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Resolution - 2023-R0383 - Amendment No. 7, Contract 15310 With Parkhill - 08/08/2023
Resolution No. 2023-R0383 Item No. 7.15 August 8, 2023 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Amendment No. 7 to that certain Professional Services Agreement for a preliminary engineering report in connection with the TWY L Extension, Taxilane Addition, and Apron Expansion Project at the Lubbock Preston Smith International Airport, by and between the City of Lubbock and Parkhill, and related documents. Said Amendment is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. A�'PROVED AS TO CONTENT: Kelly Ca pbel� 1, Executive Director of Aviation APPROV -' 'O FORM: itch t ite, Pi st Assistant City Attorney ccdocsII1RES.Amend7-Parkhill July 20, 2023 Passed by the City Council on August 8, 2023 Resolution No. 2023-R0383 Parkhill � April 18, 2023 Ms. Kelly Campbell, A.A.E.; Executive Director of Aviation Lubbock Preston Smith International Airport Administration Office, 2"d Floor 5401 North Martin Luther King Jr. Blvd Unit 389 Lubbock Texas 79403 Re: LBB TWY L Extension, Taxilane Addition, and Apron Expansion Fee Proposal for Preliminary Engineering Report (Amendment 7)-REV1 Dear Ms. Campbell: Parkhill is thrilled about the opportuniry to assist Lubbock Preston Smith International Airport (LBB) with a Preliminary Engineering Report (PER) for the TWY L Extension, Taxilane Addition, and Apron Expansion Project. This revision addresses comments received during the IFE process. Project scope includes: - Extending TWY L to the north end of RWY 17R-35L, including two taxiway connections aligning with TWY M and TWY T on the east side of the RWY. - Adding a new taxilane along the east edge of the Cargo Ramp. - Realigning TWYs S and V between TWY L and the Cargo Ramp to remove direct access points to the RWY. - Expanding the Cargo Ramp to the north to accommodate additional aircraft parking. - Evaluating reconstruction or rehabilitation of TWYs M and T on the east side of the RWY within the Runway Safety Area. This letter serves as Amendment 7 to the Parkhill Agreement for Professional Services. Parkhill and RS&H, Inc. will co-lead a PER to explore existing conditions, drainage requirements, pavement geometry alternatives, pavement section alternatives, existing and proposed airfield lighting requirements, impact to FAA-owned NAVAIDS and utility infrastructure, and other factors that might influence the Project. The PER will also include a recommendation of improvements including associated phasing, construction duration, and an Opinion of Probable Cost. Refer to attached exhibit for anticipated Project footprint. Based on aforementioned information, Parkhill proposes the following scope of work: 1. TASK 1, Preliminary Engineering Report (PER) Services (by Parkhill). Parkhill will undertake a PER in accordance with FAA AC 150/5100-14E Section 1.4.2.1 to fully evaluate Project conditions and scope. Parkhill will: i. Task 1.1: Perform all Project Management tasks as needed to coordinate the effort of the entire team. Refer to specific tasks included in detailed fee sheet. ii. Task 12: Conduct all Project meetings, including kickoff, design developmenUcoordination, DRAFT PER review, and FINAL PER review. Parkhill will prepare agenda and issue meeting minutes. This task also includes a visual site inspection. Refer to specific tasks included in detailed fee sheet. iii. Task 1.3: Coordinate with all subconsultants to ensure combined effort meets intended objectives, while also managing the effort according to master Project schedule. Refer to specific tasks included in detailed fee sheet. iv. Task 1.4: Share/compare technical investigation/analysis responsibilities with RS&H. Parkhill will gather record drawings for review, compile key design criteria, perform 3D modeling of proposed pavement surfaces, perform a drainage analysis for the site and recommend drainage improvements, and develop alternatives for addressing utilities impacted by pavement expansion. Refer to specific tasks included in detailed fee sheet. � Kelly Campbell LBB TWY L Page 2 � April 18, 2023 v. Task 1.5: Compile PER document, incorporating narrative and exhibits from entire design team. Refer to specific tasks included in detailed fee sheet. vi. Task 1.6: Prepare exhibits for inclusion in the PER. Exhibits will address, at minimum, pavement geometry, conceptual grading, drainage, and utility adjustments. Refer to specific tasks included in detailed fee sheet. vii. Task 1.7: Prepare and maintain a master design schedule. Refer to specific tasks included in detailed fee sheet. viii. Task 1.8: Assist with internal quality control, including PER document review. Refer to specific tasks included in detailed fee sheet. 2. TASK 2, Preliminary Design Services. To be included in future amendment once Project scope is fully defined. 3. TASK 3, Final Design Services. To be included in future amendment once Project scope is fully defined. 4. TASK 4, Bidding Phase Services. To be included in future amendment once Project scope is fully defined. 5. TASK 5, Construction Administration Services. To be included in futu�e amendment once Project scope is fully defined. 6. TASK 6, Resident Project Representative Services. To be included in future amendment once Project scope is fully defined. 7. TASK 7, Closeout Phase Services. To be included in future amendment once Project scope is fully defined. 8. TASK 8, Subconsultant Services for Design (by subconsultants). Services include all work by Parkhill subconsultants. Refer to fee sheet and scope/fee documentation from each subconsultant included herein for specifics. 9. TASK 9, Bidding Phase Services. To be included in future amendment once Project scope is fully defined. Parkhill and team will undertake PER in accordance with the following applicable Advisory Circulars (AC): - 150/5300-136 Airport Design - 150/5320-5D Airport Drainage Design - 150/5320-6G Airport Pavement Design and Evaluation - 150/5340-1 M Standards for Airport Markings - 150/5340-18G Standards for Airport Sign Systems - 150/5345-3G Panels for the Control of Airport Lighting 150/5345-7F Underground Electrical Cable for Airport Lighting Circuits - 150/5345-10H Specification for Constant Current Regulators and Regulator Monitors - 150/5345-44K Specification for Runway and Taxiway Signs - 150/5345-46E Specification for Runway and Taxiway Light Fixtures - 150/5370-2G Operational Safety on Airports During Construction - 150/5370-10H Standard Specifications for Construction of Airports Project deliverables will include PER documenting analysis, test results, observations, and other findings. PER will include a list of alternatives and Parkhill recommendation(s) supported by photos, cost data, and other key exhibits. Parkhill will provide 10 printed copies of the PER at DRAFT submittal and another 10 printed copies of the PER at FINAL submittal. Unless otherwise requested by LBB, Parkhill will develop a master design schedule that targets PER completion within 20 weeks following notice to proceed. � Kelly Campbell LBB TWY L Page 3 Exclusions to the Parkhill contract include but are not limited to: - Per- and poly-fluoroalkyl substances (PFAS) analysis and mitigation - Trench safety plan - Confined space plan - Site-specific Construction Safery Phasing Plan (CSPP) - Site-specific Construction Management Plan (CMP) - Updates to Airport Layout Plan - ADIP/AGIS services - Design Phase Services beyond PER phase - Bidding Phase Services - Construction Phase Services - Closeout Phase Services - RPR Services - Construction materials acceptance testing - Construction staking - Other construction-related services - Construction verification surveys - As-built survey - Land Acquisition services April 18, 2023 Assumptions related to Parkhill contract include: - Client (LBB) will provide current operational data (type of aircraft and number of operations) for pavement design purposes. - Client (LBB) will engage cargo carriers and other key stakeholders in discussions to help guide specific needs related to Project. - ClienYs staff (or another Consultant) is expected to complete National Environmental Policy Act (NEPA) documentation under separate contract. No NEPA documentation is included in this scope of work. - Consultant will not perform services/work related in any way to PFAS chemicals or substances possibly containing PFAS chemicals. Parkhill fee proposal for services defined herein and attached fee sheets includes: 1 PER — Preliminary Engineering Report 8SSD — Subconsultant Services for Design TOTAL � $322,000 Lump Sum $768,476 Lump Sum $1,090,476 Lump Sum We propose to modify the May 12, 2020 agreement (Contract No. 15310) between the Ciry of Lubbock and Parkhill and provide approved Task 1 PER and Task 8SSD services under provisions of Exhibit B- Payments to the Engineer, Paragraph 64.01 (Lump Sum Method) of Contract. Any necessary additional services will be provided in accordance with Exhibit B- Payments to the Engineer, Paragraph 64.02. Compensation for Task 1 PER and Task 8SSD services shall not exceed total noted without Owner's written approval. r �' Kelly Campbell Page 4 Apnl 18, 2023 LB8 TWY l It tertns are agreeable, please s gn and retum one copy ot Itvs amendmenl. Rece�pl of this signed proposal letter w�ll se�nre as our Not ce to Proceed w�th these serv�ces Piease rewew the (ee proposal and contact me duectly at mhaberer uarkhdl r nm or 806 473 3600 v+nlh questions o� concerns 7hank you again for this opponunity to prov�de Protess+onal Engineering Serwces on this importa�t LBB Pro�ect We loak iorward lo applying lhe Partchdl mission with you on th�s exciGng Project by "creadng lnventive, re/evanf bullt environments togethei." Sincerely: PARKHILL �Y I Mark O. Haberer, PE, CM PrincipaVProjecl Manager Accepted by: CITY OF LU880CK By _� T ayne nnayo► Attea �Y ouMey Paz Gry Secretary Approved as t ent: � �c Kel II, A A E. Ex Director o( AviaUon k.,Uy l�.r�pdc�� Approved as rm: 9y Mdch tlenNhit F�rsl flss ity Attomey MOWdg Encl A?i0:N05]:77�00 Ap4W�1p CONINO� flqK FEt+EYlxGampEN-Iv�l PEpRppotalli�dta c� Charles Fama. AAE, De0�1Y ��reclor Sefely & Operatrons � � D � r � D � � O D � � O Z >C � D Z � O Z < < < r i � r c r c ( � � � � � � ,= � f� � � ... I. .- �.... I I.... I � � S � � r I�� �� ����� �� �� ����� �� $ �� � �Z 9 � � l� Parkhili Project Fee and Budget Sheet (Hourly/Billing Rates) Today's Date: April 18, 2023 Prepared ey: Haberer Principal: Haberer Project Manager: Haberer Project Name: TWY l Ext, TL Add and Apron Exp Project Number: 40522.22 Task/Discipline: iPER Projected Start Date: June 1, 2023 Fee (Revenue) Type: Lump Sum Markup on Direct Expenses: 15.00% Markup on Reimbursables: 15.00% Fee Costs Summary (Proflit and Markup Included in Total Fee) Labor Cost: $314,094 Direct Consultants: Direct Expenses: $6,928 Markup on Direct Expenses: $1,039 Reimbursable Consultants: Reimbursable Expenses: Total Fee: Fee Summary (OH and Profit in Labor, Markup included in D�rects and Re�mbursables) Labor: $314,094 Directs: $7,967 Subtotal: $322,061 Reimbursables� Total Fee: $322,061 $322,000 Page 1 of 4 Labor Conn prop fl ivn a M. R woa Law Wron C.p 3 2 3 . S 6 7 8 c t wy SLff TRN - Nouror/Mang Rab CMIEn a.rs Sanbr Progaet Manapr CNiHL7 S70).00 CMIE r , Senior CMl Eno—P1.6 S2S7.00 C1HIE Profanional Clvll EnSI—IrlA $196.00 CNIIE na.n CNa E.0--PL7 $13700 rtE Support Staff-S56 $100.OD R.aouna I Ram. (ar. Tk/ Subtm VNIW tl Trips Noun Moon Noun Noun !burs Moue Noun Ho— Tan BONMIM RUM TAMUA- 1.1.1- Initial coordination with M and FAA a a: 1.1.2 - General Pmiect AdmmmVatbn 6 months 40 1.1.3 - Initial Sooping Mee61g (WebEz) with Paddlill Pm Tearr&mtners ` 7 1.1.4 - Deve4op Survey Soope of Work 7 Page 2 of 4 .rE ® fi 7. MORMIUME Page 3 of 4 J Direct Expenses Project Project No: Task Current Fee Expenses included in lump sum fee Not billed to client Direct Consultant Costs Amount 611 Structural Consultant 612 Mech/Elec Consultant 613 Environ/Civil Consultant 614 Architectural Consultant 615 Testing Consultant (Geotech, CMT, TAB, etc.) 616 Surveying Consultant 617 Interior Design Consultant 618 Other Consultant - Kitchen/ Food Consultant 618 Other Consultant - Acoustical Consultant 618 Other Consultant - AV/ IT Consultant 618 Other Consultant Total Direct Consultants Direct Expense Costs 621 Travel Motel 1 Days @ 1 Men @ $15000 /Man -day = $150.00 Air Travel 4 Air Fare @ 1 Men @ $600 00 /Man = $2,400.00 Parking 4 Days @ $20.00 /Day = $80.00 Car Rental 4 Days @ $150.00 /Day = $600.00 Mileage 35 Miles @ $0.655 @ 11 Trips = $252.18 Subtotal $3,482 622 Reproductions Blackline Prints 34" x 22" Shts @ $2.50 /Sht @ Sets = 36" x 24" Shts @ $2.75 /Sht @ Sets = 42" x 30 Shts @ $3.25 /Sht @ Sets = Other sf @ $0.55 /sf @ Sets = Mounting Foam Board Boards @ $10.00 /ea @ Printing: Set Up Fee 750 Originals @ $0.15 /Sht @ 2 Submittals = $225.00 8-1/2" x 11" B&W 500 Originals @ $0.09 /Sht @ 14 Sets = $630.00 8-1/2" x 11" Color 200 Originals @ $0.55 /Sht @ 14 Sets = $1,540.00 11" x 17" B&W 25 Originals @ $0.18 /Sht @ 14 Sets = $63.00 11" x 17" Color 25 Originals @ $1.05 /Sht @ 14 Sets = $367.50 Binding Cost 20 Sets @ $2.00 /Set = $40.00 Laminating Shts @ $2.00 /Sht = Scan to file Burn to CD/DVD CD/DVD @ $13.50 /each = Scan Specs Originals @ $0.15 /Sht = Scan Drawings Originals @ $1.50 /Sht = Subtotal $2,866 623 Models/Renderings/Photos Shots @ /Shot 624 Telephone 100 Calls @ $2.00 /Call $200 625 Meals 2 Days @ 5 Men @ $20.00 /Man -day $200 626 Field Supplies 628 Postage 20 Mailings @ $1.00 /Mailing (Standard) $20 628 Postage 4 Mailings @ $40.00 /Mailing (Overnight) $160 629 Publications 630 Misc Reimbursable Exp 632 Temporary Personnel 634 Office Supplies 635 CADD 636 Field Equip Rental 639 License & Regulation Fee 643 NM Gross Receipt Tax 647 Computer Supplies Total Direct Expenses $6,928 Page 4 of 4 Parkhill Project Fee and Budget Sheet (Hourly/Billing Rates) Today's Date: April 18, 2023 Prepared By: Haberer Principal: Haberer Project Manager: Haberer Project Name: Project Number: Task/Discipline: Projected Start Date: Fee(Revenue)Type: Markup on Direct Expenses: Markup on Reimbursables: Fee Costs Summary (Profit and Markup Included in Total Fee) Labor Cost: TWY L Ext, TL Add and Apron Exp 40522.22 8SSD June 1, 2023 Lump Sum 15.00% 15.00% Direct Consultants: $689,240 Markup on Directs $79,236 Direct Expenses: Reimbursable Consultants: Reimbursable Expenses: Fee Summary and Profit in Labor, Markup included in Directs and Reimbursables) Labor: Directs: $768,476 Subtotal: $768,476 Reimbursables Total Fee: $768,476 Total Fee: $768,476 * Excludes markup on survey services $768,476 Page 1 of 2 C Direct Expenses Project: Project No Task Current Fee Expenses included in lump sum fee. Not billed to client. Direct Consultant Costs Amount 611 2/1/2023 612 Mech/Elec Consultant 613 Civil Consultant RS&H $321,300 614 Civil Consultant Mead & Hunt $18,155 615 Testing Consultant (Geotech, CMT, TAB, etc.) Terra Engineers $78,985 616 Surveying Consultant Parkhill $161,000 617 Interior Design Consultant 618 Other Consultant - Kitchen / Food Consultant 618 Other Consultant - Acoustical Consultant 618 Other Consultant - AV/ IT Consultant 618 Other Consultant - SUE Services Rios Group $109,800 Total Direct Consultants 5689,240 Direct Expense Costs 621 Travel Motel Days @ Men @ /Man -day = Air Travel Air Fare @ Men @ /Man = Parking Days @ /Day = Car Rental Days @ /Day = Mileage Miles @ $0 655 @ Trips = Subtotal 622 Reproductions Blackline Prints 34" x 22" Shts @ $2 50 /Sht @ Sets = 36" x 24" Shts @ $2 75 /Sht @ Sets = 42" x 30 Shts @ $3 25 /Sht @ Sets = Other sf @ $0 55 /sf @ Sets = Mounting Foam Board Boards @ $10 00 /ea @ Printing: Set Up Fee Originals @ $0 15 /Sht @ Submittals = 8-1/2" x 11" B&W Originals @ $0 09 /Sht @ Sets = 8-1/2" x 11" Color Originals @ $0 55 /Sht @ Sets = 11" x 17" B&W Originals @ $0 18 /Sht @ Sets = 11" x 17" Color Originals @ $1.05 /Sht @ Sets = Binding Cost Sets @ $2.00 /Set = Laminating Shts @ $2.00 /Sht = Scan to file Burn to CD/DVD CD/DVD @ $13 50 /each = Scan Specs Originals @ $0 15 /Sht = Scan Drawings Originals @ $1 50 /Sht = Subtotal 623 Models/Renderings/Photos Shots @ /Shot 624 Telephone Calls @ /Call 625 Meals Days @ Men @ /Man -day 626 Field Supplies 628 Postage Mailings @ /Mailing (Standard) 628 Postage Mailings @ /Mailing (Overnight) 629 Publications 630 Misc Reimbursable Exp 632 Temporary Personnel 634 Office Supplies 635 CADD 636 Field Equip Rental 639 License & Regulation Fee 643 NM Gross Receipt Tax 647 Computer Supplies Total Direct Expenses Page 2 of 2 C Parkhill Hourly Rate Schedule January 1, 2023 through December 31, 2023 Client: City of Lubbock Aviation Agreement Date: HOURLY CLASSIFICATION RATE SUPPORT STAFF 1 $61.00 SUPPORT STAFF II $72.00 SUPPORT STAFF 111 $99.00 SUPPORT STAFF IV $105.00 SUPPORT STAFF V $117.00 SUPPORT STAFF VI $126.00 PROFESSIONAL LEVEL I Architect $124.00 Civil Engineer $135.00 Electrical Engineer $138.00 Interior Designer $118.00 Landscape Architect $118.00 Mechanical Engineer $129.00 Structural Engineer $129.00 Survey Tech $110.00 Other Professional $116.00 PROFESSIONAL LEVEL II Architect $134.00 Civil Engineer $151.00 Electrical Engineer $156.00 Interior Designer $124.00 Landscape Architect $124.00 Mechanical Engineer $149.00 Structural Engineer $147.00 Survey Tech $120.00 Other Professional $122.00 Project: LBB TWY L Extension, Taxilane Addition, and Apron Expansion Location: Lubbock, Texas CLASSIFICATION LEVEL III Architect Civil Engineer Electrical Engineer Interior Designer Landscape Architect Mechanical Engineer Structural Engineer Survey Tech Other Professional PROFESSIONAL LEVEL IV Architect Civil Engineer Electrical Engineer Interior Designer Landscape Architect Mechanical Engineer Structural Engineer Survey Tech Other Professional PROFESSIONAL LEVEL V Architect Civil Engineer Electrical Engineer Interior Designer Landscape Architect Mechanical Engineer Structural Engineer Professional Land Surveyor Other Professional HOURLY HOURLY RATE CLASSIFICATION RATE $152.00 $187.00 $182.00 $136.00 $147.00 $174.00 $180.00 $140.00 $134.00 $186.00 $218.00 $214.00 $149.00 $159.00 $204.00 $208.00 $170.00 $158.00 $226.00 $263.00 $261.00 $179.00 $194.00 $ 249.00 $251.00 $198.00 $176.00 Expenses: Reimbursement for expenses as listed, but not limited to, incurred in connection with services, will be at cost plus 15 percent for items such as: PROFESSIONAL LEVEL VI Architect $251.00 Civil Engineer $283.00 Electrical Engineer $295.00 Interior Designer $217.00 Landscape Architect $234.00 Mechanical Engineer $282.00 Structural Engineer $271.00 Professional Land Surveyor $219.00 Other Professional $213.00 PROFESSIONAL LEVEL VII Architect $323.00 Civil Engineer $338.00 Electrical Engineer $338.00 Interior Designer $243.00 Landscape Architect $323.00 Mechanical Engineer $323.00 Structural Engineer $338.00 Professional Land Surveyor $263.00 Other Professional $323.00 1. Maps, photographs, postage, phone, reproductions, printing, equipment rental, and special supplies related to the services. 2. Consultants, soils engineers, surveyors, contractors, and other outside services. 3. Rented vehicles, local public transportation and taxis, road toll fees, travel, and subsistence. 4. Special or job -specific fees, insurance, permits, and licenses applicable to work services. S. Mileage at IRS -approved rate. Rate for professional staff for legal proceedings or as expert witnesses will be a rate one -and -a -half times these Hourly Rates. Excise and gross receipt taxes, if any, will be added as an expense. Foregoing Schedule of Charges is incorporated into the Agreement for Services provided, effective January 1, 2023 through December 31, 2023. After December 31, 2023, invoices will reflect the Schedule of Charges currently in effect. LUBBOCK PRESTON SMITH INTERNATIONAL AIRPORT LBB TWY L Extension, Taxilane Addition, and Apron Expansion Project Preliminary Engineering Report (PER) Phase Services PROJECT PROPOSAL / SCOPE OF WORK RS&H RS&H, Inc. 4835 LBJ Freeway, Suite 800 Dallas, Texas 75244 469.857.7721 TBPE Registration. No F-3401 March 27, 2023 PROJECT PROPOSAL / SCOPE OF WORK This proposal describes the scope of work and services to be provided by RS&H, Inc. (herein "Consultant") to Parkhill (herein "Engineer") for a Preliminary Engineering Report ("PER") for the TWY L Extension, Taxilane Addition, and Apron Expansion Project (herein "Project") at the Lubbock Preston Smith International Airport (herein "LBB" or "Client") in the City of Lubbock, Texas (herein "City"), including project schedule and project fees. This proposal is based on the Scope of Services and Fee Proposal Request provided by the Engineer to the Consultant on December 29, 2022, as included in Attachment A. The proposed fee for this Project is as shown in Attachment B and will completed in its entirety on a lump sum basis. 1. Project Description The project generally consists of the scope elements listed below. The project scope elements and project area are as depicted in Attachment A. + Extension of TWY L to the north end of RWY 17R-35L, including two taxiway connections aligning with TWY M and TWY T on the east side of the RWY. + Addition of a new taxilane along the east edge of the Cargo Ramp. + Realignment of TWY S and TWY V between TWY L and the Cargo Ramp to remove direct access points to the RWY. + Expansion of the Cargo Ramp to the north to accommodate additional aircraft parking. + Evaluation of the reconstruction or rehabilitation of TWY M and TWY T on the east side of the RWY within the Runway Safety Area. The following professional disciplines/services/specialties are expected to be provided by the Consultant in the development of the Project: + Project Management + Civil Engineering • Pavement Design • Fencing Modifications (including TSA coordination) • Pavement Markings • Erosion control and Best Management Practices ("BMPs") + Electrical Engineering • Airfield Lighting and Signage Modifications • Vault Improvements • ALCMS improvements • Evaluation of FAA -owned Navaids (including FAA coordination) + Structural Engineering for Consultant's related scope of work as listed herein + Consultant's (Engineer's) Opinion of Probable Construction Cost ("EOPC") for entire scope of work + Phasing • Construction Duration Estimating • Safety and Security Page 2 of 17 03/27/2023 + Airspace Impact Evaluations • FAA Form 7460-1, Notice of Proposed Construction or Alteration • FAA Form 7480-1, Notice for Construction, Alteration and Deactivation of Airports • Quality Control Reviews for entire scope of work • Project details and element descriptions, as necessary The Consultant design team does not include any subconsultants. Any subconsultants necessary for this Project are expected to be contracted directly to the Engineer. It is assumed for this scope of work that coordination with the City will be performed by Client or Engineer staff and resulting direction will be provided to the Consultant. The Consultant will not directly contact the City without the Client or Engineer present. The Consultant's design is intended to comply with local, state, and federal codes. If standards conflict, the most stringent standard will govern. The Project components will be evaluated and designed to the following publications and standards, latest published edition at time of contract execution, as applicable, including (but not limited to): • FAA AC 15015300-13, Airport Design • FAA AC 15015320-6, Airport Pavement Design and Evaluation • FAA AC 150/5340-1, Standards for Airport Markings • FAA AC 15015340-18, Standards for Airport Sign Systems • FAA AC 15015340-30, Design and Installation Details for Airport Visual Aids • FAA AC 15015345-56, Specification for L-890 Airport Lighting Control and Monitoring System (ALCMS) • FAA AC 15015370-2, Operation Safety on Airports During Construction + FAA AC 15015370-10, Standards for Specifying Construction of Airports • FAA STD-19F, Lightning and Surge Protection, Grounding, Bonding and Shielding Requirements for Facilities and Electronic Equipment • FAA Order 6750.16E, Siting Criteria for Instrument Landing Systems • FAA Order 6850.2C Visual Guidance Lighting Systems • FAA FAARFIELD • National Electrical Code (NFPA-70) • PARAS Recommended Security Guidelines for Airport Planning, Design, and Construction (2021) • OSHA — Occupational Safety and Health Administration Project drawings and exhibits as necessary to graphically portray the intent of the PER analysis will be prepared in in AutoCAD 2020 format. It is assumed existing conditions will be provided to the Consultant by the Engineer in a compatible format. This scope of work assumes that all proposed project elements will be constructed in one (1) project. There is significant overlap between items in each task, and the fee proposal reflects that. Any deviations from these assumptions once notice has been given to the Consultant to begin the work of this contract may require a change to the Project scope and additional fees. Deletion of a task(s) or the requirement for additional work not specifically included herein will require re- evaluation of the proposed fee. Page 3 of 17 03/27/2023 2. Project Elements The following is a listing of elements of the Project anticipated to be provided by the Consultant: + Data Collection and Site Inspection The Consultant will obtain and review record drawings associated with the project site, as may be available from the Client. • The Consultant will obtain and review applicable design standards related to the Consultant's scope of work. For this project, FAA and City standards are anticipated to be the governing documents. The Consultant will visually inspect the project area and document overall visible conditions within the project area as part of the PER analysis + Geometrics and Site Design The Consultant will provide analysis and direction for the anticipated pavement markings required for the site in accordance with FAA AC 15015340-1, Standards for Airport Markings, latest published edition at time of contract execution. + Pavement Design The Consultant will provide taxiway pavement strength and material design recommendations in accordance with the FAA's FAARFIELD standard thickness design software and FAA AC 15015320-6, Airport Pavement Design and Evaluation, design guidelines, latest published edition at time of contract execution. • The Consultant will coordinate with the Client's staff, FAA control tower personnel, and tenants as necessary, to determine the appropriate aircraft fleet mix to be used in the taxiway pavement design. It is anticipated the Client will provide final approval of the aircraft fleet mix to be used + Fencing Modifications Design Security fence alignment changes may be required to allow for the placement of the new facilities. The Consultant will provide fencing modification design recommendations in accordance with FAA AC 15015370-10, Standards for Specifying Construction of Airports, Part 10 — Fencing, latest published edition at time of contract execution. The Consultant will provide exhibits as required to convey the proposed modifications to the Transportation Security Administration (TSA). It is assumed the Client will be responsible for direct coordination with the TSA, though the Consultant will participate in meetings as necessary to coordinate the approval or revision to the proposed modifications. It is assumed any meetings for this coordination will be held via teleconference ad will not require travel by the Consultant. a Airfield Electrical Improvements • The Consultant will provide analysis and direction for the anticipated airfield lighting and signage modifications to accommodate the new airfield geometry resulting from this Project, in accordance with applicable FAA design guidelines. • The Consultant will provide analysis and direction for the anticipated updates to the Airfield Lighting Control and Monitoring System ("ALCMS"). Page 4 of 17 03/27/2023 The Consultant will provide analysis and direction for the anticipated updates to the airfield electrical vault, as required. This includes the review of regulator capacities and conditions for affected circuits. • The Consultant will review impacts to the adjacent glide slope and other FAA -owned Navaids impacted by the scope of this Project. The Consultant will recommend solutions and assist with coordination of FAA Reimbursable Agreement. It is assumed any meetings for this coordination will be held via teleconference ad will not require travel by the Consultant. The Consultant will coordinate with the FAA SSC Manager regarding impact to FAA -owned facilities. + SWPPP / Erosion Controls The Consultant will provide analysis and direction for the anticipated Erosion Control Best Management Practices ("BMPs") related to the scope of work of this Project. + Phasing / Safety and Security The Consultant will review and analyze the following: potential impacts to safety and operational safety associated with aviation related areas; Airport Operations Area ("AOA") ingress/egress routes; aircraft movement areas; coordination; markings; signage; construction staging areas; vehicles crossing active pavements procedures; Notices to Airmen ("NOTAMs"); jet blast -prop -wash safety; night-time construction lighting; dust control; hauling of debris; and equipment parking. The analysis will not address the study of visibility, line of sight issues involving permanent structures, the analysis of interference with communications and surveillance equipment, or environmental studies. • The Consultant will prepare Project conceptual safety and phasing plans in conformance with FAA AC 15015370-2, Operational Safety on Airports during Construction, latest edition. A site - specific Construction Safety Phasing Plan ("CSPP") is not included in this scope of work and is anticipated to be completed by the Consultant in subsequent design phases. • The Consultant will prepare construction durations for all phases of work. + Permitting • The Consultant will prepare and file a Notice of Proposed Construction or Alteration (FAA Form 7460-1) for the Project electronically to the FAA for Obstruction Evaluation / Airport Airspace Analysis ("OE/AAA") review and approval. The Consultant will prepare and file a Notice for Construction, Alteration and Deactivation of Airports (FAA Form 7480-1) for the modified geometry of airfield resulting from this Project, electronically, to the FAA for review and approval. Page 5 of 17 03/27/2023 3. Basic Services The Client must authorize work through issuance of a Notice to Proceed ("NTP") for each task The Consultant will not proceed with the work of each task until such written notice is provided. The Consultant will provide the following services: TASK 1 PRELIMINARY ENGINEERING REPORT PHASE Task 1.01 Perform Project Initiation / Setup The Consultant will complete the necessary Project initiation and documentation setup in order to appropriately manage the Project. Task 1.02 Perform Data Collection and Research The Consultant will collect and review available data related to the project area and the proposed improvements. The Consultant will review the Client's files and records to determine relevant information for the Client's staff to provide such as previous design drawings, existing permits, boundary surveys, development concepts and drawings, surveys, and geotechnical investigation reports. The Client or Engineer will provide copies of all pertinent documents including CAD drawings, when available, to the Consultant in a timely manner to allow the project to move ahead efficiently. Task 1.03 Prepare Draft Preliminary Engineering Report ("PER") The Consultant will prepare the specific components of the PER as identified in this proposal as scoped for the Consultant, generally consisting of a description of the scope of the project, evaluation and analysis of design elements, evaluation of design standards, evaluation of applicable requirements of governmental authorities having jurisdiction, airfield electrical improvement recommendations, pavement design recommendations, analysis of the geotechnical investigation, evaluation of preliminary safety and phasing concepts, the Consultant's (Engineer's) Opinion of Probable Construction Cost ("EOPC"), preparation of a preliminary construction schedule, relevant exhibits to clearly indicate the considerations involved, alternatives available to the Client, and the Consultant's findings and recommendations. The Consultant will project drawings and exhibits as necessary to graphically portray the intent of the PER analysis; this proposal does not include the provision of a defined drawing set or technical specification submittal. This phase of work is anticipated to require significant coordination with the FAA to identify their requirements for impacted FAA -owned Navaids and development of the FAA Reimbursable Agreement. The Consultant will provide an EOPC for the entirety of the Project scope, including elements not designed or evaluated by the Consultant. Quantity take -offs for elements not designed or evaluated by the Consultant will be based on data provided to the Consultant by the Engineer. In providing EOPCs, the Consultant has no control over the cost or availability of labor, equipment, or materials, or other local market conditions and that the Consultant's EOPCs are made on the basis of the Consultant's professional judgement and experience. The Consultant makes no warranty, express or implied, that the bids or the negotiated cost of the work will not vary from the Consultant's EOPC. Task 1.04 Perform In -House Quality Control Review — Draft PER The Consultant will conduct an in-house quality control (QC) review of the draft PER prior to submittal to the Client, the City, and FAA. The review will cover the deliverables for the entirety of the Project scope, including elements not designed or evaluated by the Consultant. The QC review will be performed as follows: + Independent QC Review —An independent Engineer not actively involved in the Project will review for readability, accuracy, appearance, and acceptability Page 6 of 17 03/27/2023 + Independent Technical Peer Review — For each discipline associated with the Project, an independent Engineer not actively involved in the Project will review the documents for alignment with methodologies, calculations, and code compliance + Constructability Review — a comprehensive look at the Project to ensure alignment between plans and specifications, phasing impacts, potential conflicts, etc. + Discipline Coordination Review — an interdisciplinary review to ensure coordination of elements between disciplines Task 1.05 Submit Draft PER The Consultant will review the in-house quality control review of the draft PER and incorporate applicable comments into the draft PER. Task 1.06 Prepare Final PER The Consultant will review draft PER review comments received from Client's authorized representative(s) and incorporate applicable comments and appropriate scope changes related to the Consultant's scope of work into the final PER. The Consultant will provide a written response for each comment as to how it will be incorporated into the final PER or why the comment was not applicable. The Consultant will identify impacts of all scope changed requested by the reviewers and update the PER accordingly. Comments that require a significant change in scope from previous direction provided may require an additional scope and fee. Task 1.07 Perform In -House Quality Control Review — Final PER The Consultant will conduct an in-house quality control review of the final PER prior to submittal to the Client, the City, and FAA. The review will cover the deliverables for the entirety of the Project scope, including elements not designed or evaluated by the Consultant. The QC review will be performed as follows: + Independent QC Review — An independent Architect/Engineer not actively involved in the Project will review for readability, accuracy, appearance, and acceptability + Independent Technical Peer Review — For each discipline associated with the Project, an independent Engineer not actively involved in the Project will review the documents for alignment with design methodologies, calculations, and code compliance + Constructability Review — a comprehensive look at the Project to ensure alignment between plans and specifications, phasing impacts, potential conflicts, etc. + Discipline Coordination Review — an interdisciplinary review to ensure coordination of elements between disciplines Task 1.08 Submit Final PER The Consultant will review the in-house quality control review of the final PER and incorporate applicable comments into the final PER. Task 1.09 Prepare and Submit FAA Form 7460-1 The Consultant will prepare and file a Notice of Proposed Construction or Alteration (FAA Form 7460-1) for the Project electronically to the FAA for OE/AAA review and approval. Task 1.10 Prepare and Submit FAA Form 7480-1 The Consultant will prepare and file a Notice for Construction, Alteration and Deactivation of Airports (FAA Form 7480-1) for the Project electronically to the FAA for review and approval. Page 7 of 17 03/27/2023 Task 1.11 Meetings / Presentations To further the design progress and coordinate efforts, various meetings are anticipated throughout the design process. For meetings, the Consultant will attend said meetings (either in person or via teleconference, as indicated), prepare minutes of each meeting with respect to project components designed by the Consultant and distribute to the Engineer within two (2) working days, and perform appropriate follow-up activities. The anticipated number of meetings is listed herein; should the requirement for additional meetings be necessary, a change to the Project scope and additional fees may be required. + Pre -Design Conference The Consultant will coordinate and attend one (1) pre-design/kick-off meeting with the Engineer and Client to discuss and solidify (to the extent feasible): • Project scope, goals, and client expectations • Describe the methods by which the project will be performed o Design features, design constraints, design parameters, and local conditions • Consider budget and funding availability as it relates to phasing considerations • Discuss current condition of systems in question • Understand other ongoing work that may impact the Project • Start to develop the design and construction schedule, including submittals • Communication channels, coordination requirements, and responsibilities • Other related items This meeting is anticipated to be held at the Airport and will require travel by the Consultant. + Site Investigation The Consultant will coordinate and attend one (1) site investigation meeting with the Client and various subconsultants to review and document the visible conditions of the project site. The Client will attend with knowledgeable staff and provide access to all areas associated with the Project to ensure a comprehensive walkthrough. The walkthrough will use the data received in Task 1.02 as the basis for the verification of existing documentation to the extent possible. As part of this task, measurements will be taken to validate existing condition documentation. This meeting is anticipated to be held at the Airport concurrently with the Pre -Design Conference and will require travel by the Consultant. + Design Development / Coordination Meetings To further the design and maximize a coordinated effort, Design Development / Coordination Meetings may be required. These meetings are intended to be "workshop" meetings to discuss design alternatives and requirements. Attendees at the meeting may include the Client staff, City staff, FAA, stakeholders, Airport users, and other tenants. Eight (8) meetings have been anticipated. Six (6) meetings are anticipated to be held via teleconference and will not require travel by the Consultant. Two (2) meetings are anticipated to be held at the Airport or City offices and will require travel by the Consultant. + Draft PER Review Meeting The Consultant will coordinate and attend one (1) draft PER review meeting with the Client, City, FAA, and other attendees, as applicable, to receive comments and direction regarding the PER and Page 8 of 17 03/27/2023 subsequent submittals. This meeting is anticipated to be held at the Airport and will require travel by the Consultant. + Final PER Review Meeting The Consultant will coordinate and attend one (1) final PER review meeting with the Client, City, FAA, and other attendees, as applicable, to receive comments and direction regarding the PER and subsequent Design Documents (not included in this proposal). This meeting is anticipated to be held at the Airport and will require travel by the Consultant. Task 1.12 Project Management and Administration The Consultant will manage the Project in a professional manner, assign and manage qualified individuals or subconsultants to the Project, and complete the efforts within the proposed time frame. This task will include scheduling, resource allocation, monitoring, oversight, direction and control for aspects of the team's efforts including assembly and coordination of documentation. The Consultant will complete meeting preparation activities, minutes of each meeting with respect to project components designed by the Consultant and distribute to the Engineer within two (2) working days, and assign appropriate follow-up activities. This task will also include routine communication, as necessary, with the Client, the City, and FAA to discuss Project progress. 4. Meetings and Presentations The following meetings and presentations will be attended as part of this proposal: Task Total Meetings In -Person Meetings Teleconference Meetings Task 1.11 Pre -Design Conference / Site Investigation 1 1 Task 1.11 Design Development / Coordination Meetings 10 2 8 Task 1.11 Draft PER Review Meeting 1 1 J Task 1.11 Final PER Review Meeting 1 1 Total 13 5 8 The Consultant will prepare minutes of each meeting with respect to project components designed by the Consultant and distribute to the Engineer within two (2) working days of the meeting. Meetings held in - person will require travel by the Consultant. Meetings held via teleconference will not require travel by the Consultant. 5. Deliverables All deliverables are anticipated to be provided to the Engineer electronically by the Consultant. PDF files will be provided for all deliverable documents. Word, Excel, and CAD files will be provided for all working documents. The Engineer will compile the final deliverables for submission to the Client. Page 9 of 17 03/27/2023 6. Schedule The Consultant proposes to perform the services as noted herein in accordance with the following schedule: + Notice to Proceed (NTP) + Pre -Design Conference + Draft PER Submittal + Final PER Submittal As coordinated with the Client As coordinated with the Client (Anticipated within 2 Weeks of NTP) 6 Weeks after Topographical Survey and Geotechnical Investigation are completed (Anticipated approximately 16 Weeks after NTP) 4 Weeks after Draft PER Review Meeting (Anticipated approximately 20 Weeks after NTP) 'The schedule does not include review time for the Client, City, FAA, or other governing authorities. It is assumed the Final PER will be submitted to the Client no more than twenty (20) weeks after NTP is provided to the Consultant. The actual schedule may vary significantly as the Project design progresses and the scope is further developed. Delays to the proposed design schedule outside of the Consultant's control will require re-evaluation of the proposed schedule and / or design fees. 7. Professional Fees The proposed fee for this Project is as shown in Attachment B and will completed in its entirety on a lump sum basis. 8. Exclusions and Assumptions Tasks not specifically identified in this scope of work are not included in this Contract. In addition, the following is a listing of major items not included as part of this Proposal. This list will not be construed as the only items not included as part of this scope of services. + Construction Documents for bid purposes + Funding coordination + National Environmental Policy Act (NEPA) documentation beyond SWPPP plan sheets + National Pollutant Discharge Elimination System ("NPDES") / Texas Pollutant Discharge Elimination System ("TPDES") / TCEQ permits + Transportation Security Administration coordination beyond that noted herein + Environmental remediation (wetlands, soil contamination, etc.) + Permitting beyond that noted herein, including any and all permit fees unless otherwise indicated + Topographic survey + Boundary surveys + Obstruction surveys + Survey platting + Geotechnical investigation + Subsurface Utility Explorations + Utility improvements + Stormwater / drainage improvements, including drainage calculations, drainage modeling, stormwater detention, etc. + Flood plain analysis and Conditional Letter of Map Revision ("CLOMR") application + Safety Risk Management System ("SRM") and Safety Assessment Page 10 of 17 03/27/2023 f + Per- and polyfluoroalkyl substances (PFAS) analysis and mitigation + Trench safety plan + Confined space plan + Clearing of existing trees and / or other vegetation + Landscape design / architecture + Irrigation design + Tree Survey + Existing conditions and demolition requirements + Geometric layout of proposed taxiway pavements + Pavement profiles and cross sections + Paving plan and elevation grids + Joint layout + Tree Preservation Plan and Permit Application + Site -specific Construction Safety Phasing Plan ("CSPP ') + Site -specific Construction Management Plan ("CMP") + Updates to Airport Layout Plan + Design Phase services beyond the PER phase + Bidding services + Construction and closeout phase services, RPR services, construction materials acceptance testing, construction staking, and/or any other construction -related services + Construction verification surveys + As -built survey + Closeout services (including Record Drawing production) + Additional travel to the Airport, FAA offices, or any other requested travel, beyond those meetings explicitly noted herein The following are assumed for this proposal: + Preferred Site Plan will not change significantly from what is currently shown in Attachment A. Changes due to multiple iterations of site plans, or edits to the site plan may require additional design fees. + All utilities are available at the site and no offsite improvements are required. + Topographical survey will be obtained by the Engineer and provided to the Consultant. + Geotechnical investigations and topographic survey will be obtained by the Engineer and provided to the Consultant. + Subsurface Utility Explorations will be obtained by the Engineer and provided to the Consultant. + Existing utilities information within the project limits is anticipated to be provided to the Consultant by the Engineer. + The Client will provide current operational data (type of aircraft and number of operations) for pavement design purposes. + National Environmental Policy Act ("NEPA") documentation is expected to be completed by the Client's staff under separate contract. No NEPA documentation is included in this scope of work. + The Consultant will not perform services/work related in any way to PFAS chemicals or substances possibly containing PFAS chemicals and RS&H shall not be liable for the non-performance of such services/work. A proposed scope and fee for related design and construction services is anticipated to be prepared under a future package. THE REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK Page 11 of 17 03/27/2023 Attachment A Scope of Services Page 12 of 17 03/27/2023 Parkhill December 29, 2022 Elliot Neph, PE, LEED GA, ENV SP, Vice President RS&H, Inc. 4835 LBJ Freeway Suite 800 Dallas Texas 75244 Re: LBB TWY L Extension, Taxilane Addition, and Apron Expansion Project Scope of Services and Fee Proposal Request Dear Mr. Neph: Lubbock Preston Smith International Airport (LBB) retained Parkhill to undertake a Preliminary Engineering Report (PER) for the TWY L Extension, Taxilane Addition, and Apron Expansion Project. Project scope is further defined by attached exhibit. Parkhill is working to compile a PER scope/fee proposal and request a written scope of services and fee proposal from RS&H for: 1. Attend and participate in a visual inspection of Project site and help document key findings to address in Project scope. Includes attendance of Project kickoff meeting with LBB and other stakeholders. 2. Attend and participate in interim review and final review meetings with LBB and FAA. 3. Coordinate with FAA SSC Manager regarding impact to FAA -owned facilities. 4. Review geotechnical report and utilize in pavement design process. 5. Lead effort to define fleet mix and operations data through coordination with Parkhill and LBB 6. Lead pavement design using FAARFIELD in accordance with FAA AC 150/5320-6G. 7. Review existing airfield lighting and signage in Project footprint. Review regulator capacity and condition for affected circuit(s), referencing and documenting applicable Advisory Circulars Recommend solution for lighting, signage, and vault improvements necessary for airfield pavement expansion. 8. Review impact to glide slope and other FAA -owned Navaids. Recommend solution and assist with coordination of FAA Reimbursable Agreement. 9. Prepare Project conceptual safety and phasing plan. 10. Prepare construction durations for all phases of work. 11. Prepare Project FAA airspace submittal and submit via OE/AAA website. 12. Prepare Project quantity takeoff and Opinion of Cost for entire scope. 13. Perform QC Review of PER document in its entirety and recommend necessary changes. To meet Owner -requested deadline, we respectfully request your proposal by January 6, 2023. You may contact me directly at 806.473.3600 if we need to discuss this request in more detail. Sincerely, PARKHILL By / ark D. Haberer, PE Project Manager M DH/dg Enclosures %U)ata1\Protects3\2022 40522 22\04.. PRCMNT\00 PASS\ENeph RSH ProposalRequest.docx Page 13 of 15222 85th Street Lubbock Texas 79423 8064&3JfL02;y°"hR'e0m LEGEND �— N —� .{ :.-.� RRafofm*waw..�lm,RmaR - Mlyq(D 14w... L ].IPAOfe f V4Opw fnTfftl GOOO.fRpl MOROiIDGIgO.RRCI.lY.11lI�n - wIO.00E0 Uppp.RROR l.qu�OEREV.RlIOR II W_ s TWY M WY M - - ,.. I. ,.. ,.. - .�•\ �, Imo.__ ,. .. � "' � RWY 17R-35L RWY 17R-35L r � r t � � I I I J`--"c--------; �ARGO RA P� I .t y\ N Cedar Ave �• l _ TAXIWAY L & CApAQAPRON EXPANSION CONCEPTUAL DESIGN oaaMM Attachment B Fee Proposal Page 15 of 17 03/27/2023 ATTACHMENT B SUMMARY OF PROFESSIONAL FEES Lubbock Preston Smith International Airport LBB TWY L Extension, Taxilane Addition, and Apron Expansion Project Preliminary Enaineerina Report (PER) Phase Services SCOPE I TASK TITLE PROJECT OFFICER PROJECT MANAGER SENIOR CIVENG CIV ENG III CIV ENG 1 SENIOR ELEC ENG ELEC ENG II STR ENG It I DRAINAGE ENG 01 UTILITIES ENG 10 ADMIN ASST TOTAL Task 1— Preliminary Engineelina Report Phase Task 1.01 Perform Proinitiation I Setup2 4 2 Task 1.02 Perform Date Collection and Rvsa arch 2 16 2 16 Task 1.o3 Prepare Draft Preliminary Engineering Report PER Task 1.03.01 Cava 48 a8 152 Task 1.03.02 Electrical 92 178 12 Task 1.03.03 Structural 20 201 Task 1.03.04 Phasing 8 32 4 16 601 Task 1.03.05 Construction Durations 4 12 61 Task 1,03.06 Safety and Security 2 12 14 Task 1,03.07 Opinion of Probable Construction Cost Task 1.03.07.01 Civil 2 6 18 26 Task 1.03.07.01 Electrical 2 4 18 22 Task 1.03.07.01 Structural 1 Task 1.03,07.01 Drainage 1 Task 1.03.07.01 Utilities 1 Task 1.04 Perform IMlouse Quality Control Review — Draft PER Task 1.04.01 Crv0 4 8 Task 1.04.02 Electrical 2 6 Task 1.04.03 Structural 2 61 Task 1.04.04 Drainap 2 .. 01 Task 1.04.05 Utilities 2 01 Task 1.04.05 Coristruclability 4 8 21 Task 1.D4.07 Opinion of Probable Construction Cost 4 2 2 2 Task 1.03 Submit Draft PER 1 2 B 1 4 Task 1.08 Prepare Final PER Task 1.06.01 Crvtl 16 29 51 94 Task 106 02 Electrical 31 80 94 Task 1.06.03 Structural 71 Task 1.06.04 Phasing 3 221 Task 1.06.05 Construction Durations 2 61 Task 1.06.06 Safety and Security 1 Task 1.06.07 Opinion of Probable Construction Cost 01 Task 1.06.07.01 Crvtl 1 91 Task 1.06.07.01 Electrical 131 Task 1.06.07.01 Structural 1 31 Task 1.06.07.01 Drainage 1 31 Task 1.06.07.01 Ublitros 1 Task 1.07 Perform in -House Quality Control Review — Final PER 61 Task 1.07.01 Civil 2 Task 1.07.02 Electrical 1 Task 1.07.03 Structural 1 Task 1.07.04 Drava"1 4 Task 1.07.05 Utilities 1 4 Task 1.07.06 Constructabitity 2 Task 1.07.07 Opinion of Probable Construction Cost 2 1 1 1 Task 1.08 Submit Final PER Task 1.09 Prepare and Submit FAA Form 7460-1 Task 1.10 Prepare and Submit FAA Form 7480-1 1 1 1 ° 8 16 16 1 I1' 2 4 4 r Page 16 of 17 03/27/2023 ATTACHMENT B SUMMARY OF PROFESSIONAL FEES Lubbock Preston Smith International Airport LBB TWY L Extension, Taxilane Addition, and Apron Expansion Project Preliminary Engineering Report (PER) Phase Services SCOPE / TASK TITLE PROJECT OFFICER PROJECT MANAGER SENIOR CIV ENG CIV ENG III CtV ENG 1 SENIOR ELEC ENG ELEC ENG II STR ENG II DRAINAGE ENG 01 UTILITIES ENG 10 ADMIN ASST Task 1.11 Meets s / Presentations 1 Task 1.11.01 Pro —Design Conference / Site investigation Onsne 16 16 16 6 Task 1.11.03 Design Developinent / Coordination Meetings (Virtual) 9 9 9 9 2 Task 1.11.03 Design Deve nt / Coordination Meetings (Onsne) 32 32 32 1 Task 1.11.04 Draft PER Review Meeting Onsda) 16 16 16 1 Task 1.11.05 Final PER Review Meeting (Onsne) 16 16 16 48 20 Task 1.12 Project Management and Administration 5 30 20 6 TOTAL HOURS 7 253 27 304 289 262 322 44 23 23 36 RATE $ 400.62 S 287.00 $ 269.89 S 142.05 S 114.43 S 291.16 $ 165.14 $ 123.73 S 165.54 S 205.63 S 134.85 TOTAL LABOR S S 2.804.34 $ 72,611.00 $ 7,287.03 S 43.183201 $ 33.070.271 S 76.283.92 S 53.175.08 1 $ 5.444.121 $ 3,807.42 IS 4.729.491 $ 4.854.60 $ 307,250A7 OTHER DIRECT NON -SALARY COSTS TRAVEL Flight a Car a Lodging Q Per Diem 41 T a No. of Wilo le 0Da s 3 625.00 $ 80.00 $ 16000 S 50.00 $ Tins Task 1.11.01 Pre -Design Conference / Site Investigation Onsits 3 2 S 1,875.00 3 50.00 $ 48000 S 300.00 S 1 S 2.735.00 Task 1.11.03 Design Developiffient I Coordination Meetings Onsds 3 2 S 1.875.00 S 10 $ 480.00 S 30000 $ 2 $ 5 470.00 Task 1.11.04 Draft PER Review Meeting Onsite) 3 2 3 1,875.00 S D S 480.00 S 300.00 S 1 $ 2 735A0 Task 1 1105 Final PER Review Meeting (Onsite) 3 2 S 1 875 00 S D $ 460' ' $ 30000 S 1 S 2735.00 $ 13.67500 MILEAGE 750 Mika a S o SC• $ 375.00 SUM OF ODC's f 14,050.00 Total Pmposed Fee for Task 1 — PmUmInary Engineering Report Phase LUMP SUM S 321,300A7 Page 17 of 17 03/27/2023 5 Parkhill December 29, 2022 Brad Rolf, PE, Business Unit Leader Mead & Hunt Aviation Services 1743 Wazee Street, Suite 400 Denver Colorado 80202 Re: LBB TWY L Extension, Taxilane Addition, and Apron Expansion Project Independent PER Peer Review Dear Mr. Rolf: Lubbock Preston Smith International Airport (LBB) retained Parkhill to undertake a Preliminary Engineering Report (PER) for the TWY L Extension, Taxilane Addition, and Apron Expansion Project. Project scope is further defined by attached exhibit. Parkhill would like Mead & Hunt to perform an independent peer review of the PER. If interested, please prepare a fee proposal to include, at minimum: 1. Review geotechnical report, verifying challenges and concerns are properly addressed in PER. 2. Review fleet mix, operations data, and proposed pavement design from FAARFIELD then recommend necessary adjustments. 3. Review preliminary pavement geometry for compliance with FAA AC 150/5300-13B. 4. Review drainage analysis and recommend necessary changes. 5. Review proposed airfield lighting and signage improvements against applicable Advisory Circulars and recommend necessary changes. 6. Review proposed solution(s) to impacted utilities and recommend necessary changes. 7. Review proposed phasing plan and construction durations and recommend necessary changes. 8. Review Opinion of Cost and recommend necessary changes. 9. Advise on key Advisory Circulars, Engineering Briefs, etc. that should be referenced but are not. 10. Review PER document in its entirety and recommend necessary changes. To meet Owner -requested deadline, we respectfully request your proposal by January 6, 2023. You may contact me directly at 806.473.3600 if we need to discuss this request in more detail. Sincerely, PARKHILL By I ark D. Haberer, PE Project Manager M DH/dg Enclosures A:\2022\40522.22\00 ADMIN 00_CONTR\02_CONSULT\05. Mead&Hunt\DRAFT\BRolf_ MH-PER_PeerReviewProposalRequest docx 4222 85th Street Lubbock. Texas 79423 806.473.2200 Parkhili.com r, Mead blunt January 27, 2023 Mark D. Haberer. PE Parkhill 4222 85th Street Lubbock, TX 79423 Subject Taxiway L Extension, Taxilane Addition, and Apron Expansion Protect at Lubbock Preston Smith International Airport (LBB) Dear Mark D Haberer PE Mead & Hunt Inc (Mead & Hunt) is pleased to submit this proposal to provide Independent Peer Review of Preliminary Engineering Report (PER) for the above -referenced project Project Understanding Our proposal is based on your request for services dated December 29. 2022 and a follow-up phone call. Scope of Services After receipt of authorization to proceed, Mead & Hunt shall provide the requested services to independently review the PER. This shall include review and comments of: • Geotechnical report, verifying challenges and concerns are addressed in the PER • Incorporation of fleet mix and operations data into FAARFIELD pavement design • Preliminary pavement geometry is compliant with FAA AC 150/5300-13B • Drainage analysis is compliant with FAA AC 150/5320-5D • Airfield lighting and signage improvements are compliant with FAA AC 150/5340-30J and the airfield lighting and signage plan • Impacted utilities and recommended necessary changes • Opinion of probable cost • Inclusion/compliance with required but overlooked/missed Advisory Circulars Mead & Hunt will advise on: • Key related Advisory Circulars that should be referenced but are not. • Any recommended changes in the reports or assessments listed above, including the assembled PER Mead & Hunt will provide comments via Bluebeam Revu, and/or tabularized in a comment matrix in Excel. Responsibilities of Parkhill Scope of Services and Compensation are based on Parkhill performing or providing the following: U:\Dallas\Coons\LBB - IPR Services to Parkhill - 1-27.docx Mead & Hunt, Inc 1999 181h Street, Suite 2300S, Denver, CO 80202 1 303-825-8844 1 meadhunt.com Mark D. Haberer, PE January 27, 2023 Page 2 • A designated representative with complete authority to transmit instructions and information, receive information, interpret policy, and define decisions. • Available data, drawings, and information related to this project. • Protection of Mead & Hunt -supplied digital information or data, if any, from contamination, misuse, or changes. • An explanatory kick-off meeting describing the overall intent of the project to be reviewed by Mead & Hunt, with Owner objectives and goals outlined during the meeting. • A summary meeting to review comments and questions by Mead & Hunt. Work Not Included in the Scope of Services The following items are excluded from this agreement and will be provided by Parkhill. Mead & Hunt can provide Additional Service only as authorized by Parkhill • Project site visit • Stamped drawings • CAD design • Renderings Project Schedule • Perform review of documentation within four (4) weeks of receipt Compensation The work described under the Scope of Services will be performed on a lump -sum basis. Parkhill will pay Mead & Hunt eighteen thousand one hundred fifty-five dollars ($ 18,155.00) as engineering fees for the work performed under this contract. LBB - IPR Services to Parkhill - 1-27 © 2022 Mead & Hunt, Inc. Rev. 5-22 Mark D. Haberer, PE January 27, 2023 Page 3 Authorization The Scope of Services and Compensation stated In this proposal are valid for a period of thirty (30) days from date of submission. If authorization to proceed Is not received during this period, this proposal may be withdrawn or modified by Mead & Hunt. Signatures of authorized representatives of Parkhill and Mead & Hunt shall convert this proposal to an Agreement between the two parties, and receipt of one signed copy shall be considered authorization to proceed with the work described in the Scope of Services. All services shall be performed in accordance with the General Terms and Conditions for Engineering, Architectural, or Consulting Services which is attached hereto and made part of this Agreement and labeled as Exhibit A. We appreciate the opportunity to submit this proposal to Parkhill. Respectfully submitted MEAD & HUNT, INC Approved by: MEAD & HUNT, INC. By Author Name Title Title Attachment Accepted by: Parkhill By: Name: Title: The above person is authorized to sign for Client and bind the Client to the terms hereof. Date: Date LBB - IPR Services to Parkhill - 1-27 0 2022 Mead & Hunt Inc. Rev. 5-22 r R Parkhill Mr. Mark Haberer, PE Director of Aviation I Principal City of Lubbock — Preston Smith International Airport 5401 N. Martin Luther King Jr. Blvd. Lubbock, Texas 79403 RE: Proposal for Professional Services LBB Taxiway Extension Survey 7802 N Cedar Avenue Lubbock, Texas 79403 Dear Mr. Haberer March 28, 2023 Parkhill is pleased to have the opportunity to provide this Proposal for Topographic Improvement Surveying services to Lubbock Preston Smith International Airport for the referenced Project. PROJECT UNDERSTANDING Lubbock Preston Smith International Airport is preparing designs and construction plans for an extension of Taxiway "U, an expansion of the FedEx Shipping Center apron, and modification of existing taxiway alignments adjacent to said FedEx apron. A map of the proposed new construction provided by the Aviation Sector is included as an attachment to this Proposal letter. SCOPE OF SERVICES, DELIVERABLES, AND TIMELINE Parkhill will provide an Existing Conditions, Topographic and Improvement Survey of the project area in multiple phases as outlined below. A colorized map of the proposed survey areas and phases are included attached to this Proposal letter. The scope and phases are outlined below: 1. Control Survey — Parkhill survey crews will establish six new control points, set in concrete at appropriate locations around the proposed survey areas. While our crews will likely set more temporary control points throughout the duration of the Survey, these six aluminum caps set in concrete bases will be listed in the plan set and should be used by the contractor once construction begins. We will base these control points horizontally on the Texas Coordinate System, of 1983 (NAD83), Texas North Central Zone 4202, and vertically on the North American Vertical Datum of 1988 (NAVD88), as tied to the NGS published values of the Primary and Secondary Airport Control monuments. 2. Ground Survey — Parkhill Survey crews will use GPS-RTK equipment to measure a 50-foot minimum grid across the areas shown in blue. No LiDAR or drone survey will be used to collect this information, rather crews are expected to take between one and two weeks to collect a complete ground survey of the area. 3. Paved Survey Areas — Parkhill will conduct a highly accurate Survey of paved areas shown in the yellow areas on the attached vicinity map. We will conduct this portion of the Survey using optical instruments capable of vertical accuracies of plus or minus 0.02 feet. We will measure each concrete joint, edge of concrete, edge of asphalt shoulder, grade breaks, building walls, finish floor elevations, signs, lights, and any other visible features that may affect design. 4. Runway Centerline Survey — Parkhill will measure runway centerline elevations as shown on the red line on the attached vicinity map. We will measure these elevations with optical instruments at an accuracy of plus or minus 0.02 feet, along the centerline, every 50 feet. W \Sectors\Surveying\01 Proposals\2023\Prop Inlemal LBBTaxiwayt_x1Survey 03282023 docx 4222 85th Street Lubbock. Texas 79423 806.4732200 Parkhill eom Mr. Mark Haberer Page 2 March 28, 2023 Parkhill 5. Runway Shoulder Survey — We will measure the runway shoulder as shown on the magenta lines on the attached vicinity map. We will measure from the edge of concrete and asphalt to the grade break west of the west edge of runway shoulder, every 50 feet with optical instruments for a vertical accuracy of plus or minus 0.02 feet. 6. Infield Survey — We will conduct a Survey of the blue infield areas using the ground shots collected earlier in the Scope (see item 2 of this Scope). In addition to spot elevations, our survey crews will identify and measure grade break lines, operation service roads, fences, curbs, gutters, Navaid structures, signs and visible physical features that may affect design. 7. Utility Survey — Coordinating with a Subsurface Utility Engineer (SUE) subcontractor, our survey crews will measure the location of underground utilities as marked. Parkhill will not identify or mark any underground utility locations. Instead, during the course of two weeks, our crews will be on site with the SUE contractor every day for approximately four hours to measure and map utility markings. 8. Miscellaneous Items — In addition to these phases, Parkhill will provide the following: • Survey existing threshold nail at the north and south ends of Runway 17R-35L. ■ Stake proposed bore holes at 42 locations (as indicated by the Aviation Sector). ■ Survey existing curb and gutter lines along East Keuka Street and North Cedar Avenue where they adjoin the proposed survey areas. • Scale and plot the location of FEMA floodplains (per existing FEMA maps). Parkhill will not survey or mark flood plain limits on the ground. Parkhill's Survey Sector will compile all survey items listed above into a CAD map and prepare signed and sealed PDFs of the Existing Conditions Survey suitable to insert into the Aviation Sector's plan set During the course of compiling this Survey report, we will coordinate with Aviation Sector members to ensure that our CAD deliverables and sheet layouts conform to the existing Aviation CAD and plan standards. Services specifically excluded from our Scope of Services include, but are not limited to, the following: ■ Property Boundary Surveys. • Survey areas outside of those specified. • Construction Staking (other than bore locations). ■ Legal Descriptions. Per our prior conversation, we anticipate that we will receive a notice to proceed as early as March 24th, 2023. If this schedule holds, with our current workload, we estimate that we can provide deliverables within 5 weeks of our Notice to Proceed. We will coordinate the final schedule and deadline upon acceptance of this Survey Proposal and our official Notice to Proceed. COMPENSATION Our fee for the Scope of Services described above will be based on a lump sum amount of $161,000.00. If this Proposal meets your expectations, you may indicate your acceptance by returning one signed copy of this Proposal to our office. We will consider receipt of the countersigned Proposal as Notice to Proceed. W Mr. Mark Haberer Page 3 March 28, 2023 Parkhill We appreciate the opportunity to provide Professional Services to you and look forward to the successful completion of your Project. If you have any questions, please do not hesitate to call us. Sincerely, PARKHILL By �&—/ Samuel Wyatt Registered Professional Land Surveyor Survey Project Number: 40640.23 Accepted By: Printed Name: Title: Date: Project Number: SWW/mcj Enclosures 40640.23 LBB Taxiway Extension Survey Proposed Survey Areas Legend LBB Survey Paving Area if Survey Infield Area :. Survey Runway Centerline Location +� Survey Runway Shoulder Parkhill TOPOGRAPHIC SURVEY Lubbock Preston Smith International Airport retained Parkhill to prepare a fee for a Preliminary Engineering Report related to the TWY L Extension, Taxilane Addition, and Apron Expansion Project. Please provide a proposal for a topographic survey in relation to this work. The following should provide guidance on proposal expectations. If you feel a necessary service is omitted, please include such recommendations in your proposal. Please contact Mark Haberer, PE at mhaberer(a)parkhill.com or 806.473.3600 with any questions or concerns. DELIVERABLES FORMAT Please provide deliverable data in the following format: • Coordinates: Texas State Plane • State Plane Zone: Texas North Central — 4202 • Vertical Datum: North American Vertical Datum 1988 (NAVD88) • Geodetic (Horizontal) Datum: North American Datum 1983 (NAD83) • Obtain shots on pavement by optical instrument with high level of vertical accuracy. • -Shots off pavement may be obtained by GPS • Show benchmark(s) used for survey and include RWY 17R threshold nail. Establish five marked BMs for use during construction. Suggested location for benchmarks is shown on attached exhibit. • Provide elevation data on all flow lines and exposed pipes, conduits, and structures including existing sanitary/storm sewer flow lines, culvert/inlet flow lines, and other identifiable utilities. • Topographic survey shall extend to limits defined in attached exhibit. • Provide an AutoCAD-compatible electronic drawing. • Entity color and line type shall be by layer. Coordinate line types/layers with Parkhill Aviation Sector. • Provide all contours, breaklines, TIN elements, and existing ground shots on elevation. (Extraneous shots for locating features not on ground surface should be on elevation but a separate layer from ground surface shots.) • Line work shall be all on elevation "0." • Points should be blocks with elevation, point number, and descriptor attributes. • Provide a comma -delimited ASCII text file of all points obtained in the following format: POINT #, NORTHING, EASTING, ELEVATION, DESCRIPTION. • Provide an AutoCAD color table file (CTB) for plotting styles. • Provide a point -codes description list describing abbreviations and symbols used. Topographic Survey Deliverables Include the following ground feature criteria at minimum: • Provide grid and additional points sufficient to accurately show existing ground surface and existing site features. • Obtain topo grid in unpaved areas at 100-foot maximum intervals or as required to define break lines, flow lines, etc. See light purple footprint on attached exhibit. • Provide shots on RWY 17R-35L centerline every 50 feet (see pink dashed line on attached exhibit). • Provide shots on TWYs M, T, L, S, V, RWY 17R-35L, and Cargo Apron at every joint node. Joints nodes typically range 17.5-25 feet (see yellow footprint on attached exhibit). %\Dahl%Projects312022W052222100 ADMINU CONTR\A2.CONSUM02 Parkhill SurveyTRAFT\TopoSurvey Scoped- 7x P•rAflIxom t LBB TWY L Extension, Taxilane Addition, 2 December 28, 2022 and Apron Expansion • Provide shots on edge of RWY 17R-35L paved shoulder every 50 feet (see dark magenta dashed line on attached exhibit). • Provide shots on Perimeter Road at centerline and along each edge every 50 feet (see green footprint on attached exhibit). • Provide contours on finished Drawing at 0.2-foot interval. • Show spot elevations to nearest 0.01 foot. • Locate drainage swales, ridges, flowlines, and specific drainage features. Define pipe diameter where possible. • Show locations of floodplains and floodways • Locate airfield lights, junction boxes, signs, and related structures. • Set spot elevations along top of curb and gutter flow line of adjacent streets. • Locate PCs, PTs, midpoints, and enough spots to define curves of defined airfield pavements. • Locate building corners, footprints, and entrances. • Note finish floor elevation at each exterior door location for any existing buildings on site and elevation just outside existing threshold. • Note elevation at top and bottom of stairs and ramps. • Survey footprint of FAA Navaid structures. Coordinate access with local SSC Manager. • Locate above -ground tanks and other miscellaneous structures including traffic/street signs, utility markers, poles, guys, towers, bridges, ground transformers, or any object encountered on property. • Locate trees and other landscape features. • Note location and ground elevation for test holes if completed and identifiable. Coordinate with Terra Engineers. • Note elevation of water mean in any excavation, well, or nearby body of water. • Locate fences and walls with respect to property lines and designate height. Utility Survey Deliverables Surveyor to coordinate with DIGTESS, City of Lubbock, LBB Airfield Maintenance, FAA SSC Manager, and various utility providers as necessary to mark buried utilities. Provide operating authority (contact person, email, and phone) information. Show such utility information on completed survey along with the following minimum utility criteria: • Municipal Utilities: Water, sewer, storm sewer, fire -protection lines, post -indicator valves, culverts, inlets, fire hydrants, meter boxes, valve boxes, cleanouts, manholes, and catch basins. • Municipal Franchisee Utilities: Electric, natural gas, phone, cable, street lighting, and other communications systems including meters, meter boxes, valve boxes, poles, and guy wires. • Non -Franchisee Utilities: Overland fiber optic, crude oil, natural gas, raw water transmission, oil wells, and oil flow lines. • Private Utilities: On -site utilities typically extending from property line to existing building, private storm sewer and culverts, central plant utilities, buried tanks, septic fields, water wells, and irrigation system valve boxes. • FAA -owned utilities. Separate Subsurface Utility Engineering (SUE) services provided by Rios Group. Surveyor to coordinate with Rios Group to survey location of all identified utilities. LBB TWY L Extension, Taxilane Addition, 3 December 28, 2022 and Apron Expansion Site Access Project will be in a secured area of the airport. Badging required. LBB Ground Frequency is 121.9. Deadlines Please provide requested proposal by January 6, 2022, so we may keep our Owner -provided deadlines. Feel free to contact us with any questions. LEGEND r�o.oreorwru.riwway. - .,a.mro.,iw.,.iwauc, [vruio, oa+n.ouwo.nm.. rnoraama�oo.r�ar w,rao.i - rw.00eou�m.nw.raucw wwfn. I i Extend infield topo north to limits of �ehiGe sarvica road. II ' --1 — r� — N —Q —Survey Runway 178-35L. Taxiway M and Taxiway T. Include all shoulders. -------- --------------- --------------------------------------------------------------------------%. N ^urveyInfield areas Surrey FAA Navaid structures L odor Ave TAXIWAY L & CARGO APRON EXPANSION RWY 17R-35L �Suv�y Runway : lR-35.� ."u]t Id m,ill' 91 1 Fm I i T r� —Survey Cargo Apron, Taxiway L. Taxiway S and Taxiway V. Include all shoulders. CONCEPTUAL DESIGN Parkhill r I ■■■■■■■ TERRA TESTING, LLC ■■■■E■■ LUBBOCK I DALLAS I SAN ANIONIO I WWW.I ERRA TESI ING.COM TERRA -- ..... /91, February 7, 2023 Proposal No. L230207-01 Mark Haberer, PE, CM Director of Aviation Parkhill 4222 85`h Street Lubbock, TX 79423 Re.: 2"d Revised proposal for a Geotechnical Investigation LBB TWY L Extension, Taxiway Addition, and Apron Expansion Lubbock, Lubbock County, Texas Dear Mr. Haberer, INTRODUCTION Terra Testing, LLC (Terra) is pleased to submit this proposal to perform a geotechnical investigation for the above -referenced project. Terra Testing, LLC shall be referenced as "Consultant" and Parkhill as "Client". Title 10, Subtitle F, Chapter 2254 of the Texas Government Code prohibits a governmental agency and its agents from selecting a provider of professional services based on competitive bids. Therefore, Terra has assumed that Terra has been selected to provide these services based on our qualifications and will not be violating state law by providing this priced proposal. We understand that the FAA is constructing a new LBB TWY L Extension, Taxiway Addition, and Apron Expansion to the Lubbock Preston Smith International Airport in Lubbock, TX. The purposes of this study are to explore the subsurface conditions, determine the classification and mechanical properties of these soils, perform geotechnical analyses, and to prepare a preliminary report presenting the data obtained along with geotechnical engineering recommendations for the design and construction of above -mentioned structures. FIELD INVESTIGATION As per the site plan, that was sent via email on December 29, 2022 at 3:14 PM, we plan explore the subsurface conditions at the subject site by drilling and sampling a total of forty-one (41) borings, out of which thirty-three (33) soil borings shall be drilled to a depth of about 10 feet below existing grade (BEG) within the vicinity of the expansion unpaved and asphalt shoulder, eight (8) shall be drilled to 10 feet below existing concrete pavement, after cores are extracted and DCP in accordance with ASTM D-6951 are performed in the base, subbase and subgrade below the existing subgrade. All the proposed borings will be drilled at the approximate coordinates provided by Parkhill in the Proposed Boring Plan. ENVIRONMENTAL I GEOTECHNICAL I MATERIALS TESTING & INSPECTION REMIT TO: P. O. BOX 16605 1 LUBBOCK ITEXAS 79490-6605 1 T: 806-793-4767 1 F: 806-793-4768 Geotechnical Investigation for LBB TWY L Extension, Taxiway Addition, and Apron Expansion ■� ■�■■■ Lubbock, Lubbock County. TX ■ ■ ■ ■ ■ ■ Proposal No.: L230207-01 ■ MONO February T, 2023 ■ ■ ■■p Page 2 of 8 TERRA The borings will be advanced with a truck -mounted drilling rig in accordance with ASTM D6151. Undisturbed cohesive soil samples will be obtained using 3-inch diameter, thin -walled tube samplers pushed into the soil in accordance with ASTM D1587. Non -cohesive soil samples will be obtained using split -barrel samplers in conjunction with the Standard Penetration Test in accordance with ASTM D1586. If encountered, bedrock will be evaluated in -situ using Texas Department of Transportation- Texas Cone Penetration (TCP) tests in accordance with Tex-132-E. Upon the completion of the drilling operations, the borings will be backfilled and plugged at the surface with soil cuttings, asphalt patch or concrete as the case may be. ENVIRONMENTAL I GEOTECHNICAL I MATERIALS TESTING & INSPECTION REMIT TO: P.O. BOX 16605 1 LUBBOCK I TEXAS 79490-6605 1 T:806-793-4767 1 F:806-793 4768 A Geotechnical Investigation for LBB TWY L Extension, Taxiway Addition, and Apron Expansion Lubbock, Lubbock County, TX Proposal No.: L230207-01 February 7, 2023 Page 3 of 8 LABORATORY INVESTIGATION MONSOON TERRA The engineering properties of the soils and rock will be evaluated in the laboratory using tests performed on selected representative samples. The samples will be visually examined and classified. Representative samples will be selected for classification, strength, and swell or compressibility testing. Considering the nature of the project and the anticipated subsurface materials, we recommend the following tests be performed for soil samples retrieved from borings: a. Standard Penetration, ASTM D1586 b. Moisture Content, ASTM D2216; c. Atterberg Limits, ASTM D4318; d. Percent Passing the No. 200 Sieve, ASTM D1140; e. Hydrometer Analysis, ASTM D7928 f. Unified Soil Classifications, ASTM D2487; g. Rock Quality Designation, ASTM D6032; h. Moisture Density Relationship — Standard Proctor, ASTM D698; i. Moisture Density Relationship — Modified Proctor, ASTM D1557; j. California Bearing Ratio (CBR), ASTM D1883; k. Unconfined Compressive Strength (cohesive soil), ASTM D2166; I. Lime series, Tex-121-E m. Soil permeability, ASTM D2434 or ASTM D5084; n. Direct Shear, ASTM D3080; and o. Chemical Parameters — pH, chlorides and sulfates ENVIRONMENTAL I GEOTECHNICAL I MATERIALS TESTING & INSPECTION REMIT TO: P. O. BOX 16605 1 LUBBOCK ITEXAs 79490-6605 1 T: 806-793-4767 1 F: 806-793-4768 ■ ■ Geotechnical Investigation for LBB TWY L Extension, Taxiway Addition, and Apron Expansion ■ ■ ■■ Lubbock, Lubbock County, TX M■■■■ Proposal No.: L230207-01 ■ ■ ■ n February 7, 2023 Page 4 of 8 TERRA ENGINEERING SERVICES The field and laboratory data will be analyzed to develop geotechnical recommendations for the design, LPILE parameters, and construction of foundations and pavement structures for the proposed project. Generally, our report will include the following: 1. Plan of borings, boring logs, and groundwater level observations; 2. Laboratory test results; 3. General soil and groundwater conditions at the boring locations; 4. Geotechnical recommendations for the design, LPILE parameters and construction of the appropriate runway and taxiway foundations for this site; 5. Geotechnical recommendations for the design and construction of ground -supported, ridge concrete foundation; and 6. Earthwork recommendations for subgrade, subbase, and base. An electronic draft report in PDF format will initially be submitted to our client and to the members of the project team for their review and comments. Once all the comments have been reviewed, discussed, and satisfactorily addressed, our report will be finalized, and a PDF copy will be delivered via email. COST ESTIMATE AND ANTICIPATED SCHEDULE Based on the scope of work outlined herein, we propose to perform the geotechnical investigation for a lump sum fee of $78,985.00. Additional consultation by a senior engineer after the final report has been issued can be provided at an hourly rate of $250.00. We will notify you if unanticipated conditions are encountered and wait for your instructions. This cost will not be exceeded without your prior authorization. We can begin work on the project after we receive the written notice to proceed (NTP) and the authorization of this proposal by sending us a signed copy of your contract signed by an authorized person. By state law, we must give two business days' notice to the operators of underground utility lines through Texas 811 to locate and mark their underground utility lines so that the borings can be located and established in the field to avoid these lines. Because all the aforementioned lines are marked up to the property boundary, the internal distribution lines must be located and marked by the property owner's or airport personnel who are familiar with the locations of these lines. The fieldwork should take about ten (10) days to complete with favorable weather conditions. The laboratory testing and preparation of the engineering report will require an additional 4 to 6 weeks to complete. ENVIRONMENTAL I GEOTECHNICAL I MATERIALS TESTING & INSPECTION REMIT TO: P. O. BOX 16605 1 LUBBOCK ITEXAS 79490-6605 1 T: 806-793-4767 1 F: 806-793-4768 ■oMEMO■; Geotechnical Investigation for LBB TWY L Extension, Taxiway Addition, and Apron Expansion ■� ����� Lubbock, Lubbock County, TX M E M E N N E Proposal No.: L230207-01 mommmon February 7, 2023 TERRA Page 5 of 8 TERMS AND CONDITIONS Our services will be performed in accordance with the attached Agreement for Services. To indicate acceptance of our proposal, please prepare two copies of the contract, sign them, and send them to us for our signature along with a written notice to proceed, which shows the required start date. We will return a signed copy for your files. We thank you for the opportunity to submit this proposal, and we look forward to working with you on this exciting project. Please contact me at 806-777-0786 if you have any questions or need additional information. Sincerely, Terra Testing, LLC cc: File 230207 2nd Revised LBB TWY L Extension Lubbock TX Final 03.docx ENVIRONMENTAL i GEOTECHNICAL I MATERIALS TESTING & INSPECTION REMIT TO: P. O. BOX 16605 1 LUBBOCK ITEXAS 79490-6605 1 T: 806-793-4767 1 F: 806-793-4768 C J Parkhill GEOTECHNICAL INVESTIGATION REQUEST FOR PROPOSAL Lubbock Preston Smith International Airport (LBB) retained Parkhill for design services to prepare a fee for a Preliminary Engineering Report (PER) related to the LBB TWY L Extension, Taxilane Addition, and Apron Expansion project. If interested, please provide a proposal to perform Geotechnical Investigation as part of the process. The following should provide guidance on proposal expectations. If you believe a necessary service is omitted, please include such recommendations in your proposal. FAA AC 150/5320-6G is also included for reference to guide on geotechnical investigation program standards. For questions, please contact Mark Haberer, PE, at mhabereraparkhill.com or 806.473.3600. REPORT AND DELIVERABLES Include tests necessary to make recommendations in the final reportas noted. Provide a report detailing your findings and locations of tests collected including, at minimum: 1. Boring Logs (with contents as indicated herein) 2. All Testing (as indicated herein) DESTRUCTIVE TESTING Total Number of 10-foot Borings in Unpaved Areas: ..................................2'1 28 Total Number of 10-foot Borings in Asphalt Shoulder: ............................... 5/ Total Number of Borings in Existing Concrete Pavement: ......................... "4 8 Table 1. TYPICAL SUBSURFACE BORING SPACING AND DEPTH FOR NEW CONSTRUCTION AREA SPACING DEPTH Taxiways Random Across Pavement at 200-foot Intervals Fill Areas: 10 feet Below Existing Ground' Other Pavement Areas One Boring per 10,000 square feet of Area Fill Areas: 10 feet Below Existing Ground' Borrow Areas Sufficient Tests to Clearly Define Borrow Material To Depth of Borrow Excavation 'For deep fills, boring depths must be sufficient to determine extent of consolidation1slippage fill may cause. Place bores in approximate locations shown in attached exhibit or as Engineer stakes in the field. Include the following in deliverable boring logs': • Bore Location • Date Performed • Type of Exploration • Sample Identification Numbers • Classification • Relative Depth of Materials • Standard Penetration Test • Material Profile (surface and lower strata) • Water Table Observations (different from Groundwater Study) Take samples perASTM D421 Standard Practice for Dry Preparation of Soil Samples for Particle -Size Analysis and Determination of Soil Constants Boringdepthshallbe 10 feetoruntilboreis obstructed by asolid. CLASSIFICATION/PROPERTIES/REACTION TESTING (include in deliverable text data): ❑ ASTM C977 Standard Specification for Quicklime and Hydrated Limefor Soil Stabilization. ❑ ASTM D420 Standard Guide to Site Characterization for Engineering Design and Construction Purposes. ❑ ASTM D422 Standard Test Method for Particle -Size Analysis of Soils. ❑ ASTM D427 Test Method for Shrinkage of Soils by the Mercury Method. ❑ ASTM D1586 Standard Test Method for Standard Penetration Test (SPT) and Split Barrel Sampling of Soils. ❑ ASTM D1587 Standard Practice for Thin -Walled Tube Sampling of Fine -Grained Soils for Geotechnical Purposes. UData1%P'oJft-b3$2022H052222100 ADF0NM COMR102 CONSMTb3 Te Te C.eotechlnvestgationPwpo iRequest don Parkhill.eom LBB TWY L Ext., Taxilane Add. & Apron Exp Page 2 December 29. 2022 ❑ ASTM D2216 Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass. ❑ ASTM D2434 Standard Test Method for Permeability of Granular Soils. ❑ ASTM D2487 Unified Soil Classification System. ❑ ASTM D2488 Standard Practice for Description and Identification of Soils (Visual -Manual Procedures) ❑ ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (perform on each stratum of material encountered). ❑ ASTM D5918 Standard Test Methods for Frost Heave and Thaw Weakening Susceptibility of Soils. ❑ ASTM D7928 Standard Test Method for Particle Size Distribution (Gradation) of Fine Frain Soil Using Sedimentation (Hydrometer Analysis). Categorize soil by frost group per AC 150/5320-6G (2.5). ❑ Utilize PCASE to evaluate depth of frost penetration. ❑ TEX 620J Sulfate Content of Subgrade. ❑ Advise Parkhill as to need of ASTM D3080, Direct Shear Test, ASTM D2166, Standard Test Method for Unconfined Compressive Strength of Cohesive Soil, and ASTM D2573, Field Vane Test. COMPACTION/STRENGTH TESTING (include in deliverable text data): ❑ ASTM D 1557 Standard Test Methodsfor Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-Ibf/ft'/60" below base material). ❑ ASTM D698 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-Ibf/W 12" below base material). ❑ ASTM D4429 California Bearing Ratio of Soils in Place. Use value to further assess need for subgrade stabilization per AC 150/5320-6G (2.4). ❑ ASTM AASHTO T 222 Standard Method of Test for Nonrepetitive Static Plate Load Test of Soils and Flexible Pavement Components for Use in Evaluation and Design of Airport and Highway. Recommend subgrade strength value for pavement design. Value should be one standard deviation below mean of laboratory tests. Subgrade strength may be determined from plate test or correlation to CBR. ❑ ASTM D6951 Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications. SITE CLEANUP Core Hole and Test Pit Cleanup: ❑ Fill core holes to grade like material when complete. ❑ Remove all debris and trash from area before Operations inspection. Site Access: Project will be in a secure area of the airport and badging is required. Parkhill will provide an escort, as necessary. DEADLINE Provide proposal by January 6, 2023, so we may keep our own deadlines as given to us by Owner. LEGEND - .RomEo,.w..�s.waREvuvw EW,1xp GR0o.N.W �.—_. MORa®Gwo0YW1EiP..mOn — .RO.Ou'EDCNwONRO. bpµpER E+mw.RW Mep...a Rww.wY...Imv...l � M --------------------------------------- TWY M E RWY 17R-35L RWY 17R-35L TAXIWAY L & CARGO APRON EXPANSION CONCEPTUAL DESIGN Parkhill - N -i 'ter' 4 Q THE IRJOS GROUP 7400 Sand Street I Fort Worth, Texas 76118 817.345.7500 p 1817.345.7505 f January 30, 2023 Mark Haberer, P.E., CM Parkhill 4222 85" St., Lubbock, Tx. 79423 RE: Subsurface Utility Engineering LBB TWY L Extension (Lubbock, Tx)-UTL23-004 Dear Mr. Haberer: The Rios Group, Inc. (TRG) is pleased to submit a cost proposal for Subsurface Utility Engineering (SUE) required for the above referenced project. This proposal is based on information contained in your email dated December 29, 2022. Introduction TRG will perform the SUE work required for this project in general accordance with the recommended practices and procedures described in ASCE Publication Cl/ASCE 38-02 (Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data). As described in the mentioned ASCE publication, four levels have been established to describe the quality of utility location and attribute information used on plans. The four quality levels are as follows: • Quality Level D (QL"D") — Information derived from existing utility records; • Quality Level C (QL"C") - QL"D" information supplemented with information obtained by surveying visible above -ground utility features such as valves, hydrants, meters, manhole covers, etc. • Quality Level B (QL"B") - Two-dimensional (x,y) information obtained through the application and interpretation of non-destructive surface geophysical methods. Also known as "designating" this quality level provides the horizontal position of subsurface utilities within approximately one foot. • Quality Level A (QL"A") Three dimensional (x,y,z) utility information obtained utilizing non-destructive vacuum excavation equipment to expose utilities at critical points which are then tied down by surveying. Also known as "locating", this quality level provides precise horizontal and vertical positioning of utilities within approximately 0.05 feet. It is the responsibility of the SUE provider to perform due -diligence with regard to records research (QL "D") and acquisition of available utility records. The due -diligence provided for this project will consist of visually inspecting the work area for evidence of utilities and reviewing the available utility record information. Utilities that are not identified through these efforts will be here forth referred to as "unknown" utilities. TRG personnel will scan the defined work area using electronic prospecting equipment to search for "unknown" utilities. However, TRG is not responsible for designating and locating these "unknown" utilities. SUBSURFACE UTILITY ENGINEERING I UTILITY COORDINATION www.rios-group.com Mr. Haberer LBB TWY L Extension (Lubbock, Tx) January 30, 2023 Page 2 of 4 Scope of Work Based on information provided by Parkhill, TRG has developed a preliminary scope for the SUE work required for this project. The scope of work may be modified, with Parkhill's concurrence, during the performance of the SUE fieldwork if warranted by actual field findings. The scope of this proposal includes Quality Level "A" and "B" SUE. Utilities to be designated include gas, telecommunications, electric., traffic signals, storm, water and sanitary sewer. Designating will be performed within the following limits: • Lubbock Preston Smith International Airport: Perform Level B SUE designating within the area Highlighted blue as shown in Exhibit A. As requested, twenty (20) QL "A" test holes will be included in the budget. Test hole locations will be determined by Parkhill and TRG once the QL "B" SUE deliverable has been reviewed. TRG will have all designating marks and test holes surveyed using project control point data provided by Parkhill. Any necessary Right -of -Entry (ROE) permits, including railroad ROE, will be provided by Parkhill prior to the start of TRG field work. Designating Procedures Prior to beginning field designating activities, TRG's field manager will review the project scope of work and available utility records. Once these initial reviews are complete, the field manager and technicians will begin designating the approximate horizontal position of known subsurface utilities within the specified project limits. A suite of geophysical equipment (electromagnetic induction, magnetic) will be used to designate metallic. conductive utilities (e.g. steel pipe, electrical cable, telephone cable). TRG will establish routine/ordinary traffic control (cones and free standing signage, etc.) whenever required as part of our standard pricing. If non -routine traffic control measures are required (barricades, flag person, changeable message board, etc.), these services will be considered extra. Accurate collection and recording of designated utilities is a critical component of the SUE process. TRG utilizes a proven method of collecting and recording survey information once the utilities have been designated in the field. TRG's field manager will produce detailed sketches depicting each utility as well as relevant surface features such as roadways, buildings, manholes, fire hydrants, utility pedestals, valves, meters, etc. Each utility will be labeled with a unique ID code. For example, if two different water lines exist on the project, one will be labeled W 1 and the other W2. Paint and pin flags will be used to designate the utilities in the field. A labeled pin flag or paint mark will be used to mark each location where a survey shot is required. The locations will be numbered sequentially for each individual utility line. For example, if there are 10 shots required on water line WI, the points will be numbered W1-1 through W1-10. SUBSURFACE UTILITY ENGINEERING I UTILITY COORDINATION www.rios-group.com 5 Mr. Haberer LBB TWY L Extension (Lubbock, Tx) January 30, 2023 Page 3 of 4 Locating Procedures TRG will utilize non-destructive vacuum excavation equipment to excavate test holes at the required locations. Due to the risk of damage, TRG will not attempt to probe or excavate test holes on any AC water lines unless approval is obtained from the owner in advance. Once each utility is located, TRG will record the utility type, size, material, depth to top, and general direction. Each test hole will be assigned a unique ID number and will be marked with a nail/disk. The test -hole ID number and other pertinent utility information will be painted at each test -hole location. We have assumed that all test holes will be in non -paved areas and are accessible to truck -mounted equipment, and that routine traffic control (cones and free standing signage, etc.) will be required during the performance of the QL "A" SUE work. Deliverables TRG will produce a utility file, in AutoCAD format, depicting the type and horizontal location of the designated utilities. The size of each utility will be presented in the utility file if this information is indicated on available record drawings. TRG will also provide a summary sheet of the test hole coordinate data and depth information. Parkhill will provide TRG with base map.'topographic files for use in preparing the utility file. SUBSURFACE UTILITY ENGINEERING k UTILITY COORDINATION www.rios-group.com Mr. Naberer LBB TWY L Extension (Lubbock, Tx) January 30, 2023 Page 4 of 4 Schedule Field work can commence within approximately 2 weeks after receipt of NTP. TRG estimates that the Level B work can be completed in approximately 8 weeks and Level A work will cab be complete with 3 weeks from date assigned, broken down as follows: • QL "B" SUE Field Work— 20 days • Survey of QL "B" Field Work— 10 day • Deliverable Preparation — 10 days • Parkhill review of QL "B" deliverable and assign test hole locations • Excavate, survey and prepare deliverables for QL "A" Test Holes — 15 days Proposed Fees TRG proposes to provide the services as described above for a cost of One Hundred Nine Thousand Eight Hundred & 00/100 ($109,800.00). A breakdown of cost is included as "Table 1" for this proposal. Please note that this estimate is based on an assumption of quantities. TRG will only invoice for quantities actually performed This is a not -to -exceed amount. If it appears that quantities will be exceeded, TRG will notify Parkhill and request authorisation to submit a supplemental agreement to increase the fee prior to proceeding with additional work. We look forward to working with you on this project. If you have any questions or require additional information, please contact me. Sincerely, The Rios Group, Inc. &�-. VA_ Eric Webb, P.E. Dallas Branch Manager SUBSURFACE UTILITY ENGINEERING j UTILITY COORDINATION www.rios-group.com Estimate for Subsurface Utility Engineering LBB TWY L Extension (Lubbock, Tx) THE RIt7S�Itoup Direct Expenses Rate Units Unit Description Uon Sub -Total _ _ — Notes Admin./Permit $ — 500.00 0 LS _------------ $ ---------- ------- ----- Record Research ------------------ $ 1___000.00 ---_—___ 1 LS $ ______ ______ 1.000.00_ Airport Badging _____ ___ _ ------ ------------- $ 000.00 4 EA_ _ _ $ _ 4.000.00 1 Lvl B Crew, 3 Lvl A Crew MOB/DEMOB ------1 __$ __-11,500.00 _____ -_ 3 _-- __— EA _—_ $ --4:500.00_ 2 Lvl B Crew, 1 Lvl A Crew $ 5,000.00 Includes reviewnig record l Develop Base File $ 5,000.00 1 LS ----------------------- information I Survey ------------------ $ 1,950.00 __ --------------- 9 DAY $ 17,550.00 7 Days Lvl B, 2 Da s Lvl A Sub -Total $ 32,050.00 QL "B"," 8D" Rate Units Unit Descri lion Sub -total QL "B" Daily $-�� 2,500.00120 1 DAY $ 50,000.00 Sub -Total $ 50.000.00 SUE QL "A"(Test _Holes — �- Depth Rate Assumed Unit Sub -total Qua Description _ ----- 0-4 i___ $ 950.00 5 EA $ 4.750.00 4-8 ft. _---_----- $ 1,250_00 _ 10 EA $ 8-12 ft. $ 1,550.00 4 _— _— EA --------12:500.00 $ 6.200.00_ 12-18 ft. $ 2,300.00 1 EA $ _— - -----_2.300.00 Pavement Coring ---------------- $ 200.00 1 --------- _____10 _ ----------------- �_—EA $ 2.000 00 QL "A" Daily $ 3,300.00 0 DAY $ QL "A" Sub Total 20 $ 27 750.00 Total Estimate Cost 109,800.00 Notes. SUBSURFACE UTILITY ENGINEERING I UTILITY COORDINATION 7400 Sand St. Fort Worth, TX 76118 1 817-345.7500 www.rios-group.com Table 1 a I Parkhill December 29, 2022 Eric Webb, Director of Operations The Rios Group, Inc. 7524 Jack Newell Blvd. South Suite 200 Fort Worth Texas 76118 Re: LBB TWY L Extension, Taxilane Addition, and Apron Expansion Subsurface Utility Engineering Request for Proposal Dear Mr. Webb: Lubbock Preston Smith International Airport (LBB) retained Parkhill for design services to prepare a fee for a Preliminary Engineering Report (PER) related to LBB TWY L Extension, Taxilane Addition, and Apron Expansion project. We sincerely request The Rios Group, Inc provide a proposal to perform a Subsurface Utility Engineering (SUE) Investigation as part of the process. The following should provide guidance on proposal expectations. GENERAL REQUIREMENTS Subsurface Utility Engineering (SUE) shall, at minimum Conform to the American Society of Civil Engineers (ASCE) Guideline 38-02 Standard Guideline for Collection and Depiction of Existing Subsurface Utility Data. Comply with EM 1110-1-1005 Engineering Design Control and Topographic Surveying. Coordinate with Surveying Subconsultant, Parkhill Document X,Y location of all Level B data and X, Y, Z location of all Level A data. Include Quality Control Checks on compiled data. Provide a comma -delimited ASCII text file of all points obtained in the following format: • POINT #, NORTHING, EASTING, ELEVATION, DESCRIPTION Provide information to define all symbols and abbreviations used. Provide an electronic AutoCAD-compatible drawing with the following provisions: • Entity color and line type shall be "by layer.' • Follow Parkhill -standard layer naming conventions. Coordinate deliverable with Parkhill. • All line work shall be on elevation "0." • Points shall be blocks with elevation, point number, and descriptor attributes. Provide one PDF file. Detail horizontal and vertical benchmark datum used, scale, North arrow, and magnetic North arrow. 4222 85th Street Lubbock, Texas 79423 8M 473 2200 PorkhIlLcom C LBB TWY L Extension, Taxilane Addition, 2 December 29, 2022 and Apron Expansion SUE REQUIREMENTS LEVEL B: Document size and material of all utilities and show two -dimensionally on supplied Drawings Refer to attached exhibit for proposed footprint of Level B SUE. At minimum, include: Municipal: • Water • Fire Hydrants • Sewer • Meter Boxes • Storm Sewer • Valve Boxes • Fire Protection Lines • Cleanouts • Post Indicator Valves 0 Manholes • Culverts • Catch Basins • Inlets Municipal Franchisee: • Electrical Lines • Meter Boxes • Gas Lines • Valve Boxes • Phone Lines • Junction Boxes • Cable Lines • Poles • Street Lighting • Guy Wires • Communications Systems Non -Franchisee: • Fiber Optic Lines • Natural Gas Lines • Oil Lines • Raw Water Transmission Private: • On -Site Utilities • Septic Fields • Storm Sewer • Water Wells • Culverts • Irrigation System Features (valves, boxes, etc ) • Buried Tanks Airfield: • FAA Communication Lines • National Weather Service Lines • Electrical Service Lines, Transformers LBB TWY L Extension, Taxdane Addition and Apron Expansion December 29, 2022 LEVEL A: Proposal shall contain costs for a preliminary total of 20 locations for 3-D Level A data collection (refer to attached exhibit). Twelve Level A points are indicated. Reserve the additional eight for analysis of findings during the Level B analysis. Compile data with topographic survey data, including necessary fees in your proposal to coordinate with topographic surveyor (Parkhill) so this data may be combined. To meet our client's schedule, submit your fee for consideration by January 6, 2023, and if you believe a necessary service has been omitted, include such recommendations in your proposal. Please contact me directly at mhaberer(a)parkhill.com or 806.473.3600 with any questions or concerns. Sincerely, PARKHILL By ADHabe4rerPE Mark Project Manager MDH/dg Encl cc: Sam Wyatt, RPLS, Parkhill \1DatalkProjects312022140522.22100_ADMIN100_CONTR\02_CONSULT\04 RIOSIDRAFT\EWebb_RIOS-SUE Request docx LEGEND waommr.cw.r�en.naw — moroteo rwarw.r wwao[. w.waw Ewrwuaao.mw warns®unoo..nw wwya+ — wo•aeEDcwoo.wa.owuoc. wu.sw TWY M �RWY 17R-35L VL 1 t RWY 17R-35L rY 71 uApC;��R4f.7 + + Y • ( dor Ave u _ ._— TAXIWAY L & CARGO APRON EXPANSION CONCEPTUAL DESIGN El Vkhill N -a