in breach of or prohibited by this agreement.All other issues,except to the right of injunctive relief,shall be submitted to arbitration. -Li 3 of 3 BAI RD & 2002 Riverknoll Court -(7s Richmond, Texas 77469 GI L ROY (281) 529-5005 www.bairdgilroy.com March 14, 2016 Dedra Eckland, P.E. Sengineering, LLC 10200 Grogan's Mill Road, Suite 238 The Woodlands,TX 77380 Re: Professional Engineering Services Proposal for City of Pearland—Lift Station Replacement Pearland,Texas Dear Dedra: We appreciate the opportunity to present this proposal for electrical engineering services in connection with the City of Pearland—Lift Station in Pearland,Texas. Project Understanding This project includes the abandonment of two lift stations located at Mykawa-Shank and Mykawa-Orange. The lift station at Mykawa-Scott will be replaced and relocated to make room for the widening of Mykawa. The new lift station will consist of submersible pumps in a wet well. Emergency power needs will be evaluated in design and provide an onsite generator or manual transfer switch with a quick connect. Based on our understanding of your project,the review and approval process,we prepared the following scope of services and fee proposal for your consideration. Scope of Services A. Lift Station Design Standard and Technical Specifications a. Assist City in creating a lift station design standard and/or technical specifications with an emphasis on standardizing the electrical power distribution, auxiliary power, and control panel design and features. b. Attend one(1) coordination meeting with City to discuss wants, needs,and past problems. c. Deliverables i. Provide 50% review submittal of design standard and/or technical specifications. ii. Provide 90% review submittal of design standard and/or technical specifications. iii. Provide 100%final submittal of design standard and/or technical specifications. iv. All submittals, including final, will be submitted in Microsoft Word and Adobe PDF format. Ms. Dedra Eckland, P.E. Page 2 March 14, 2016 B. Preliminary Engineering Report a. Design Report (Electrical) — Assist Sengineering in the creation of the design report. This includes sizing the electrical service, selecting the voltage for the service, and sizing a generator necessary to power the equipment. b. Deliverables i. Preliminary cost estimate for electrical for the new lift station and the removal of the electrical at three lift stations. ii. Electrical plans consisting of an electrical site layout and one-line diagram. c. Items Provided by Client i. Number of pumps and estimated pump horsepower. ii. AutoCAD Drawings 1. Site plan base 2. Border C. Final Design a. Prepare the electrical portions for 60%, 90%, and final construction drawings, and technical specifications. The Construction Documents will include an electrical site layout, one-line diagram, control diagrams, and electrical details. Project design will be performed in accordance with the following design standards: i. Texas Commission on Environmental Quality(TCEQ) ii. National Fire and Protection Agency(NFPA) 70—National Electrical Code(NEC) iii. City of Pearland Engineering Design Criteria Manual b. The technical specifications will be prepared using our specifications with approval by the City staff. c. Items Provided by Client i. AutoCAD Drawings 1. Site plan base 2. Border ii. Any available design or record drawings of the existing facilities. Ms. Dedra Eckland, P.E. Page 3 March 14, 2016 d. Deliverables i. Updated cost estimate for electrical for the new lift station and the removal of the electrical at three lift stations for the 90%submittal only. ii. Electrical plans and specifications provided in pdf format. D. Procurement Phase a. Assist in the procurement phase by answering any questions by phone or email. Attendance to pre-bid meeting is not included. b. Assist in preparing an addendum and responses to bidders for electrical items during the procurement phase. c. Prepare any modifications to the electrical construction drawings and electrical technical specifications related to an addendum issued. Modifications will be provided in electronic format. E. Construction Phase Services a. Pre-Construction Meeting: Provide assistance by answering any questions by phone or email. Attendance at pre-construction meeting is not included. b. Construction Progress Meetings: Provide assistance by answering any questions by phone or email. Attendance at construction progress meetings is not included. c. Submittals: Prepare a list of required electrical construction submittals for review and approval by the City. Review all electrical construction submittals as required by Contract Documents and Technical Specifications. Review revised and resubmitted submittals as required. Submittals will be reviewed with responses provided to 5engineering within two (2) business days of receipt. d. Request for Information: Review and provide responses to Requests for Information (RFI's) involving the electrical design/components during construction duration. Provide text for RFI response in Microsoft Word format to 5engineering to complete in necessary format for City. All RFI responses will be sent within five (5) business days of receipt. 5engineering will be notified of any responses requiring additional time. e. Site Visit and Preparation of Site Observation Reports: Visit the site one (1) time during constriction duration at critical milestones and prepare a summary description to 5engineering. Additional inspections may be requested and performed as an hourly service. Ms. Dedra Eckland, P.E. Page 4 March 14, 2016 f. Change Order Assistance: Provide assistance to 5engineering on Change Orders involving the electrical design/components during the construction duration. g. Substantial and Final Completion Walk-Thru: Attend a substantial walk-thru with 5engineering, the contractor, and City Staff. Prepare an itemized substantial completion punch list for approval by 5engineering. Attendance at a final completion walk-thru is not included. h. Record Drawings: Prepare record drawings based on variations observed during site visits or as-built drawings from contractor. Variances will be delineated by a red cloud and a description of the variance. i. Project Start-up: Assist with Project Start, as requested. Includes phone or email conversations. Attendance to start-up meeting at project sites are not included. Proposed Fee A. Lift Station Design Standard and Technical Specifications = $2,500 B. Preliminary Engineering Report = $2,000 C. Final Design (Lump Sum) _ $6,000 D. Procurement Phase(Lump Sum) _ $500 E. Construction Phase Services (Lump Sum) _ $3,000 Total: $14,000 Special Considerations This proposal is based on the following special considerations: 1. This proposal shall be subject to the enclosed Fiveengineering, LLC. Subconsultant Agreement. 2. Reimbursable expenses including outside services not performed by Baird &Gilroy LLC personnel shall be provided and reimbursed at cost plus 10%. Although we do not anticipate any Reimbursable Expenses,these services typically include reproduction and deliveries. 3. Hourly Services shall be provided at a rate of$150 per hour. This rate may be revised upon written notification in January of each year. 4. The proposed fees shall be considered in their entirety for the scope of services. Should you wish to contract with us for only a portion of the work, we reserve the right to negotiate individual scope items on their own merits. Ms. Dedra Eckland, P.E. Page 5 March 14, 2016 5. This proposal shall be valid for sixty days from this date and may be extended upon approval by this office. We appreciate the opportunity to submit this proposal and look forward to working with you. An executed copy of this proposal will serve as our notice to proceed. Please return one copy to our office. Should you have any questions, please call. Sincerely, i 4 Gregory S. Baird, P.E. Baird& Gilroy LLC Managing Member \Projects\107\0006\Contracts\Proposal-Pearland Lift Station.docx Enclosures APPROVED BY: Signature Name and Title (Printed) Date ALES MIME ENGINEERING CORP. April 5,2016 Ms. Dedra A. Ecklund,P.E. Project Manager 5engineering,LLC 3535 Briarpark, Suite 210 Houston,TX 77042 Re: Revised Geotechnical Investigation Proposal/Agreement Proposed Improvements of Sanitary Sewer and Lift Station at Mykawa Area City of Pearland,Texas AEC Proposal No.G2016-03-0582 Dear Ms. Ecklund, Aviles Engineering Corporation (AEC) is pleased to submit this revised proposal for a geotechnical investigation for the proposed improvements of sanitary sewer and relocation of lift station in Mykawa Area (Harris County/Houston Key Map 614 H, M, & L, and 615 E) in the City of Pearland, Texas. According to the alignment map and information provided, we understand that the City plans to abandon two lift stations: one at Mykawa and Shank and one at Mykawa and Orange, and relocate the lift station at Mykawa and Scott to make room for the Mykawa Road widening project. The improvements consist of: (i)the proposed Mykawa-Scott lift station, approximately 20 feet deep,will be located to the east out of the road ROW; the flow that is north of H 100-00-00 will gravity to the Mykawa-Scott lift station; (ii) the flow from the Mykawa-Shank lift Station will be replaced by a gravity line that will begin south of H100-00-00 and proceed south to an existing 8-inch gravity that will be reversed to gravity to an easement south to Orange Street and the existing 8-inch and 12-inch pipelines may require pipebursting to the 24-inch on Hatfield Road; (iii) the Mykawa-Orange lift station will be abandoned, and will be routed by gravity on the west side of the Mykaya ROW;(iv)the proposed approximately 16,800 feet long sanitary sewer alignments are shown on the attached boring location plan. Based on the data provided by you,the maximum manhole depths of the existing sanitary sewer along the project alignments are listed in Table 1. Table 1. Depth of Existing Manholes for Existing Sanitary Sewer Manhole Number Location Depth(ft) 4-10-109 Mykawa and Halik Intersection 12.16 4-10-55 Mykawa and Shank Intersection 10.33 4-9-15 Orange and Hatfield Intersection 13.91 The MH near Orange and Hatfield intersection 12.0 - Near Mykawa-Orange Lift Station 7.25 AEC anticipates that majority portions of the proposed sanitary sewer will be installed by open cut method; while at the crossings of pipeline easements, Ditch HI-100-00-00 (BDD4 for Brazoria Drainage District No.4),BNSF railroad,and SH35,tunnel or auger method will be required. 5790 Windfern • Houston, Texas 77041 • (713) 895-7645 • Fax (713) 895-7943 5engineering,LLC Proposed Improvements of Sanitary Sewer and Lift Station at Mykawa Area City of Pearland,Texas AEC Proposal No.G2016-03-0582 April 5,2016 ENGIPIEERJNG CORP. Page 2 of 4 Due to the project budget limit, we propose to drill 23 borings: (i) three 20-foot borings, eight 25-foot deep borings,and six 30-foot deep borings for the proposed sanitary sewer; (ii) two 45 feet deep borings at Ditch H-100-00-00 crossing; (iii) two 40 feet deep borings BNSF railroad crossing; and (iv) two borings at 50 feet deep at Ditch H-100-00-00 and SH-35 crossing as shown on the proposed boring location plan. Total drilling footage is 710 feet. Borings B-3, B-7, B-10, B-13, and B-17 will be converted to 20 to 30-foot deep piezometers as shown on the boring location plan. Based on the Google Earth Aerial Map,traffic control will be required along the Mykaya Road and Orange Street,and SH-35; tree clearing will be required for Borings B-14 through B-16; Borings B-5,B-14 through B-17,B-19,and B-20 are anticipated to be drilled by buggy rig. AEC personnel will mark the boring locations at the project alignments and contact the Texas 811 to check underground utilities. However, Texas 811 does not check underground water line, storm sewer, and sanitary sewer. We request that the entry permit to private property for drilling purpose,if any,be provided to us at no cost to AEC. We will core through concrete or asphalt pavement where the proposed borings are located. The borings will be drilled with a truck-mounted rig and buggy rig; samples will be obtained continuously in the top 20 feet and at 5-foot intervals thereafter. For Boring B-13 which will be used for g o the new lift station, samples will be obtained continuously in the top 30 feet. Undisturbed samples will be obtained of cohesive soils by pushing a Shelby tube (ASTM D-1587). Standard Penetration Test samples will be obtained of granular soils (ASTM D-1586). We will inform you any visual evidence of odor indicating hazardous materials if encountered in the samples. Representative portions of all soil samples will be sealed, packaged and transported to our laboratory. Water level readings will be noted during drilling and obtained upon completion of drilling each boring; the boreholes on pavement, except for piezometers,will be backfilled with cement-bentonite grout and then patch the pavement with non-shrink grout. While the off pavement boreholes will be backfilled with bentonite chips. We will obtain 24-hour and approximately 30-day water level readings in the piezometers,then the piezometers will be plugged. As part of our services, we will conduct literature study (including aerial photographs, fault maps and publications) to identify if there are documented faults crossing the alignment; perform a site visit to visually identify any landmarks or features that may indicate the presence of a fault. Laboratory testing may consist of moisture contents, dry unit weight, Atterberg limits, percentage passing No. 200 sieve, sieve analysis, unconfined compression tests, and unconsolidated-undrained triaxial tests depending on the soil types encountered. We will analyze the field and laboratory data to develop geotechnical engineering recommendations for (i) boring logs shown existing pavement and base thicknesses, and ground water depths encountered in the borings; (ii) feasible foundation type and depth, allowable bearing capacity, soil parameters for lateral earth pressures on the proposed lift station, as well as excavation and shoring; (iii) design soil parameters for lateral earth pressure on the tunnel shafts; recommendations for dewatering, liner/casing requirements, auger or tunnel boring machine, and estimated surface settlement for sanitary sewer installation by tunnel or auger method; (iv) geotechnical guidelines for the sanitary sewer installation including open cut and tunneling methods; (v) recommendations for how to cut top portion of the existing lift station structures that are to be abandoned, and backfill requirements to provide relatively uniform or smooth subgrade for the roadway pavement; (vi) recommendations for replacement concrete or asphalt pavement thickness and subgrade preparation; and (vii) geotechnical recommendations and dewatering guidelines for the facility construction. LLC Proposed Improvements Proposed Improvements of Sanitary Sewer and Lift Station at Mykawa Area City of Pearland,Texas AEC Proposal No.G2016-03-05R2 April 5,2016 ENvINEERIPJG CORP. Page 3 of 4 The estimated fee for the services described in this proposal is $69,000.00, which includes one mob/demob for a truck rig and a buggy rig,a site visit to mark the borings,2 copies of draft and 3 copies of final report. Additional copies will be invoiced at $40 each.The fee assumes the site will be open and accessible to a truck-mounted drilling rig or buggy rig, and the field personnel will use Level D during the field exploration. Standby time, safety training, surveying, working with hazardous materials, environmental sampling/testing/evaluation, and plan/specification review are not included in the above fee. Weather permitting, and assuming no field delays, we plan to start the field exploration about one week after receiving your notice to proceed. The field exploration will take about 2 to 2.5 weeks; laboratory soil testing will require 4 weeks to complete after receipt of the soil samples from the field. We will submit a draft report 3 weeks after completion of the laboratory soil testing. Final report and trench report will be issued 2 weeks after we receive your comments on the draft report. To reduce delays in the schedule and avoid additional fees, we request that we be provided with any proposed or preferred geotechnical-related design details including existing utility drawings, and proposed utility drawings at the onset. If any of the project details described in this proposal are incorrect or the scope of services needs modification,please inform us immediately so we can revise the proposal as necessary. We appreciate the opportunity to present this proposal,and look forward to working with you. Respectfully submitted, Aviles Engineering Corporation Shou Ting Hu,MSCE,P.E. President Attachments: Terms and Conditions,Itemized Fee Estimate,Proposed Boring Location Plan AGREED TO THIS DAY OF BY(Signature): NAME(Print): TITLE: FIRM: 5engineering,LLC Proposed Improvements of Sanitary Sewer and Lift Station at Mykawa Area City of Pearland,Texas AEC Proposal No.G2016-03-05R2 April 5,2016 ENGINEERING CORP. Page 4 of 4 GEOTECHNICAL INVESTIGATION TERMS AND CONDITIONS STANDARD OF CARE The CLIENT recognizes that actual subsurface conditions can vary from those observed and/or encountered at locations where borings, surveys, or explorations are made, and that site conditions may change with time. Data interpretations and recommendations by AVILES ENGINEERING will be based solely on information available to the AVILES ENGINEERING during the investigation. AVILES ENGINEERING is responsible for those data, interpretations, and recommendations, but will not be responsible for other parties' interpretations or use of the information developed. The CLIENT should expect AVILES ENGINEERING to perform Services under this PROPOSAL/AGREEMENT in a manner consistent with the level of care and skill ordinarily exercised by members of the engineering profession practicing contemporaneously under similar conditions in the locality of the project. No other warranty, expressed or implied, is made. SCOPE OF SERVICES AVILES ENGINEERING will develop a scope of services based on the project information provided by the CLIENT. AVILES ENGINEERING shall not be responsible for problems arising due to inadequate number of borings and/or depths dictated or required by others or inadequate engineering analyses, if the CLIENT reduces the scope of services and/or provides insufficient or invalid project or other relevant information to AVILES ENGINEERING. In the event the CLIENT or his representative orders work described in this PROPOSAL/AGREEMENT, that action shall constitute the CLIENT's acceptance of this PROPOSAL/AGREEMENT and its terms and conditions SITE ACCESS AND SITE CONDITIONS The CLIENT will grant or obtain free access to the site for all equipment and personnel necessary for AVILES ENGINEERING to perform the services described in this PROPOSAL/AGREEMENT, as well as provide location data for all below and above ground structures, pipelines and utilities. For such items encountered, not called to the attention of AVILES ENGINEERING, the CLIENT shall assume responsibility for any resultant damages. AVILES ENGINEERING will take reasonable precautions to minimize damage to the site, but it is understood by the CLIENT that, in the normal course of work, some damage may occur and the correction of such damage is not part of this AGREEMENT. The CLIENT will notify AVILES ENGINEERING of any known toxic and/or hazardous materials on site and shall assume responsibility for the cost of occurrences due to unknown toxic and/or hazardous materials on site. BILLING AND PAYMENT The CLIENT will pay AVILES ENGINEERING the lump sum amount(s) shown in the PROPOSAL/AGREEMENT. Invoices will be submitted to the CLIENT by AVILES ENGINEERING, and will be due and payable within thirty (30) days of the invoice date. CLIENT will pay an additional charge of 1.5 percent per month on any delinquent amount, and agrees to pay attorney's fees and/or other costs involved in any required collection activity. LIMITATION OF LIABILITY / INDEMNIFICATION If at any time, there shall be or arise any liability on the part of AVILES ENGINEERING by virtue of this Agreement or because of the relation hereby established, whether due to the negligence of AVILES ENGINEERING (including gross negligence) or otherwise, such liability is and shall be limited to a sum equal in amount to the fee charged by AVILES ENGINEERING. AVILES ENGINEERING and CLIENT agree to indemnify each other from any claims, etc., including attorney's fees and litigation costs, to the proportionate extent caused by each party's own negligence. If AVILES ENGINEERING is found to be prevalent in any third party lawsuits relating to this AGREEMENT, the CLIENT shall pay all AVILES ENGINEERING costs, including legal fees, that were incurred as a result thereof. Geotechnical Investigation A LES Improvements of Sanitary Sewer and LS at Mykawa Area City of Pearla Texas AEC Proposal l No. G2016-03-05R2 MIME 4/5/2016 ENGINEERING CORP. ITEMIZED FEE ESTIMATE 23 borings: 3 @20', 8 @25', 6 @30', 2 @40', 2 @45', & 2 @50'; 5 piezometers: 1 @20', 2 @25', & 2 @30' A. FIELD EXPLORATION QTY UNIT RATE AMOUNT Mobilization/Demobilization(Truck Rig) 1 LS @ $350.00 $350.00 Mobilization/Demobilization (Buggy Rig) 1 LS @ $450.00 $450.00 Lane Closure Permit(Staff Engineer) 4 hrs. @ $82.00 $328.00 Coordination and Site Reconnaissance(Staff Engineer) 8 hrs. @ S82.00 $656.00 Boring Layout& (Sr. Technician) 10 hrs. @ $66.00 $660.00 Utility Checking(Staff Engineer) 6 hrs. @ $82.00 $492.00 Fault Evaluation (Sr. Geologist) 8 hrs. @ $82.00 $656.00 Field Logging and Supervising(Sr.Technician) 110 hrs. @ $66.00 $7,260.00 Concrete Pavement Coring (5"diameter up to 6"thick) 17 ea. @ $90.00 $1,530.00 Concrete Pavement Coring (5"diameter, 6"to 12") 72 in. @ $8.00 $576.00 Tree Clearing 0.5 day @ $1,900.00 $950.00 Soil Drilling/Cont. Sampling(0'-20') 460 ft. @ $18.00 $8,280.00 Soil Drilling/Cont. Sampling(20'-30',for LS) 10 ft. @ $18.00 $180.00 Soil Drilling/Intermittent Sampling(20'-50') 240 ft. @ $16.00 $3,840.00 Soil Drilling/Intermittent Sampling(50'-100') 0 ft. @ $18.00 $0.00 Grouting Holes 580 ft. @ $6.00 $3,480.00 Surcharge for Drilling with Buggy Rig 240 ft. @ $6.00 $1,440.00 Metal Cover for Piezometers 5 ea. @ $60.00 $300.00 Piezometer Installation 130 ft. @ $16.00 $2,080.00 Piezometer Monitoring (Sr. Technicain, Two Readings) 12 hrs. @ $66.00 $792.00 Piezometer Plugging 130 ea. @ $14.00 $1,820.00 Stanby Time(Moving Boring Locations, Crew of Three) 0 hrs. @ $175.00 $0.00 Vehicle Charge 148 _ hrs. @ 8.00 $1,184.00 SUBTOTAL _ $37,304.00 B. ALLOWANCE Traffic Control 7 day @ $800.00 $5,600.00 Traffic Control/Escort Field Crews(Police Officer) 56 hrs. @ $45.00 $2,520.00 SUBTOTAL $8,120.00 C. GEOTECHNICAL LABORATORY TESTING Atterberg Limits(ASTM D-4318) 70 ea. @ $53.00 $3,710.00 Passing No. 200 Sieve(ASTM D-1140) 40 ea. @ $41.00 $1,640.00 Sieve Analysis w/o Hydrometer (ASTM D-422) 6 ea. @ $49.00 $294.00 Sieve Analysis w/Hydrometer (ASTM D-422) 2 ea. @ $150.00 $300.00 Moisture Content(ASTM D-2216) 283 ea. @ $8.00 $2,264.00 Unconfined Compression (ASTM D-2166) 40 ea. @ $39.00 $1,560.00 Unconsolidated-Undrained Test(ASTM D-2850) 32 ea. @ _ $54.00 $1,728.00 SUBTOTAL $11,496.00 D. ENGINEERING ANALYSIS &REPORT PREPARATION Senior Engineer, P.E. 32 hrs. @ $150.00 $4,800.00 Staff Engineer, E.I.T. 60 hrs. @ $82.00 $4,920.00 Sr. Technician 28 hrs. @ $66.00 $1,848.00 Clerical/Word Processor 6 hrs. @ $52.00 S312.00 Reproduction (2 copies of draft&3 Copies of Final Report) 5 report @ $40.00 $200.00 SUBTOTAL $12,080.00 TOTAL ESTIMATED FEE $69,000.00 LEGEND: I`r ,f' -- i,— —. ',, PROPOSED BORING NO& jam_ r ` I. , { �.t ." -`•r ` �C /!/� 6 B•N(A'1 DEPTH IN FEET 1 J,t ' PI.(x7 PIEZ INSTALL AS NOTED 3': . �� "1' � 0.17 p0) ( /j. - .! PZ1(li7 /�SI It f r. APPRO%.LOCATION 7 s 1-13 APPROX ALIGNMENT ! w.,• •I 1 •! A+4>Jl-.. PIPELINE(APPROX I j.`'..^ 0 - • -• C~ = DITCH I BAYOU r•C GRAPHIC SCALE,FT - <i..Ai i:Sli N d10, 0.20 t_ k ,: _ 1 r r Y :� r PZ l 001 1 t 4y( r - .... i 1 lir � �� 1. n Y � a3E 1- 3 -.'I ^..' 1. N - �. �. (/ / Y y �7; ' t ":" �� :.• 1 �� B �••�+p 0.21 J ,j * • � ur "'�i 61(75)% � ! t 14 � '�, 5.• d � �e .j 't� r� • �... ( ,� v •; _ *' 2210').`yg*•, - A 2 AVILES ENGINEERING CORPORATION•�a�-i tit" 6 loo. 1....1. ..�F k.e -.,`« ' 4 ! ,., `••.,—f, .d 1 a{,,,I PROPOSED BORING LOCATION PLAN `` 17 "I : IMPROVEMENTS OF SANITARY SEWER AND L.S. 441'4 • 41R.-Y � 'y '!.• I ) 1 i / " ', '. ...... CITY OF PEARLAND.TEXAS «. ; . •+ .: // /./ Jy �'• i ��/t I k+j5• G2010-0105R2 OI-0610 GOODIE EARfH PRO •"'LA, •)• 7, 1 .1 J 1 -� 7 ) Ad.. Pearl nd . .....1'.600' ....,PLATE, AVILES MIME ENGINEERING CORP. March 16, 2016 Ms. Dedra A. Ecklund, P.E. 5Engineering, LLC 3535 Briarpark Drive, #210 Houston, Texas 77042 Subject: Proposal to Perform a Phase I Environmental Site Assessment for The New Mykawa-Scott Lift Station, Pearland, Texas AEC Proposal Number E16-03-01 Dear Ms. Ecklund: Aviles Engineering Corporation (AEC) is pleased to submit this Phase I Environmental Site Assessment (ESA-I) proposal for the new Mykawa-Scott Lift Station in Pearland, Texas (Galveston/Brazoria County Key Map 615 E). It is AEC's understanding that the new lift station is part of a larger City of Pearland project which also involves the abandonment of two lift stations at Mykawa and Shank and at Mykawa and Orange and replacement of gravity flow lines and force mains. The current Mykawa-Scott Lift Station is located near the intersection of Mykawa Road and Scott Lane, in Pearland, Texas. This lift station will be abandoned and a new lift station built at another location because of the planned widening of Mykawa Road. Based on information provided to AEC, the location of the new lift station will be in the same general area of the existing lift station just outside of the Mykawa right-of-way and the area of the new lift station is estimated to be about 15 feet by 20 feet. It is AEC's understanding that the land for the new lift station has not yet been acquired by the City of Pearland. The ESA-I proposal was requested to cover the proposed location of the new lift station and any property the City of Pearland needs to acquire. Prior to the start of the ESA-I, 5Engineering, LLC will provide AEC with the exact location and area of the new lift station and the amount of property which the City of Pearland may need to acquire for the new lift station. The cost proposal included in this ESA-I is based on the current information about the new lift station provided to AEC. Once the location and extent of City of Pearland acquisition has been determined, the costs could increase if the information provided is significantly different from currently provided information. AEC proposes to conduct an ESA-I for the new Mykawa-Scott Lift Station in Pearland, Texas (referred herein as the Subject Property) in general accordance with the American Society for Testing and Materials Designation E 1527-13 Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process (ASTM E 1527-13). The purpose of the ESA-I is to identify recognized environmental conditions associated with the Subject Property. As defined in ASTM E 1527-13, "The term recognized environmental conditions means the presence or likely presence of any hazardous substances or petroleum products in, on, 5790 Windfern • Houston, Texas 77041 • Phone (713) 895-7645 • Fax (713) 895-7943 Ms.Dedra A.Ecklund,P.E. Proposal to Perform a Phase I Environmental Site Assessment for the New Mykawa-Scott Lift Station, Pearland,Texas AEC Proposal Number E16-03-01 March 16,2016 Page 2 of 6 or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or(3) under conditions that pose a material threat of a future release to the environment." Section 6 of ASTM E 1527-13 describes tasks to be performed by the user that will help identify the possibility of recognized environmental conditions in connection with the Subject Property (the user is the one who is seeking to use the ASTM practice to complete the environmental site assessment of the property,which based on the information provided to us,is 5Engineering, LLC /City of Pearland). An ASTM User Questionnaire is attached for you to complete and return to me to assist the user and the environmental professional (AEC)in gathering information that may be material in identifying recognized environmental conditions. If you do not know the answers to any of the questions, please indicate such. The questionnaire will also be sent to the current owner representative or person with extensive knowledge of the Subject Property for them to complete. AEC requests that you provide the name and contact information of the owner representative or person with extensive knowledge of the Subject Property so that a questionnaire can be sent to them. The contact information is also needed for an interview to be conducted during the ESA-I(see below regarding services to be provided by AEC). A few words of explanation regarding the questions in the questionnaire. The CFR number in parenthesis after each numbered item is the Code of Federal Regulation citation requiring the requested information. Regarding questions 1 and 2, to comply with this request, the user must search for the existence of environmental liens and Activity and Use Limitations (AULs)that are filed or recorded against the property. According to ASTM E1527-13, "Environmental liens and AULs are legally distinct instruments and have very different purposes and both can commonly be found within recorded land title records(e.g. County Recorder/Registry of Deeds). The types of title reports that may disclose environmental liens and AULs include Preliminary Title Reports, Title Commitments, Condition of Title, and Title Abstracts. Chain of title reports will not normally disclose environmental liens or AULs. Environmental liens and AULs that are imposed by judicial authorities may be recorded or filed in judicial records only. In jurisdictions where environmental liens or AULs are only recorded or filed in judicial records, the judicial records must be searched for environmental liens and AULs. Any environmental liens and AULs known to the user should be reported to the environmental professional conducting a Phase I Environmental Assessment. The user should either 1) engage a title company, real estate attorney,or title professional to undertake a review of reasonably ascertainable recorded land title records and lien records for environmental liens and AULs currently recorded against or relating to the property, or 2) negotiate such an engagement of a title company, real estate attorney, or title professional as an addition to the scope of work of the environmental professional. Aviles Engineering Corporation(AEC)does not provide searches for environmental liens or AULs since the client is likely to have better access to the needed title company, real estate attorney, or title professional to perform such activity,it will cost less for the user to directly involve such persons Ms.Dedra A.Ecklund,P.E. Proposal to Perform a Phase I Environmental Site Assessment for the New Mykawa-Scott Lift Station, Pearland,Texas AEC Proposal Number E16-03-01 March 16,2016 Page 3 of 6 or companies (no markup costs and hour charges for the service) and this activity can be performed by the user while AEC concentrates on performing the other required ESA-I activities. AEC will provide the following ESA-I services: 1. Search standard environmental record sources and review the resulting data to identify recognized environmental conditions in connection with the Subject Property. 2. Review historical data including, but not limited to, aerial photographs and topographic maps to identify past uses of the Subject Property, adjoining properties, and surrounding areas. 3. Site reconnaissance inspection and interviews to identify environmental conditions associated with the Subject Property. The site reconnaissance will be limited to the future location of the Subject Property and surrounding area visible from publicly accessible areas. Interviews, if applicable, will be conducted to obtain information relevant to the Subject Property and adjoining properties. Attempts will be made to interview the present and past owners of the Subject Property and present and past operators of businesses (if any)located on the Subject Property. 4. The current and past uses of adjoining properties will be identified in order to evaluate their potential to act as sources of contamination with respect to the Subject Property. 5. Prepare an ESA-I report that: • Describes the Subject Site. • Provides a review of topographic, floodplain, fault, and soil maps. • Identifies potential areas of contamination. • Reports the findings and discusses potential environmental risk. • Identifies recognized environmental conditions. • Contains recommendations for an ESA-II, as appropriate, to further assess and delineate contamination in the area of recognized environmental conditions. The proposed scope of work for the ESA-I of the Subject Property does not include review of recorded land title or judicial records. In addition, the ESA-I does not include the following environmental issues or conditions as these are outside the scope of the ASTM E 1527-13 practice: • Archeological considerations, • Asbestos-containing building materials, • Biological agents, • Cultural and historic resources, • Ecological resources, • Endangered species, • Health and safety, • Indoor air quality unrelated to release of hazardous substances or petroleum products into the environment, Ms.Dedra A.Ecklund,P.E. Proposal to Perform a Phase I Environmental Site Assessment for the New Mykawa-Scott Lift Station, Pearland,Texas AEC Proposal Number E16-03-0I March 16,2016 Page 4 of 6 • Industrial hygiene, • Lead-Based Paint, • Lead in Drinking Water, • Mold, • Radon, • Regulatory compliance,and • Wetlands. AEC will prepare a written ESA-I report summarizing our investigation and findings. The report will describe any recognized environmental conditions that are identified in association with the Subject Property and will include recommendations for further investigations, if necessary. These recommendations will be based on applicable laws and regulations. One bound and one unbound copy of the ESA-I report will be provided to you. ESA-I Limitations The ESA-I will be limited to information that is "reasonably ascertainable" and "practicably reviewable," according to ASTM E1527-13, considering the time and cost associated with the assessment. AEC does not guarantee the completeness or accuracy of the regulatory agency files and site listings. AEC cannot guarantee that not finding indicators of hazardous substances or petroleum products means that these materials do not exist on the Subject Property. AEC cannot be responsible for failure to disclose recognized environmental conditions that may exist on or near the Subject Property but were not identified due to limiting the assessment to information that is"reasonably ascertainable"and"practicably reviewable"as discussed above. The ESA-I is intended to reduce, but not eliminate, uncertainty regarding the potential for recognized environmental conditions in connection with the Subject Property. No sampling or analysis to assess the potential presence of hazardous substances or petroleum products is included in the scope of work for the proposed ESA-I. SCHEDULE AND COST PROPOSAL The ESA-I will be performed in accordance with the attached Environmental Services Terms and Conditions unless a specific agreement is executed between 5Engineering, LLC and AEC. AEC will complete and submit one unbound copy and two bound copies of the ESA-I draft report to 5Engineering, LLC within 60 days after we receive project authorization and a notice to proceed or a signed subcontract. In order to proceed, AEC must receive the exact location and extent of the new lift station and the area to be acquired by the City of Pearland and the contact information of the current owner of the Subject Properties. Difficulties accessing the sites (problems or delays obtaining owner permissions; lack of access to the properties,etc.); delays in return of the completion of the ASTM User Questionnaires by the user, owner representative, or person with extensive knowledge of the Subject Property; inclement weather; or lack of availability of persons for interviewing could delay the scheduled delivery of the report. If delays Ms. Dedra A. Ecklund,P.E. Proposal to Perform a Phase I Environmental Site Assessment for the New Mykawa-Scott Lift Station, Pearland,Texas AEC Proposal Number E16-03-01 March 16,2016 Page 5 of 6 are encountered, you will be notified of a revised delivery date. The cost for the above proposed ESA-I of the Subject Property based on current available information is $4,825.11. As appropriate, the report will be revised and finalized in response to comments. Following any necessary revisions, we will prepare and submit one unbound copy of the final ESA-I report and a compact disk (CD) that contains a pdf file copy of the final report. Invoices will be submitted to you upon completion of the project and remittance will be due within 30 days of the date on the respective invoice. For your convenience, a project authorization and notice to proceed form is included on the next page that can be completed, signed, and emailed, faxed, or mailed to AEC. AEC appreciates the opportunity to submit this proposal to you for environmental services. Please contact me if you should have any comments or questions in response to this proposal. ✓/ POF TEA- ", ;(`, „A ,r 'Po,:rt ,l` etzger Sincerely, p Geology y AVILES ENGINEERING CORPORATION °T 1133 i kekS/0 CENSE 04G CAE Robert J. Metzger, P.G. Senior Geologist Attachments Ms.Dedra A. Ecklund,P.E. Proposal to Perform a Phase I Environmental Site Assessment for the New Mykawa-Scott Lift Station, Pearland,Texas AEC Proposal Number E l 6-03-01 March 16,2016 Page 6 of 6 AUTHORIZATION AND NOTICE TO PROCEED To Perform an ESA-I for the New Mykawa-Scott Lift Station, Pearland, Texas in accordance with the attached Terms and Conditions The signature below authorizes the work described herein. FOR: 5Engineering, LLC Signature Printed Name and Title Date ASTM E1527-13 STANDARD PRACTICE FOR ENVIRONMENTAL SITE ASSESSMENTS: PHASE I ENVIRONMENTAL SITE ASSESSMENT PROCESS USER QUESTIONNAIRE (page 1 of 2) INTRODUCTION In order to qualify for one of the Landowner Liability Protection (LLPs) offered by the Small Business Liability Relief and Brownfields Revitalization Act of 2001 (the "Brownfields Amendments"),the user must conduct the following inquiries required in 40 CFR 312.25, 312.28, 312.29, 312.30, and 312.31. These inquiries must also be conducted by EPA Brownfield Assessment and Characterization grantees. The user should provide the following information to the environmental professional. Failure to conduct these inquiries could result in a determination that"all appropriate inquiries"is not complete. (1.) Environmental liens that are filed or recorded against the property (40 CFR 312.25). Did a search of recorded land title records (or judicial records where appropriate (see note 1 below)) identify any environmental liens filed or recorded against the property under federal, tribal,state,or local law?If so,please provide information to environmental professional. Note 1--- In certain jurisdictions, federal, tribal, state, or local statutes, or regulations specify that environmental liens and AULs be filed in judicial records rather than in land title records. In such cases judicial records must be searched for environmental liens and AULs. (2.) Activity and use limitations that are in place on the property or that have been filed or recorded against the property(40CFR 312.26(a)(1)(v)and (vi)). Did a search of recorded land title records (or judicial records where appropriate, see note 1 above) identify any AULs, such as engineering controls, land use restrictions or institutional controls that are in place at the property or have been filed or recorded against the property under federal, tribal, state, or local law? If so please provide information to the environmental professional. (3.) Specialized knowledge or experience of the person seeking to qualify for the LLP (40 CFR 312.28). Do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business? If so provide information to the environmental professional. ASTM E1527-13 STANDARD PRACTICE FOR ENVIRONMENTAL SITE ASSESSMENTS: PHASE I ENVIRONMENTAL SITE ASSESSMENT PROCESS USER QUESTIONNAIRE(page 2 of 2) (4.) Relationship of the purchase price to the fair market value of the property if it were not contaminated (40 CFR 312.29). Does the purchase price being paid for this property reasonably reflect the fair market value of the property? If you conclude that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the property [Not applicable to your property at this time since you are not buying the property]? Please provide this information to the environmental professional. (5.)Commonly known or reasonably ascertainable information about the property (40 CFR 312.30). Are you aware of commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of release or threatened releases? For example, (a.) Do you know the past uses of the property? (b.)Do you know of specific chemicals that are present or once were present at the property? (c.)Do you know of spills or other chemical releases that have taken place at the property? (d.)Do you know of any environmental cleanups that have taken place at the property? If so please provide this information to the environmental professional. (6.) The degree of obviousness of the presence or likely presence of contamination at the property, and the ability to detect the contamination by the appropriate investigation (40 CFR 312.31). Based on your knowledge and experience related to the property are there any obvious indicators that point to the presence or likely presence of releases at the property? If so, please provide this information to the environmental professional. AVILES ENGINEERING CORPORATION Phase I Environmental Site Assessment New Mykawa-Scott Lift Station, Pearland, Texas Proposal No. E16-03-01 Cost Proposal Based on Information Currently Provided Task Description Units Unit Rate Cost 1. Site Recon & Geologist 8 82 656.00 Interviews 2. Environmental Geologist 10 82 820.00 Data, Records, and Maps Review 3. Historical Review Geologist 8 82 656.00 4. Prepare Report Sr. PM 1 110 110.00 Geologist 20 82 1,640.00 Admin Assist 4 45 180 00 Draftsman 4 45 180.00 TOTAL LABOR 55 4.242.00 Expenses Radius/Corridor Report &Aerial Photos 1 339.55 339.55 Historical Topos 1 64.95 64.95 Oil & Gas (if needed) 1 178.61 178.61 TOTAL EXPENSES 583.11 'TOTAL COSTS j 4,825.11 A L ENGINEERING CORP. ENVIRONMENTAL SERVICES TERMS AND CONDITIONS STANDARD OF CARE The CLIENT should expect AVILES ENGINEERING to perform Services under this PROPOSAUAGREEMENT in a manner consistent with the level of care and skill ordinarily exercised in the Environmental Services Profession contemporaneously under similar conditions in the locality of the project. No other warranty,expressed or implied,is made. SCOPE OF SERVICES The CLIENT will develop a scope of service based on the project information. AVILES ENGINEERING shall not be responsible for problems arising due to insufficient or invalid project or other relevant information. In the event the CLIENT or his representative orders work described in this PROPOSAUAGREEMENT, that action shall constitute the CLIENT's acceptance of this PROPOSAUAGREEMENT and its terms and conditions. SITE AND SITE CONDITIONS The CLIENT will grant or obtain free access to the site for all equipment and personnel necessary for AVILES ENGINEERING to perform the services described in this PROPOSAL/AGREEMENT. The CLIENT will notify AVILES ENGINEERING of any known toxic and/or hazardous materials on site and shall assume responsibility for the cost of occurrences due to unknown toxic and/or hazardous materials on site. BILLING AND PAYMENT The CLIENT will pay AVILES ENGINEERING for the work performed at the unit fees and/or lump sum shown in the PROPOSAUAGREEMENT. Invoices will be submitted to the CLIENT, and will be due and payable within thirty(30)days of the invoice date. CLIENT will pay an additional charge of 1.5 percent per month on any delinquent amount, and agrees to pay attorney's fees and/or other costs involved in any required collection activity. LIMITATION OF LIABILITY/INDEMNIFICATION If at any time, there shall be or arise any liability on the part of AVILES ENGINEERING by virtue of this agreement or because of the relation hereby established, whether due to the negligence of AVILES ENGINEERING (including gross negligence)or otherwise, such liability is and shall be limited in amount to the fee charged by AVILES ENGINEERING. AVILES ENGINEERING and CLIENT agree to indemnify each other from any claims, etc., including attorney's fees and litigation costs, to the proportionate extent caused by each party's own negligence. If AVILES ENGINEERING is found to be prevalent in any third party lawsuits relating to this PROPOSAL/AGREEMENT, the CLIENT shall pay all AVILES ENGINEERING costs, including legal fees,that were incurred as a result thereof. 5790 Windfern • Houston, Texas 77041 • (713) 895-7645 • Fax (713) 895-7943 KUO10700 Richmond Ave, Suite 113 Houston,TX 77042 associatcs, Inc'. Tel: (713) 975-8769 Fax: (713) 975-0920 Consulting Engineers www.kuoassociates.com & Surveyors April 6, 2016 Dedra A. Ecklund, PE 5engineering, LLC 3535 Briarpark Drive, Suite 210 Houston, TX 77042 Re: Mykawa Road, City of Pearland Topographic Surveying—Phase 1 (Preliminary Engineering) Dear Dedra: Kuo &Associates, Inc. is pleased to submit this proposal to perform limited topographic survey services for Phase 1 (Preliminary Engineering)for the above referenced project. The scope of work and fee will be as follows: SCOPE OF WORK Limited topographic survey will be done to facilitate preliminary engineering design. In general the scope for survey will be including the following tasks: 1. Horizontal and vertical controls will be established and tied to the Texas State Plane Coordinate System, South Central Zone NAD 83 and datum NAVD 88. 2. Limited cross sections will be surveyed (more or less at 500'c-c)along Mykawa, Shank, Orange and Hatfield Road for the limit as shown in the attached exhibit to delineate outline of edge of the roadways. Detail topo survey is beyond the scope of this proposal 3. Survey three lift stations located at Mykawa-Scott, Mykawa-Shank and Mykawa-Orange intersections. Survey manholes/wet wells, slabs, fences, etc. 4. Survey channel cross sections at upstream face and downstream face of the bridges and one cross section 50' upstream and 50'downstream of the bridge. 5. Survey manholes as marked on the attached exhibit and invert the same for flow line and size information of the pipes 6. Locate force main, gravity sewer and water line within the easements as marked in the attached exhibit. Level B SUE survey may be necessary to find horizontal locations of the said lines 7. Search for ROW monuments and survey found ones 8. Perform limited research on delineation of right of way line of Mykawa, Shank, Orange & Hatfield Streets and existing easements as marked on the attached exhibit. 9. Prepare a plan drawing with information obtained from limited survey and research Limited brush clearing will be required to perform Level B SUE survey for finding utilities within the said easement, not to exceed cash allowances are estimated for limited brush clearing and Level B SUE survey. To our understanding he following are excluded from the scope of this proposal • Boundary level survey for determining of right of way of the street • Any Level A SUE category survey(It requires to survey depth of the lines) • Any detail survey of topo and utility features unless marked on the attached exhibit • Inverting any manholes unless marked on the attached exhibit April 6, 2016 Proposal for Survey Page No. 2 FEE AND SCHEDULE: A lump sum fee for limited topo survey and plan preparation is estimated as $27,850.00. In addition to the above fee, following not to exceed cash allowances are budgeted for limited brush clearing and Level B SUE work within the said easement to survey all existing utilities within the corridor: Item Cash Allowance Brush Clearing $1,815.00 Level B SUE Survey $6,235.00 Total Cash Allowance $8,050.00 See detail breakdown in the attached pages We estimate to complete the above work in 45 calendar days upon your authorization to proceed. We appreciate this opportunity to submit this proposal. If you need further information, please do not hesitate to contact me. Sincerely, SAcJAelun Gkin..04,kum_ Shaheen Chowdhury, P.E., R.P.L.S. President April 6, 2016 Proposal for Survey Page No. 3 Level of Efforts-Phase 1 Survey Principal RPLS SIT CADD Crew Hrs Cost Survey Tasks sub tasks Total $180.00 $130.00 $75.00 $75.00 $145.00 Set survey controls 1 4 5 $655.00 Tie to benchmark 1 2 3 $365.00 Survey Controls Horizontal control 1 2 4 7 $860.00 work Vertical control work 1 2 24 27 $3,760.00 $5,640.00 Road outline survey 32 32 $4,640.00 Lift Stations survey 2 8 10 $500.00 Limited Topo Channel cross Survey sections survey 4 4 $580.00 Manhole inverts 2 8 10 $1,310.00 QC/QA 8 $1,040.00 $8,070.00 Limited Abstracting $1,500.00 Limited ROW research for scope of topo 8 24 4 36 $3,140.00 survey Search for ROW 4 16 20 $2,620.00 monuments Plan Drawing Delineation of ROW along roads and 8 24 12 44 $3,740.00 easements Preparation of plan 4 24 28 $2,100.00 drawing QC/QA 8 8 $1,040.00 $14,140.00 Total $27,850.00 Cash Allowances Principal RPLS SIT CADD Crew Hrs Cost sub tasks Total $180.00 $130.00 $75.00 $75.00 $145.00 Limited brush clearing for SUE survey on 1 12 13 $1,815.00 $1,815.00 force main in SUE survey at 4 locations to determine location of force $5,000.00 mains(estimated 2 days of work) Survey SUE findings 1 8 9 $1,235.00 $6,235.00 Total $8,050.00 Y 47.02 r, Legend c �t`; .1 l4131a5 o n9-06 AM 17.,494.5• s 10 _ 6v 9 ,s O - \ ry ' 1, •MY 712 S00040 . 1e26 I KOl rM 0,, tAT .2, M4 K4 ,V t ` C 7 J{T 41.14 *71 N� � �� 4.74 .n r . -FMCIMmrn o L J1 F M.29b� • K1]12 4.41 EO9?MP1'lt p11Uk}l1 K, «.7 2] r.0 a.,e: KT! KN to 0.n/1 o OA, NM t It ',Me.�1. UIIL! FM-061 PT o.N 8n.µ*Si ravrit wn.s ,,.f a.AyK K., A1ME,qin Pt' 1, t > .]A] r.0 4732 a.•« AO �. J (FOm y 0 vyGl(1 'S .us:s ...Cr .N 8 «./i Af rA M.« .1A9 4.11 «.'!. N.N r.lt_ AA 4lr �,t ti ,�1 �y lR' « '=8• «.12 KN « 1, txti ryyKti Pts ♦ 1_//]]� .,..,.:>"' .fieF.:ii ata)thstaxe,Ku «Al nq�Q0°1'1'�1! re up � ..070.47 .a 41. N N (9�N'S ��.ryU.Iv;_soR•.��g�e�i�W� :,..s 22 I2.04 11 1>01 1-3; 1 { 4e> 1]2 90.4 y96 4183 a] 4 1 s -11 5¢n 47.04 r e 41 ----14' 81.78 � v "." 71412 it m HI101-01-00 - 0� 342 N.« K4*In 0, 4in •-lts 0. Nr 0 ,,IE.4 4.4 4 1 Ns �c' KN ✓ ; \R 4.4 8 q.4] Y4.t, c �4 77 0.74 012 *13 18 �oy99 .-,-, • N.96 4332 A] 12 4..., b v>. C q'4"K 11'«.49 .4.1)8 4.4 d 4.16 y'y 4 °° I+ 4.� NC 'l� I` 43.428 4]2' 14.91 S 4.N I• ..4 1 0.93 /'41 7)ay.'srtf,"6- OK ' 044 ....--....-.. 0 n an' •_..!-_-Is 1 ' ". . : -CM.- k, • • .,,,, ma 8 a o.0".-' UM '04 ,,...1.44 ,:. • 77,' 44 91 1 144-.. . . 4...74• N,i,.,.0..2p 2,4:7477 6 7",49•,(,16 9,' ' '."'•. 'A 1 ° 4a 0 11. 4"1 2 •p,IM i 40:.,4.c- ..i 1 2 a 40.4 iv r 00 . E ....s- a•61.34" 8 .8 ... 4 a_ 1 m a > ___,.... . .... - aa„ 047 61%.8 44e 02 44. '" • 44.4i 49.34 b ass 4 NI,. 47.41 ' '.4 ii.44. .a. 6 I 1 0 J2 °A. 7'. ' I! QV 022 49 0 0 34 66,66,..I . 4774 10.96 0.42 TO. 4se ---' '.8 47.14 166 ,y, 0 A42.0 00 . 6 ,■■• WAS 44.41 ,-,-,•.1. ‘,.c,„.., ...• a 44 14 ,,,,, 1 11 '4124 V.". 22 E 4837 . IS ,r . :7 0,'. 44 042 OA 47.7 ' 4'..r 4762.," . 45.15 u..7111,.3.011.:1„8,1011:09,1:13.: 4_......."22.26......,7 1,7. MI'4 3\30 ats - .1.--- . 4827 4762 ,..44 7 64.10, 4119 ',' 0. 143 a le 0 44311 8 46.77 .2 \ ..:I:,,...s,ta 42 ,.... 47.71 ass.k." 427 ; a.n 47.61 / 44. 4829 47.71 32.16 079 0 74 0.0 __ , -. .■ 0 . Si "s'.4 . t,` !,. • 5" „'; .•4.1,, 02179 .1 0.81 :, . 0. .' 4,...,At*t ism 04 , 041 06 7 ' ' '.. *100- ass . 1 a i 042 . 0.31 4717 0.1349. am 21 a:.'7 asas a3 a. •s„........5.2A 12.„pm 18 017 .4734" 41, 47.74 7 4524 4744 r 0.78 47.34 044 0.04 4764 12 01 23 . rrIss , 0.0 „..,. 47 21 46 84 ....um 10■/ ._.,,_7.._146: ,-. .... ”,4142 47. 01 44-44 90.0 . • -6 .. to.- -1---TWITATrie•'" - '. - • 47.34440A 17 TA j1114 44.47 1 8 411.74 _ "476 s . a" ...441. 5•14-4*'. ,%.,2 'Lit., .. ,,,„,...,;„ „,z , , I..: , ,A ,L, 0.74 .47.71 4AT ..go IOW ,,. 31 10.41 8 'i. 8 SO 74 ... .t a.,"-■1"------..----....„4.1.eta."- 11,VI a is: smni ., „.._,,, ... t4._._.....,.....&3823 42. '''''''' 68,7.:4.6.1:'''' C.74 7'. 0.6 .. .r“." " "...a."a":44.7,,,,,,..4°....14--,84".3 ...;20 10.46 04 6 .4604 42A 8 _.., ..... .e., " ,0492 44.77 49.77 1:94.4.3 47S4 028 - f 0.71 0 4746 : . .. ..a na ./..5.55.1,.. 5. 1--is'---54•'''' •., :man an . 0 47, 8 8 47 17 8 a.Ts .1 !616-3.5. 8 ‘•,8 019 6 0.7 :56 a-- 8' 44 09 .0001 47.74 0.02 1628".' 069 MU 8 soar -.--•• am 420 1 49.97 . 0.7.,.?' 8 S." 1 lLt74.0' V.43,• :"").4734 .'"'"' 42'7 402441k"9 -47.4IU,, as 76 I :, , 1. 8 :B. 0 °-.0 .17.1 • i'' ''422-Tsr. ‘t-,-?5:•1-,' a..570".14 esas 0.0 , 47 24 8 4.37 1 1:9. ii. .. ...., ., 0 4 0 9 401 ; a o 41 a 0 21 0 4.224,.....44.72 0:. MA113-02-00 o ea A 8 4062 vel°41° 1 I ' ."..' •"",:,8„..`18- 4 43...4.. '... , • 6^,'.--e-VGGSrInternIr ..,•, . P Corp NRGOT4 a,METI.Esn ma 21-a72 an 4„. 43 '•mna •51 Kan),•sr:(That:ancI)TomTom.Mapm5146- ,OpenSo--Ma conoMatoss.and Me GIS 8•43,1 44.11■4623.30,61 .1 0• - 00101=0M I ago 47.114 47.0 .,.......d„„i USer COrnrsh.mry 47A IEcIF.JC 10700 Richmond Ave, Suite 113 Houston,TX 77042 & associates, Inc. Tel: (713)975-8769 Fax: (713)975-0920 Consulting Engineers www.kuoassociates.com & Surveyors April 6, 2016 Dedra A. Ecklund, PE 5engineering, LLC 3535 Briarpark Drive, Suite 210 Houston, TX 77042 Re: Mykawa Road, City of Pearland Topographic Surveying—Phase 2 Design Dear Dedra: Kuo&Associates, Inc. is pleased to submit this proposal to perform topographic survey services for Phase 2 design for the above referenced project. The scope of work and fee will be as follows: SCOPE OF WORK Survey will be done along the following category of streets/corridors (as well shown in the attached exhibit): Category Street From To Major Minor Easements Street(LF) Street(LF) (LF) Mykawa Scott Shank 3,900 Major Streets Mykawa Orange Cherry 2,150 Orange Goodrich/Woody Hatfield 2,300 Shank Mykawa Easement-3 2050 Minor Streets Country Hatfield Orange Meadows 1150 Easement-1 Mykawa Easement-2 2800 Off Road Easement-2 Easement-1 Alice 1500 Easement-3 Shank Orange 1500_ Total 8,350 3,200 5,800 Survey shall conform to all requirements of City of Pearland as applicable. In general the scope for survey will be including the following tasks: 1. Horizontal and vertical controls will be established and tied to the Texas State Plane Coordinate System,South Central Zone NAD 83 and datum NAVD 88. 2. Cross sections will be surveyed at every 100 feet interval along the project route(streets right-of-way and existing/proposed easement corridors). 3. All planimetric features will be surveyed along the project route. The survey will be extended on all sides of street intersections at least 20'beyond ER, unless otherwise warranted for your design. All individual trees of 4"or larger in caliper size will be surveyed;however,detail tree survey within wooded area is beyond the scope of this proposal. 4. All visible existing utilities(i.e. manholes,culverts,power poles,etc.)along the project route and pipe size and flow line measure downs in the manholes, inlets and water valves(that can be opened)will be obtained. 5. Texas one-call system will be notified and pipeline companies will be contacted to probe and mark their pipeline(if any)locations to be tied to the survey. 6. Plan view drawings will be prepared containing all topographic information and visible utility features according to the COH standards in Microstation format. April 6, 2016 Proposal for Survey Page No. 2 7. Signed and sealed field books containing notes as well as ASCII files of point numbers,coordinates, and descriptions will be provided. 8. Survey Control Map: Prepare a survey control map with signed and sealed by a Registered Professional Land Surveyor 9. Borehole Survey: Boreholes will be surveyed and included in the plan drawing. A table on borehole information will be provided for geotechnical report. ROW delineation and Lift Station survey information will be obtained from Phase-1 survey. Brush clearing will be required to survey along the easement corridor and as well permit and additional insurance may be necessary to access BNSF Rail Road Right of way, not to exceed cash allowances are estimated for these tasks. To our understanding the following are excluded from the scope of this proposal • Boundary level survey for determining right of way of the street • Any Level A and B SUE category survey • Detail tree survey within wooded area • Accessing/opening electric and communication manholes • Surveying any confined space of large manhole structure(if any) • Preparation of utility plan and profile drawing FEE AND SCHEDULE: A lump sum fee for the above-described work is estimated to be as shown itemized in the table below: Item Description Quantity Rate Fee 8,350 ft of major street $4.50/ft* $37,575.00 Item 1 to 7 Topo Surveying 3,200 ft of minor street $3.50/ft* $11,200.00 _ 5,800 ft of private area $2.50/ft* $14,500.00 Item 8 Survey Control Map $2,620.00 Item 9 Borehole survey $1,610.00 Total $67,505.00 *See detail breakdown in the attached pages The following not to exceed cash allowances are budgeted for Brush Clearing to work along the easement corridor and as well to survey across BNSF RR ROW as necessary: Item Cash Allowance Brush Clearing $11,815.00 BNSF RR ROW Access $5,000.00 Total Cash Allowance $16,815.00 * See detail breakdown in the attached pages We estimate to complete the above work in 60 calendar days upon your authorization to proceed. We appreciate this opportunity to submit this proposal. If you need further information, please do not hesitate to contact me. Sincerely, Shaheen Chowdhury, P.E., R.P.L.S. President April 6, 2016 Proposal for Survey Page No. 3 Major Street 8350 LF Level of Efforts for Major Roads Principal RPLS SIT CADD Crew Hrs Cost Survey Tasks sub tasks Total $180.00 $130.00 $75.00 $75.00 $145.00 Survey Controls Recovery of controls 4 8 16 28 $3,440.00 $3,440.00 Topo Survey One Call coordination 4 4 $300.00 Surveying roadway 8 72 160 232 $28,600.00 topo features Manhole inverts 4 24 28 $3,780.00 QA/QC 8 8 $1,040.00 $33,720.00 Project Management Proj Management 4 $520.00 $520.00 Total $37,680.00 Cost per LF $4.51 say$4.50/LF Minor Street(side streets) 3200 LF Level of Efforts-Minor Street Principal RPLS SIT CADD Crew Hrs Cost Survey Tasks sub tasks Total $180.00 $130.00 $75.00 $75.00 $145.00 Survey Controls Setting controls 1 4 5 $655.00 Horizontal control work 1 4 5 $655.00 Vertical control work 1 8 9 $1,235.00 $2,545.00 Topo Survey One Call Coordination 1 1 $75.00 Surveying roadway& 24 44 68 $8,180.00 topo features Manhole inverts 1 4 5 $655.00 QC/QA 0 $0.00 $8,910.00 Total $11,455.00 Cost per $3.58 LF say$3.50/LF Easement Corridors 5800 LF Level of Efforts- Easement Corridors Principal RPLS SIT CADD Crew Hrs Cost Survey Tasks sub tasks Total $180.00 $130.00 $75.00 $75.00 $145.00 Survey Controls Setting controls 1 4 5 $655.00 Horizontal control work 1 4 5 $655.00 Vertical control work 1 12 13 $1,815.00 $3,125.00 Topo Survey One Call Coordination 0 $0.00 Surveying roadway& 20 64 84 $10,780.00 topo features QC/QA 4 4 $520.00 $11,300.00 Total $14,425.00 Cost per $2.49 LF say$2.50/LF April 6, 2016 Proposal for Survey Page No. 4 Level of Efforts for Survey Control Maps Principal RPLS SIT CADD Crew Hrs Cost Survey Tasks sub tasks Total $180.00 $130.00 $75.00 $75.00 $145.00 Survey Control Preparing Survey 4 12 16 32 $2,620.00 $2,620.00 Map control map Level of Efforts for Borehole Survey Principal RPLS SIT CADD Crew Hrs Cost Survey Tasks sub tasks Total $180.00 $130.00 $75.00 $75.00 $145.00 Borehole Survey Borehole Survey 2 4 8 14 $1,610.00 $1,610.00 CASH ALLOWANCES Level of Efforts for Brush Clearing(5000') Principal RPLS SIT CADD Crew Hrs Cost Survey Tasks sub tasks Total $180.00 $130.00 $75.00 $75.00 $145.00 Brush Clearing Establish stakes 1 12 13 $1,815.00 Brush Clearing 0 $10,000.00 $11,815.00 Level of Efforts for RR Crossing Principal RPLS SIT CADD Crew Hrs Cost Survey Tasks sub tasks Total $180.00 $130.00 $75.00 $75.00 $145.00 RR Crossing permit 0 $1,000.00 Additional Insurance 0 $4,000.00 $5,000.00 �' ` Easement 1 '�4,: Legend� fe° , j ` ' 4` sue "r8 ,1 , • t f '�LAblatlMe A iir,• rye It- r .. . ..tC.. ,4,11' ) —9nam • 1 "i 9 ' - (.M1' •t e�'('�H • TP F.7 — �[ Easement-2 +..1 • ,j• a t l. ... I' . FvtelliBm ' ..,•.•.•••.•irt.f.,,. . LIMIT OF SURVEY � ' re'i =a 78.�Y .Mykawa Y. ( I- , It 11041e...._ '0 - Lir,.. talk © �: 'asement-3 a !!,A•,l�—l�° * , �'#r "` j '� s, `��` 1 : '° t lq o.-�1 - fi-UK— 4111P{il--r-s, ' :-,-is IPI:agicli;Ifiapalili ‘\',.. . ,.. 12 Ill H .iiiii .• s.q. .. ,i ,.. .., 443, It z Ili . ,. ar. " ',' `. t'+ t - �. i I Y :°' '‘.\-., ' 4' •. cot.* Limit of Survey 4' i i Limit of Survey i ® ` , 2/2' . # ' 1.. , p t � T, . ,. 01 of IP .1 Orange ; o 0... z'`i i ■ '� 0 f jj 1 ! Or d 8- y• - r ..' :FL. „......,a r;f:-. -7 7.., --:-- %.; , -- alio- ....,- -'. ' .1-0-.. .-.. ,:' .-1 ilk it) Y O . 4 20 8- { s^T i._.z_ r.. �1. _4. e. k _ i.e. ..rl,,;;,,,, r.- - : .t di -_ qr•L'"" 1 ,1 I mo! .1 .�. ^ 4' 0 :i3 � ^ 743:4 e C,-. t;. i o • u. • 1 f. .w ' 8r ,. 0 00 ' �' _,..4..,m..1.4-3-01-00 0 .°? 10'-01' 0 _ r , +93- '?-- 0 •.. bFij .4.,,7;< -4N,Ai+•.� j. (A11.i7;9GYC•■-P( KUO10700 Richmond Ave, Suite 113 Houston,TX 77042 & associates, IIIC. Tel: (713) 975-8769 Fax: (713) 975-0920 Consulting Engineers www.kuoassociates.com & Surveyors April 6, 2016 Dedra A. Ecklund, PE 5engineering, LLC 3535 Briarpark Drive, Suite 210 Houston, TX 77042 Re: Mykawa Road, City of Pearland Boundary Surveying for Easement/ROW Parcel Dear Dedra: Kuo&Associates, Inc. is pleased to submit this proposal to perform boundary surveying services for the above referenced project for preparing survey plats and metes and bound descriptions for easement parcel for the above referenced project. The scope of work and fee will be as follows: SCOPE OF WORK Boundary survey will be performed for preparing plats and metes and bounds description for acquiring land for easement for proposed improvements under the scope of above referenced project. Survey will comply with Category 1A, Condition 2 survey of the latest TSPS Manual and City of Pearland survey requirements as applicable/feasible. Horizontal and vertical controls will be established and tied to the Texas State Plane Coordinate System, South Central Zone NAD 83 (CORS 96)and datum NAVD 88. In conformance, the scope of work will include the following: • Verification of surveyed information on the parcel area as necessary to reflect latest condition • Searching and surveying monuments for property boundary • Abstracting and deed research • Preparing plat map drawing for each parcel • Preparing metes and bound description for the parcel • Map check closure for the parcel • Setting the parcel on the ground as appropriate The deliverables will be signed and sealed easement plat,field notes and supporting last deed of record for each parcel. It is our understanding that your office will be assisting in obtaining right-of-entry as needed to work within the areas of private properties. FEE& SCHEDULE: Fee is estimated a lump sum amount of $4,000.00 per parcel. See attached table for details on level of efforts. It is our understanding that your office will determine locations and number of parcels needed for this project. Sincerely, Shaheen Chowdhury, P.E., R.P.L.S. President April 6,2016 Page 2 Easement Survey Typical Level of Efforts for Each Parcel Survey ITEM Principal RPLS SIT CADD Crew Hrs Cost $180.00 $125.00 $90.00 $70.00 $134.00 Establish/recovery of survey controls 1 1 $134.00 Field survey work 3 3 $402.00 Abstracting $300.00 Deed research 3 8 $1,095.00 Easement plat 1 4 8 13 $1,045.00 Easement metes and bounds 1 2 3 $305.00 Easement set in the ground 1 3 4 $492.00 QA/QC 2 2 $250.00 Proj. Management 0 $0.00 Total Cost $4,023.00 say,$4,000/Each . n. cI ► i �- Easement-1 l►gmd y, i ey4 *•LtlYaeoes } `• . 444444 '';f;: —Stream ` --0, Easement-2 • • t ,.�1 7 1 f?'t :1.- fi n' ., i f oAs D4 f o�� _.. ,: ...._r. rte.- a0; =rte jX • LIMIT OF SURVEY . - -,...;.1L‘ •e 3: Mykawa .e 1111414L - . ' .*.-' - ' - hil Ur.-- er, ( .,, ., .;...,,..,t4 . . .,. t.14*1',, OK ...1....... Aril••••'0, A . ,„ , ... . NI Easement-3 }, 064 0' ,...a....4 - titig:w.:..... - .„.4 ...06.. :.•. ' '.%.- . ''' ��try AO"cu6 Y.M�^ +.: �- �� +.. •1• �•� t �antI �i] 13 ,J �►:. 1 S ,4t I _ t ,T• 11 Cori. 'Limit of Survey Limit of Survey �t •...«,.' ,IrM M1•cat,,, M H ;;. °.r +t.` 2"2 •I 1' IJ .7 ►f., `. f �. ' 4 r-. .. .off - ,. 3 _ ' of 4 td'�"_r 1 ` ' 'i • . •.o.. >,'r Orange of d ':;;1 1 , ..0 sr . 1 10x0 fi4 r > : • r`p, 't ,I C+O . -at ru 'r .) p• 0" } " 'l'• LL�•S 0 �T y 4."*;' f �y C O �. if .l• _ j 2U.H', _ irr r t`f(i 7 w`,,4 0. „...-f,, _ ,. . C. f.,i.. ' . v!. O , • .,a I 'y y' ,, �. -4'1- I w . ._ qtr.... 1 �.�1�. . fa } ? o [ '1 t .y , -4,,_ 4 t- .., i! t?�ta 1.3.01-00'r Ct.r.,x+'d°�P.e/B¢Ih:4. r r KUO10700 Richmond Ave, Suite 113 Houston, TX 77042 & associates, Inc. Tel: (713)975-8769 Fax: (713) 975-0920 Consulting Engineers www.kuoassociates.com & Surveyors April 6, 2016 Dedra A. Ecklund, PE 5engineering, LLC 3535 Briarpark Drive, Suite 210 Houston, TX 77042 Re: Mykawa Road, City of Pearland Base map for Plan and Profile Dear Dedra: Kuo &Associates, Inc. is pleased to submit this proposal to perform CAD services for preparing plan and profile view for the streets listed in the attached Table and Exhibit for the above referenced project. The scope of work and fee will be as follows: SCOPE OF WORK We will be performing the following tasks under the scope: • Coordinate with private utility companies, pipeline companies and City of Pearland for record drawings • Perform utility research and delineation of underground utility lines from available record drawing and surveyed information • Prepare plan drawing for existing utilities • Prepare profile for ground lines corresponding to the center line of the street, center line of the ditch/curb lines,right-of-way lines • Prepare profile view of existing utilities from available record and field information The deliverable will be as AutoCAD drawing for each street within the scope of the project. FEE &SCHEDULE: The fee for the above-described work will be$15,460.00 as shown itemized in the attached table. We anticipate completing the work within 60 days upon receiving notice to proceed. We appreciate this opportunity to submit this proposal. If you need further information, please do not hesitate to contact me. Regards, U Shaheen Chowdhury, P.E., R.P.L.S. President April 6, 2016 Proposal for CAD service Page No. 2 TABLE: STREETS WITHIN THE SCOPE Major Minor Off Road Category Street From To Street Street (LF) (LF) (LF) Mykawa Scott Shank 3,900 Major Streets Mykawa Orange Cherry 2,150 Orange Goodrich/Woody Hatfield 2,300 Shank Mykawa Easement-3 2050 Minor Streets Hatfield Orange Country Meadows 1150 Easement-1 Mykawa Easement-2 2800 Off Road Easement-2 Easement-1 Alice 1500 Easement-3 Shank Orange 1500 Total 8,350 3,200 5,800 TABLE: LEVEL OF EFFORTS Level of Efforts for Preparing Plan&Profile Drawing Tasks Sub tasks RPLS SIT CADD Hrs Total Total $120.00 $75.00 $70.00 Plan& Profile 16 16 $1,200.00 Utility coordination and research delineation of public and private 80 80 $5,600.00 utility lines on the plan view Ground profiles at center line of 24 24 $1,680.00 the ditch/curb,center line and right-of-way lines of road Delineation of utiltiy lines in the 80 80 $5,600.00 profile view QA/QC 4 12 16 $1,380.00 Project Management 0 $0.00 Total $15,460.00 i ir r,._..• -f 4. .,r o- ' :. ''5 aai S 'c_° RRs i} • __ ttt '� • ' Easement-1 .4, _ t' ", *venoms ' ' - r;li= i ir -,`.1 • '.....i, " i I : •, — +1«. Easement-2 LIMIT OF SURVEY %! ' 1 -. ' . SUM - E' Mykawa $ w ---\ ..- -1 ' . i . tilli -- '' • 1 1 1 1 _.... I!I IL / Irl i ( ;i La- ^4s' t• x' 1•.• I '{+1 1 '1• ice' ,t —.1 Easement-3 ;-4. r. ` `. 17 .y 0j .- CI ; M1! 1 Nµ �p 04'6 ...tea' !� _ 4"� ,k Fir. - . ie= . •-- .Ki 1k 1* ��AJ1 6� _ ! • R ' ia'aI�t1Ii w iii . 11,1 ;I, ,��a,f.` 1' f.t .:: -I CO _ Limit of Survey If stgi*VIrr Limit of Survey ,41.' �..� `.ot""'Si a' + . r ® 2/2 Orange x Q - �,'4 4 ipir,. ...f:. T 7a ' ' t'. • i•t., . ;3 t• I:' '..ext---. - t„, • A ,..•idta. ' ' - �,..��-�- t. cr cl. 1 . 0 - .., _ . - , i . I. - r- . .. i . it, ._ . _ -, .. • ,-,,• ........,,, .--,,. I fit ¢•`.e6 ''t' ` ' 7°. .tt. Q VI Via:. \'.r,: S 1 '! ' ""� ¢ "'..� � �-r -- T^ � . MA11.3-02-00 y•1 r3-oi-o 0p ° _•i i-_... --v,.,w..s., . 0 J 7( Yw•2. ,K it.„..-[.;.Q*.t.E:!.,,t .`p!-O i Y lid