The URL can be used to link to this page

Home My WebLink About _ 4.6(a)--Approve Authorization of Service (AOS) 26-03 with Mead & Hunt GI �" Y C� F � � �- ' � ° � � i � CITY OF REDDING �� REPORT TO THE CITY COUNCIL MEETING DATE: May 19, 2026 FROM: Travis Menne, Director of ITEM NO. 4.6(a) Community Services/Airports ***APPROVED BY*** e �� H� s � � y � �� .� � � �"" �� '°�� ,,� � � ' Ci.s��i..'��nn,� �rc�.ir�r�if�C�iianiinitj��i�ice�r'1V,irpc�rts 412�,'2026 ��Ilft1��e�'�il'�3t�x,�'�ti"�"1��IIdgUr � . Sl�41�t72f� :� tmenne@cityofredding.org wtarbox@cityofredding.gov SUBJECT: 4.6(a)--Approve Authorization of Service 26-03 with Mead&H�unt, Inc. Recommendation Authorize and approve the following actions: (1) Approve the Authorization of Service #26-03 with Mead & Hunt, Inc. (C-8976) for airport engineering consulting services related to the Benton Field Eastside T-Hangar Taxilane Pavement Reconstruction & Drainage Improvement Project in the amount of $376,162.00; and (2) Authorize the Mayor to execute the contract and any future amendments necessary to complete the project. Fiscal Impact On June 17, 2025, City Council approved the submission of grants by City of Redding (City) Airports Division staff to the Federal Aviation Administration (F'AA) Airport Improvement Program and Airport Infrastructure Grant program grants for the Reconstruct Eastside T-Hangar Taxilanes and Drainage Improvements Project(Project) at Benton Fie1d. Under FAA grant numbers 3-06-0308-029-2025 and 3-06-0308-030-2025, the Airports Division received grant approval in the amounts of$255,459 and $170,306, respectively. Each FAA grant is able to cover up to 95% of eligible project expenditures. The remaining project funds are comprised of a State Matching Grant from the California Department of Transportation (up to $8,515) and local match (approximately $14,000) from the Airport Division's O&M budget. Staff administrative costs associated with the project are eligible for reimbursement under all FAA grants. Future reimbursements are anticipated to offset some staff administrative costs and create savings in regular staff time for the Airports Division. These reimbursements will also eontribute towards the City's required local match. Report to Redding City Council May 14,2026 Re: 4.6(a)--Approve Authorization of Service (AOS)26-03 with Mead&Hunt Page 2 Alter�native Actzon City Council may choose not to approve the contract with Mead & Hunt, Inc. and provide alternate direction to staff. Background/Analysis The Authorization of Service #26-03 airport engineering consulting services contract (Contract) with Mead & Hunt in the amount of $376,162 is related to the design of the Project. Council authorized an initial engineering budget of $448,173 at the June 17, 2025 meeting. The remaining $72,011 will be used for other preliminary expenses, including development of the required independent fee estimate, preparation of the Categorical Exclusion (as described below), and project administration time charged to the grant. The proposed Project will reconstruct deteriorating and age-distressed pavement within the East T-hangar Taxilanes (Taxilanes) area, located on the eastern side of Benton Field. The Taxilanes were visually inspected, are detailed in the Airport Pavement Management System report (dated November 2016), and rated as "failed." The Taxilanes pavement and adjacent pavement areas are identified in the Project Schematic included as Attachment 1 to the contract. The site drainage configuration is anticipated to change based on the recent Drainage Master Plan completed in September 2022. New storm drain infrastructure is also included in the Project, and will collect and convey stormwater runoff to the existing catch basin per the Drainage Master Plan Alternative "A". The Scope of Services for this project was developed by Mead & Hunt, Inc., the City Airports staff and the FAA. The scope of the consulting services includes: Preliminary, 60 percent, 90 percent, and Final Design, as we11 as Contract Administration. Staff anticipates submitting additional grant applications to fund construction after the design is complete. Environmental Review This action is not a project as defined by the California Environmental Quality Act (CEQA) or the National Environmental Policy Act (NEPA). Contract approval will allow the design to progress to a stage in which the project can be reviewed for CEQA compliance. No action is required at this time. As part of the grant application process for FAA funding the City has requested determination of a NEPA categorical exclusion for projects eligible for a categorical excl�usion (CATEX) that have greater potential for extraardinary circumstances or that otherwise require additional doeumentation, as described in the FAA Order 1050.1 (current version) and FAA Order 5050.4B (collectively, FAA Environmental Orders). The City has requested a determination of categorical exclusion based on paragraphs 5-6.4 (e) and (o) — Categorical Exclusions for Facility Siting, Construction, and Maintenance. The NEPA CATEX documentation is currently being reviewed by the FAA under a request for a NEPA CATEX determination on this project. Council Priority/City Manage� Goals • Budget and Financial Management — "Achieve balanced and stable 10-year Financial Plans for all funds." Report to Redding City Council May 14,2026 Re: 4.6(a)--Approve Authorization of Service (AOS)26-03 with Mead&Hunt Page 3 Attachments Authorization of Service #26-03 (C-8976) Staff Repot 06-17-2025 AUT ()1tI TIt7�N ((�►F SER�ICE #26-Q3 BENTON F LD EASTS E T- NGAR TAXILANE PAVE ENT RECC)NST UCTIC►N & A �GE PROVE ENT PRUJECT (C-89'76) Tlhis Authorization of Service #26-03 is made at Redding, Califamia, by and between the City of Redding (City), a Municipal Corparation, and Mead & Hunt, Inc. (Consultant), whase address is 1360 19x�' Ho1e I)rive, Suite 2U(3, Windsar, CA 94592, (collectively the "Parties", individually a "1'arty,>), for airpart engineering consulting services related to the Eastside T-Hangar Taxilane Pavement Recanstruction &Drainage Improvement I'roject. ECITALS W REAS, on July 23, 2021 the parties entered into that certain Consulting and Professional Services Contract (C-8976); and whereas, that Consulting and Professional Services Contract cantemplated that the parties would, from time to time, enter inta one or more specific Authorizatian of Service Agreements. NOW "I` REF(? E, IT IS AGREED AS FOLLqWS. l. Introductaon. In entering into this Autharization of Ser�ice (`°A(JS #26-03"), the Parties agree that each and every term of the Consulting and Prafessional Services Contract dated �uly 23, 2021, {"Contract"} is binding upon the �'arties. Ifany term or covenant made in the Cantract conflicts with a term or cc�venant of this AOS #26-03, the language t�f the Cantract, as may be time to time amended, shall prevail. Ifthis AOS #26-03 is silent an an issue addressed in the Contract, then the terms and covenants e�ntained in the Contract shall control. This AOS #26-03 is hereby incorporated by this reference and added as an addendum to tihe Contract and made part trf the Contract-: 2. Scope of Work. The Scope of Wark for this Authc�rization of Servzee agreement is set farth in Exhibit A, attached hereto and incc�rparated herein by reference, and comprises airport engineering consulting services related to the Benton Field Eastside T-Hangar Taxilane Pavement Recanstruction&Drainage Improvement praject. 3. Fee for Services. It is expressly understoad and agreed that the total compensatian to be paid under this A4S #26-03 to Consultant is for an arn�unt of$37b,162.04 on a lum�-sum basis as specified in Exhibit A. 4. Consultant Responsibilit�e� for Compensation. The Consultant shall prepare m�nthly invoices and progress reports which clearly indicate the progress to date and the arnount of cc�rnpensation. Consultant shall provide a fina� inv€�ice upon completion of serviees after which z�o later znvoices will be paid by the City. 5. City Respansibilities for Compensation_ City agrees to pay the Cansultant°s invoices within 30 days fram the date of receipt by City,unless City decides tc�withhc�ld payments as set forth herein. Consultant agrees that City has the right in City's �ole discretion to withhold payment fln any Consultant's invoice if City feels that the Consultant has not performed work under this ,At3S #26-03 in a rnanner satisfact�ry to City. City shall promptly notify Gonsultant in writhing,outlining the disputed items,the arnount withheld and actions Consultant must take to resolve the disputed items, 6. Sulbcontracts. At the time subcantracted services are anticipated, Consultant shall notify City af the nature Qf such serviees and identify the proposed subcontracting fi�m: Cc�nsultant must receive appro�al in writing from City priar to utilization of a subcantractor. Any subcontractor shall have the same resp�nsibility and obligatic�ns as Consultant to comply with the provisions herein. Consultant shall remain sc�lely and wholly responsible fc�r all the acts ar oznissians of subcontractors as if they were the acts or ornissions of Consultant and �nsure that any such subcontractor is in position to comply with all its obligations under this AOS #26-t�3 anici the�ontract, ?. Effect�ve Da#e of Authorizatian of S�rviee #26-�3. The effective date of this AOS #26-Q3 shall be the date it is signed by the City: Signature Page to Follow IN TNESS REOF, City and Consultant have executed this Contract on the day� and year set forth below: 4.+11.[ VY 1ZL'� 11�\15:9. A Municipal Corporation Dated: , 2026 Bya `ke Lfttau, ayar r�TTEST: APPROVETT7► A� TO FCtit : City �ittorney S RLENE 'I'IF`Tt�1�T, Ciiy Clerk Bye Ben,�amin Stock,Inter�m Cifiy Attorney CQNSLTLTANT �ad & unt, Inc. �y: J��F LEa�a�n Vice President, Aviat°ron Attachment° Exhibit A—Scope af Serv�ces �XHI 11" BE T�N �I�LD AtR�'C?12T'(C�85j CI taF€��adl�lC �A�'T T-HANC�4R T_ 1 NE�PAVE ENT �ECC►t��TFtll�Tlt?N,AND 0 INAGE I RR�QVE �PlTS Engine�ring Design�c��ae c�f Servtces April 28,2025 �JECT ��SGRI Tl Ri This Scope caf Services details the preliminary design, 60°fo desigr�,9�°lo design,�nai d�sign, and bid adminiskratian services to be presvided by MEAa 8�Hl1NT� [�lC. (Gt�NStJLT°RNT),for the East T-h�ngar Taxilanes P�vem�!nt Reconstr�uc#ic�n and Drainage tmpr�vements Prc�jeck(ProJect)�t the Benton�ield Airporf{Airpc�rt)tc�r the City c�f Redding,California (t�WNER car CITY). Backgt°ound The propcssetl Pro}ect is to reccrnstruct deteric�r�ting and age-distressed pavement within the East l'- hangar T��ilanes(T�xilanesj area, laac�ted csn#he e�stern side offihe Airpork. The Taxil�n�s w�re visu�lly inspected �nd�re detafled in the Airport Pav�ment M�nagem�nt�System r�pork(dated t�crvember 2C►1�)and r�ted��"#aiHed." The Taxilanes pav�ment ar�d adjacent paverner�t areas ar�id�ntafied in th�Projact Schamatic includ�d�s Aftachment 1, The site drainage configuration is anticipated tc�change based an th�recent Qrainage Master Plan complet�d in September 2�22.A n�v�netw�rk c�f pipes will capture run�fF and exterrd tcr the existing cafeh basin wikh a new stc�rm drain pip�n�h�vc�rk can the west side of the hang�ars�nd a new sta�m drain pipe n�twdrk�n the east side ofi th�hangars(�r�inage Ma�ter Plan Altern�tive"A"). MEAD& HUNT, ING. is the prime consultant�nd i� hereinaffer referred to as"CC�NSULTANT."This Scope csf Services was develaped t�y the Gt�fVSUL'TAN7 with input from the C?WNER and Federai �luiatian Administr�tion(FAA). R .1 CT El.E E T� The Prc�ject vvill consist af the fallowing�iements: 1} f�econstructian of the T-hanqar'Taxilanes The recor�structlon is anticipat�d to includ�a ne�r asphait concrete{AC)s�ction that will inc#ude, subject to the findings of the gecstechnical invesfigatian, lime treated subgrade, P-209 aggregate base, and a P-403 asphalt concrete surFace caurse.The existing asphalt concr�te surface will be pulverizedlc�ld miil�d and used as recycled base fc�r pavem�;nt�haulde�s; As part ca#the Praject, th�existing water valve bc�x located�n the southeast side of#he northernmost T-hangar rc,w wifl be adjusted to th�ne�AC�nished gr��ie. Exc�s�materi�f g�ner�ted during cc�n�truction wi�E b� hauled caff-site and becc�me the prQperty caf the Con#ractor. �, , ,,. ;.�, , , ,,. . _:�, F__ � � . _ , , � - ,... r•..;_ _,` � - •1 "'. _ `, , . .. . �^,-,, � . i t Benton 1�1eta.Airport East 7=Nangar Taxilanes Pau�ment Reconstruction and Drainag�Impmv�ements Engineering�esign Scope af 5srvices Februarv 26 2425 2} prainac�e lmart�vements The I�rc�ject gaal is ta improve the drainage csanditport of the sit�thrcrugh a nekwork af valley gutters, are�dcains,and storm drain pip�s that connect to the new storm dr�in pipe networ-k�. Valley gutters and area drain�will be installed in�ach taxiBan�to.reduce surfac�runofiF from the site. Area drains surraunded by F'ortland Cement Cancrete(P�C)pads will be install�d can the western side of each hangar r�w to rntercept runoff from 7�xiway R�nd mini'mize the p�stenti�l for surfac�water tha#ponds an the western side of the 7-hangar raws. The construction of an infil#r�tian trench or c�ther runc�ff mitigation sotutic�ns are nat�nticipated as the a�ea af imp�rvic�us surface will nr�t incr�a�e as a resul#�f the Project. imprflvements to the existing detention E�asin will includ� additianal excavatlon to increase depth for ne�+pipe networks as well as m�difications tca the exit pipe and installatic�n af a struc#ure: The Project will be c�mpleted under�single �id pa�kage writh a single Bid Alternate. Due to FAA eligibility r�quirements, Portians c�utsitie th�fi�xilanes#hat ar�not affected by drainage improv�ments wiil t�e required to ae fully funded by the GlTY. Separate b�d i#ems will be Eder�tified for CIIY-only elegibGe items. The Praject is anticipated#o begin design�n January of 2025 and competitively bid in Sept�mber caf 2026. A ProJect graphic ciepicting these elements is included as A#tachment�1. PR�,��CT TEA The G�NSULT'AN1`will�ssign a Project(�anager(PNI)to this Project to monitor cor�tinuity through eact� task, as described in-this scope.The PM wilf b�respc�nsible ftir wrork perfc�rrr�ed by the C4NSULl"ANT team; Specific Pr�aject management kasks are detailed within each task. The�C}�l�ULTANT team will cansist ofi ciuil sngineers,drainage engineers,d�signers,gecs#schnical engineers;surveyors and administr�ti�r�staff. The CQtiVSU�TAtV�'wi31 subcontract with the fallcawing subconsultan#s for sp�ci�lty services: 1) Sharrah Dunl��a Saw�r, lnc. SC�Sl: SDS wi11 perE�rm topographic surveying s�rvices and dfainage analysis design. 2) CGi Technical Services. Inc. fCGil: CGI will perfc�rm geot�chnicaf r�view s�n+ices. SC�F`E IC�� ERVIC�S The CUNSl1LTANT's sccspe csf work f�r the Praject will be tracked as follows: Task'1: Preliminary C�esign Task 2: 6C1°l<i and 9fl°la Desogn 1'ask 3° �ir�al C�esign ��S�C�: �It�AdYC66CliS�i'c'1�tC7fi All tasks defined in this Sccspe caf Services shaN be performed in aecordance with the t�rms and ct�ndititans af th� Cl7"Y C7�REI�t.}1NG C't�1VSULTtNG ANL?PRC7FESS1C3Nr4L ,ERV/CES C{)N7'RAGT daied July 23,2t��1 between the f�WNER and the CC,�NSI}LTANT. Page 2 of 27 Benton�ield A(ry>ort East T-Hangar Taerilanes Pavement Reconstruction and 1?raina�e tmprovements Engin�ering Design Scap��f Services February 2S 2025 CQI�SULTANT wil!provitle the services described in the ft�llowing tasks. TA�K 9 PRELf iNARY [�ESICAI 1,9 P�I�JECT NIANAGE EN7�N�GCIARIJIT�,4TION �'rcaject man�gem�n#ta�ks during Task 1 wiN consist�f#he fcalic�wing: 1.1.1 Prepare Gonfiract and Prt�jeet ietup The PM and administrative stafF will revi�w and execute the contract between the C4NSULT�NT and the C}WNER. The PM wiil establish a wcsrk breakdc�wn struc#ure to track task-feveP progress.AdmPnistr�tiv�stafF will create the interna!pr�ject database for finance tr�cking and internal pr�ject direcfiory: 1.1.2 P�e�are Pro',Le�t Manaqement P6an The PM wili prepare a Praject Management Plan{F'MP)that wil6 address the foifowing Pr�j�ct elem�n#s:Project�'eam Rol�s and Responsibilities, i7�cument"t3istreb�tican Plan, Communications Plan,Quality Control Milestane Summa'ry,and Scope Change Management P1an. 1.1.3 Preesare Schedul� The PM will prepare a design and bidding schedule upon receiving tt�e Nc�tice to Proc�ed (NTP)from the OWNER.7his schedule wiA be updated as preliminary design pr�gresses, adjusting far review times by the C7WNER and FAA+. 1.1.4 Coordinate lr�ternal 1?esiqn Tearn The PM will assign a design tea�n to the Prcrject.Once a design te�sm Es established; the PM will implement a task cr�ardinatiran program t4 assign specific respan�Gbiliti�s t+� team memb�rs.Through�ut the design,th� P1v1 will coordinate and mcanitor internai w�rk prc�gress. 1.1:5 Coordirtate Sutaconsultants The PM wilP prep�re subcontracfshvcark carders ftar the subccansu{t�nis ernpltayed by CQNSULTANT far the Prtr�ect upon rec�iving the NTP from the t7WNER.Unce subcontractslwork arders are�x�cuted,#h�; PM wi11 cc�esrdinate subc�snsultant vuork efforts, Th�PM wilB ccaordin�t�with#he�}WNER for subconsulfi�nt field activikies and monitor subcansultant wc�rk pragress. 1.1,6 Qualitv C�tral P'rQt�ram 7he PM�+ill cr�a#e and implement a quality cantrca!(QG�program.As part caf this prograt�r,the PM wrill assign bt�th QC�nd quality assurance (C1A}te�m members tcs the Projec�.The RM wili prep�re a detail�d QC check�ist that will b�shared with tfie int�rrral design team.l'he d�sign team will maint�in a design I�g tcs trac�C design decisiar�s thrc�ughout the 1'roject that can be r�viewed internally, 1.3.7 Proiect Gontrt�ls The FM v�ill rnaintain a Pr4ject budget spreadsheet to track design cc�st�monthly.A,t the beginning crf each month,the PM wilB review�ccrued cc�sts frc�m tt�e prevlous mc�n#h and w+c�rk with acccsuntin�staff to prep�re invtsices for the t�WNER.The invoices wiBl be subrnitted per the C}WNER's standard invoice requirements.The invoi�e will ref�:rence � Page 3 of 27 Benton FieldAirporf East T-Nangar Taxilanes Pavement R�eonstntctian antf t3rafnage lrnprovements Engineering Desfgn 5cope ot S�rvie�s Fekruar�+�B�2025 the percent campiete caf each task based csn the work breakdc�wn struc#ure and this scvpe.The PM will review subconsultant invflices. �t is anticipated th�t five(5)invtaic�s wil'1 be prepared during Task`1. 1,1.8 Sce�pe Qevelapment The Ct�NSU�TANT wilt d�velop a sc�pe+�f senrices and fes proposal f�r ths Pr�s�ect and negc�ti�fe a sct�pe af services,fe�praposal, artd a�r�em�nt far sutaeonsulf�nts. The CI�NSUI.TANT�ill submit the init�al Project scc�pe e�f services e(ectPonically to the QWhlER and the�AA for review and camment.The CC}N�U��TAN7 wil!revise the sccspe of servic�s and s�nd it electrt�nically alang with a blank fee spreadshee#in Excel farm�t to fhe OWN�R for establishment of an indep�ndent fee estimate as requir�d by Section 31J0—Procureanent c�f ProfessionaC Services,tsf the�11��pansor Guide. Transmitt�l ta an t�ptional third-paaty cansuitant fcar the independent fee estimate(1FE) will b�the respc�nsibility taf the C7WNER.The tFE will be a sepatat�contract managed by the{JWNER; '�"fi�CU�JSULTANT will not have ccantact�ith tt�e 1FE ccansultant. f�nc�the IFE is campfete,the CQNSULTANT will prc�vide the ccrst pr�apos�l and tha Plti� will work with the t)W�JER t€�clarify the scnpe and fee if the F'raject,or any task,is c�utside of the 10%o standard margin a�defined in FP,A A� 1501�'100-1�E,,4rehitecfurat, Engineering,and Planntng Consultarat Servlces. Sectic�n 2.14.3. t1WN�R shall ke�p a reec�rd of negotiati�ns as requir�d by FAA AC 15t}l510i1-14E. 1.2 PRt?JECT MEI�TI�G�,4NC�Ct?�tlMlIN1CATIQN The GC7h1SULTANT will participate in meetings and phane cails during Task 1. Me�tings�and ccrrnmunic�ticrn items will be as follows: 1.2.1 Internal Pr�ie�t KickofF Meetins� The PM wSll cranduct a meeting, up to c�r�e ht�ur;with the int�rn�l design team (anficipated tca ccansist of PM, Seni�r,4ssaciate, Senicar F'sojec#Enginee�, Engineer I}I> Engineer I,�nd Administrat3v�Assistant),ta presee�t the Prc�jeet; Prc�ject budget, design schedule,maJor Pr�jec#elements;�nd internal �rritc�col. 1',2.2 Prai�ct Kickcsff�eeting wifh C?WIVER The CC7NSULTANT wiil prepare fc�r and cc�nduct a meeting,up ta ar�e�1 j hour:with th� �WkV�R and FAA to present the Project, rncluding intr�ductians, �'raject Manag�ment Pian,design scheciule,�nd m�jor Presject elements. lJp t�fc�ur(A�}rroemb�rs#rc�m COtVSULTANT#eam will aftend(arrticipated to consist e�f P�,senic�r Pro�ect Engineer, and Engineer Ill,Sub-Gc�nsultant),7he meeting is anticipated tts b� h�1d�t the Airport with the F,4A in teleconferenc�.The Ct)NSU�1'RNT wilf pr�pare an agenda and exhibits tca support the meeting.GtJNSUI.TANT te�m will c�,llabcarate to creat�meeting minutes�nd distribute uia email ta all that akteetdec!the me�frng.The Praj��t kickc�if meeting will consi�t of 5 h4urs frawel time f€�r the Gt?N5l1LTA�T team . 1.2,3 Sit�Inv�stia�ti�n The�t'��I�ULTANT will perform an inifial site investigati�n. The inv�stigatian will include the fcsilc�wing t�sks: a. i'he CfJiVSULTARIT well review exisfing recor�d dr�wings. � � Page 4 of 27 B�nton�ield Adrport Erast T-Hang�r Taxri�n�s Pavement Reconstruction and Dreinage Irraprovements Enginearing 17esign Scope eaf Servrces Fe6ntarY 26 2t125 b. Th�CONSULT�NT will gen�rate a map of the Airpt�rt ta use in dcscumenting the existing condition�. c. Up tco three(3}members frcam Gt�NSULT�N'T team(anticipated fo cc�nsist of PM, Senior Prc��ect�ngineer and Engin�er III,Sub-Ccansultant�wiN travel to the,Airport and conduct a site investigatian. This will be concurrent with the Praject kick-off meeting. d. The Ct��iSUL,TANT#eam will walk tfie site tcs olaserve existing pavement and drainag�ct�nd►ticrns;,and�xist'sng fea#ures khat are within Project lirnits, e, Existing p�iv�ment conditian will nc�t be evaluated fcar this Praject. 1.2.4 6i-Weekly Int�rnal Proc�ress Meetings The RM will�onduc#bi-we�kly m�etings,up ta 3Q minut�s,with the internal design team to discuss the Praject schedule and work progress. tJp to fiv�{5)mernb�rs fr�m GOtVSULTAN7 team(anticip�ted ta consist of�Wl, Senior Project Engineer,Engineer Iti, �ngineer 1,Technici�n IV j will attend each�nee#ing.Up ta eigh�{8) me�tings�re anticipated during Task 1: 1.2.5 Mc�nthiv ProqLss Meetincas with OWNER TI�e CQNSULTANT will c�anduct monthly meetings,�p fo carae{1)haur,wath the l7WNER tc�discuss the Project sch��iule,wc�rk�arr�gress, and cc�s�edinatic�n items. Up ts� two(�}members frc�m CONSU�.I'AN"f#eam wil! attenc!e�ch meefiing(an#icipated ta c�nsist af E'M and Senior Project Engineer). Up tq five(5}meetings are anticipat�d during Task 1.The meetings�ill be held vrrfuaHy. The�C?NSULTARIT will provide an agenda and minutes for each me�eting, 1.2,6 Monthlv Pre�press Niaetin�s witb QWN�R and FAA The CC?NSULTA(VT will�ttend monthly meetings with the t�WNER and the F�IA tca diseuss#h�c�varail Airport prcrgram, inc4u�ling but nca#�imi#ed tca schedta�e, Aragress, and coordination items. Up tca two{2}members from CQNSULTANT Team will attend each meeting {anticipated to consist caf PM and S�nic�r F'roject Engine�r}. Up to five{�} meetings�re anticipated during Task'I.1'he m�etings are anticipated to be held virtu�[ly and be conducted by th� FAA. 1.2.7 Pr�sent Preliminary Submittaf to t'�WNER The C(JIVSl1LTAfVT will pcepare f�r�nd cc�nduct a meeting, up tca t�vo (2)hflurs,with the CIWNER to present the preliminary design submittal. Up to three{3)m�mbers from CU�lSULTAPlT#e�m will attend {anticipat�;d ta consist caf Pt�, Senic�e Pro,�ect Engineer, and Engineer I!1). The meeting wiH be held in person.The CQNSULTANT will-prepare an ag�ntia, exhibifs and minut�s t�supperrt the meeting. 1.2;8 General G�ammunication with CIWNER 7he COMSIlI.TANT wiH communicate with the OWNER.thrcrughout Task 1 via phcrne calPs ar em�il in addition#ta the meekings fisted herein. 1.3 TORCIG PHIC SIJRVEYtNt3 Th�CC7NSkJLT,�tVT will subcontract�ith Sharrah dunlap Sawryer, I�c. (SDS}tea canduct a tapographic survey c�f the Project Bimifs. � �� Page 5 of 27 8enton Fietd Airpart Eas#T Hang�r i`axilanes Aavement Recanstructior�and Drainage fmprovements Engln$ering Design Seope of Services �ebruarY 25,2fl25 1.3.1 Cc�ordinatican and File Preqaration for SDS dCQNSULTAN3} The CQNStJL1"RRIT wifl c��rdinate the wcark efforts ofi SDS and prepare files to facilitate #h�tapographi�survey. �'he work will inelude the fc�IBovving su�tasks: a. CC?NSIJLT�NT wid!prepare an exhibit for SCIS sho�ring the apprc�x�mat�susvey limi#s and specific feature�t�be surveyed.A prelirninary versiran of this e�chibitis in�lud�d as Attachmenf 2, b, �4NSIJLTAIUT will�aordinate with the UWNER and S[�S ta det�rmine a schedule for survey fielciwcark and Icsgistics of Airpc�rt access. 1.3.2 Field Wc�rk and Drewina Pret�aratican {Subccsnsultant—SDS1 Topt�gra�shic Survey: SD5 will ccanduct a tcspagraphic survey consisting af th�;fc+llowing elements: a. Rttend an�irfield safety training sessian as required by the QWNEF2. Daytime work wiil be performed on a p�1l-back basis. St�S wilf be equipped with a radics to monitor pilc�t communi�atic�ns; if needed. b. Tie tc�pographic survey tc�Cafifornia Stat�Pt�ne Caordinat�System,Zone 1 and existing vertic�!(NAVD 88}and hc�ri�antal{N,AI�83}ccrntral pc�ints,'including a# least tvvo Primary Airport Cc�n#rc�l manuments(PACs). c. Perform bench Ic�op and traverse procedur�s#o uerify+accur�cy of vertica!and horizc�nt�i control points. d. Provide temporary survey control points fcar the plan set{minimum of four}for cor�tractor I�yout during canstruction. e. Survey pa�ement on a 25-fc�at grid�nd 25 fieet alon�consfrucfion limits: Survey will includ�the pavement center8in�,edge of p�sv�ment, 1 b feet from edge afi pavernent; and 5�-focat incremersts b�yond edge ofi pav�ment. Include�It grade breaks,flowlines,and taper and curv�startJ�nd, #. Survey ident'�'iab4e flc�w lines>9r�d�brakes,top of bank pcaints, p�v�ment jains, and markings. g. Survey location and elevatians of puA boxes,catch basins, I�ghts, airfield signs,and �ather structu�eslutiiities within�he survey limits: h. Sunrey undergraund utiiities at encountered structure�s where access is pc�ssible; and pcavide rim elevakinn, pi�re sizes,P�P��YA�,dire�tic�n, �nd invert elevations af utilities. 5urvey autlet structures,including those autside e�f survey limits fhat lead into car away From#he site. aurvey�iIP ncrt perform canfened space access. i. Sunrey location c�P pavernent borings (if g�otechnical wark weas perf�rrned prioe tc� trapographic sun+ey}. j, Pr+�vide 3D digital terrain madel (DTM}and line wcark frrr sucveyed feafur°es compatible wi#h AutoCAD Civil 3C7 20�4 ror prevr�u�ver�ie�ns, k, Upon Ct�t��IJLTAN�`revi�w; SI�S will pre�vid�a PaF af the final tc�pographic surv�y stamped and sealed by a Prc�fessic�r��!Licensed Surveyc�r; along w�th a � F'age 6 of 27 Eanton Field,4itport East T-Nangar T�xilanes Pauement Reccanstruction and t�rainaga Improvements Engineering Design Scope af Senrices Febrtrary 2E 2t12S coenma d�:[imited file(*.csv)for all points surrreyed and copy nf fr�ld sunrey nates for utilik�es. I. Prouide up to one(1)addikian�l day c�f fieCd wrork(8-hcsur shift during ciaytime h�uPs) fallow-up items: 1.3:3 Convert Survev Data fcar GAD Software�;GONSIJLTRNT� The CC}NSULTANT will analyze the topogr�phical surveying data and pr�;pare the d�ta for use with ccamputer modeling. included aee the following sub-tasks: a: The CONSIJLTANT wiBl review the survey drawing pr�vided by SC?S and campare it with nr�tes taken dur�ng sste waRk, Prior sunrey drawings,the mas#er base map, satellit�imagery,and available site phr�tos. b. The CU�ISULTANI"wi11 update the master base map drawing ta replace existing line work with surveyed features.The mast�r bas�map will th�n be the Project base map t+��e d�picted as�xisting c4nditions in the pians. c. T"he CONSlJL1",4NT wilC review the DTM provided by SC7S and check that th� c�ntaurs reflect the expecked ground surfiace canditions. GONSUI:TANT will review survey point elevatians�t ti�-in I�catic�ns and confirm Project limits, d. 1"he CCtNSULTA�lT uvirl establish runway and taxiway alignments based on the surveyed runway threshQld monuments and as-built data.'"These alignments will be depict�d in the plans and used f�r contractar lay�ut: 1,4 CECll'EC�NICAL INVESTICvATI+C1fV The�C}NSULTANT will subcontract with CGI Technica!Services, lr�c.{GGl)tcs ccsnduct a geotechnica[investigatic�n csf the Project site. 1.4.1 Coardination and Testina Reauirem�nts fvr CGl (CGNSUL7AN'C� Th�CaNSIJLTANT wi4l caa�rdinate the w�rk effcarts ofi�G1 and establish#esting requirements for the ge�technicaf investigatic�n.The varork wil!include the f�It�wing subtasks: a. The CONSULTRNT will revie�record drawings and geatechnical�eports to gather infarmation an�xisting scail conditians�nd pavemen#se+ctians.The CC?NSULTAPI�' will prov�de this inform�tion to CGt tc�support their investigatic�n. b. 7he Ct7NSlJLi'ANT will determine the typ�and firequency of geotechnical tes#ing required for the design.The testing wi61 c�nsicfer pavemer�t type,design methodalogY;tYpe af wheet loading.and weight of design a,ircra�t.Anticipated t�s#s are included in CGI's scope of wcrrk below. c. 7he GUiVSIJLTAN'f will pcepar�an�xh'rbit fcsr C�I showing the�pproximat�k�€�ring locations:A preliminary version caf this��hibit is includ�d as �ttachm�nt 3. d. 7'�e�GhlSl1�.TA1Vi"wi11 coardina#e with the QWNEFt and CG�to d�termine a sche�iule far geotechnical field wark and Icagistics of Airp�rrt access. � Page 7 of 27 1 8enton Field,4irport East T Hangar Taxitanes Paverrrsnd Reconsfructian and Drainage lmprovements Eregineering Design Sco;os ot Senrices Febru�ry 26,2Ct25 1.4.� Field Wr�rk, Labor�tory Testina:and Repcart Pr�;paratian f�ubcc�n�ultant—Ctail Conduct a geotechnical investigati�n per FAA Advisory Circular(AC) 15Ul532U-6G, Aerpc�r#Pavernenf�esign and Evaluation.The inv�stigation will ct�nsisf c�f the fc�llo�ving elements: Field Wt�rk a: Perform u#ility mark-out via 811 {ca11811.com}in advance of field wrork tca coordina�e the Bocation of utilities within the s�lected site IQcation. b; Attend an�irfield s�fety traininc�session as required'by the QWNER.Itis anticipated that daytime work wili be requir�d. CG9 wili be equipped with a radio to monitor pilofi ccammunicati€�ns 1f n�eded. c. [�rill twelue ('12)borings at a minimum depth of#en feet(10') below Che surface elevation. d. Backfilk borings under pav�ment and in c�pen field with cuttings,compact�d by aufc,matic deap hammer. Core all pavement borings to prt�vide a smooth wa11 to pafch agains#: e. Patch all pavement ccares with high strength, quick se#tin�,non-shrink mortar.Dy� mc�rt�r black in asphaft pavement patches. fi. In-situ infiltration tests will nc�t'be required. Sc�il Inv�stinaficsn and t��rinc�L�q a: S�mpl�,icientify, and cl�rssiiy sc�ils per with A.STM D420, Standard Guicle fcar Sife Charaeteriza#ia�n fi�r En�ineerir�g L7esign ancf Constructic�n Pur,00ses,ASTM D2488, Sfand�rd Practice fcar Deseripfion and Identificatinn of Scails(Visual-A�lanuad F'racedure),and ASTIVi C�248"7, Standard Practice for Cl�ssification of Soils for Engine�rirrg Purpt�ses{flnified Soit Cl�ssificatfon System). b, Develcrp a graphic lag that summarizes the results of the sail expltaratlor�s tttat in�lud�s focatie�n, date performed� tYPe of expear�tion, surfac�elevatian, thickness of pavement section lay�rs,depth of scaif materi�ls,sampl�I�rcations and id�ntificatic�n numb�rs,sc�il elassification>water table;p�netratican tests, maistur� ccantent, unit weight, �nd rernarks. Graphic Pogs shall be nca farger tt�an 8.5x11 forrn�t: Sc�il Tests and�nalvsis a. It�situ mc�isture cc�ntent and unit dry w�eight for split-ring samples froen th�:borings andlor test pit(ASTM I7�937}: lder�lify in-place compaction. C3ne(1)test per 6oring. b. ASTM D421, Standard Prac#ice fcrrL?ry Preparatinn of Soi1 Samples for Particle_ Size Anafysrs and t7eferminatiQn of Soi!Consfants.Four(�#}#ota9 iests. c. ASTM C3 422, Standa�d Test�feth�d for P�rticJe-Size Anatysis of Sc�ils and�xisting Aggregafe t3ase. Fc�ur(4)tata!tests. d. AS1"M a 4318, Sfand�rd Test M�thnds far£iquid Limif,P'fasfic Limat, an�'Pl�sticity #ndex nf Soils. �our(4)tc�tal tests. j Page 8 af 27 8enton F1eld AirporE Ea�t T-Hangar Taxi/�nes Pavernent Recorzstrucfi€rn and Drainage tmprovemenfs Enc�in�enng Design�'�ope of 8ervices �ebfuarY 26;2�25 e. Moisture-C7ensity Relations af Soils.7he pavements will be designed t€� acce�mmodat�the design aircraft(maximum t�kecrff weight less than 60,OOt1 poundsj. Use ASTM M�thc�d D 698, Sfandard Test fu9ethods fcar La.b�ratory Cornpaction�i�aracterrs#ics c�f Sc�ii tlsing S#andard Eff�rt(�2,4t10 ft-tbflft�.Four(4} total tests. f. Estimates r�f�arthwork shrinkage?swell bas�d on in-situ density test results and assurr►ed final density values, [include mo�sture-induced shrink/sweli determinatic�n for existing clays p�r A57M D4546-21, Stand�rd Test t��#hcads fe�r C7ne- L7im�nsic�nal Swetl ar Ccallapse Qf SaiJs:l g. ASTM D 1883,Standard T`est Method far Califc�rnia Be�rrng Ratio c�f Laboratory- �ompacfed Soits. Pr�vide ane(1)CBR t�st far each different maj�r soil type. Refer tc�FAA A�15(7l5320-6G,Section 2.3.�.11.3 fior additional infc�rmat�c�n re�arding nurn�er o�'CB�t tests, It is antieipated there will be four{4)total C�sts csn native subgrade, and twa(2)t�tal��sts c�n lfine andlor c�ment stabilized subgr�de{at apfiimum eontent caf stabilizing agent)j. h. Historically,subgrade stabilization is required ai this site; prcrvide recc�mmendatiflns for subgrade stabilization by chemic�l means (wiih lime and/or c�ment}-and �ptimum percentage. Geo#echnical Re�ort arad 17�si�qn R�uiew a. Prepare a draft report detailing the findings csf the geat�chnical investig�tian.The report will include a summary csf th��e�d investigation, site cctnditions, soil materials,groundwater analysis, r�commend�ations far s�il streng€h values and sukagr�de preparatian,fresst depth,patential for enc€�untering unsuitable materials, and appendices cc�nfaining the baring Ic�gs and tests perFormed. b. A�ter G{�NSUCTANT,and C3WPlER review r�f the drafk report, cc�rnplete the final report. c. Review the Engineer's besign Rep�rk prepared by the COIVSUl�TANT for confarmance with�h�geot�eehrsecal recc�mmendations: 1,4.3 Anal ze C1ata CCINSULTANT�; Analyze the data from the draft repcart and existing previQus geotechnical da#a, consisting c�f the failawing su�-tasks: a. R�view geotechnieal recommendations. b, [}etermin�appropriate data for pavement design. c. Evaluate existing paVement sections�or potential reGycling and reuse. d. Evaluate sh�nk, swe41, and consolidation potentiai. 1.5 ��ELI INARI`P,�►V�MEWT CIIESIGiU Th��dNStJLTAt�T will use-inf�rmation obtained in the gecatechnical investigati�n ta calculat�the pavement s�ctieans required ta suppcart the design aircraft using F,4A�AC 15t3/532(}-6G,Airporf Pavemer�t Destgn�r�d Evalu�fic�n.This work wilB consist af the ferticrwin�sub�tasks� � Page 9 caf 27 B�nfan Field Airport East T Hengar 7ax!larres Pavement Reconstruction and Drainage Improv�ments Engineering Design Scap�at Servrces February 26,2025 a. The CQNSULTANT vuil9 develop an aircraft fleet mix. This w�ll include reviewing FAA Traffic Flow Man�gement System C€�unts(7FMSC)� reviewing fleet mixes fc�r previc�us proajects at the,�irpo�t,cabtaining t?V�{NER input csn obserued aircrafE operations,organizing the data into a tab�e with aircraft type, Maxirnum Take-t':�fiF Wefgh#{MTt�W),and annual departures. b. The Ct?RISULTANT will perFarm pavement design using the FAA program FAARF'lELQ.This will incfude esta�lish�ng an existing subgrade stren�th based on CBR data fr�m the geot�chnsca[repcsrt, inputting the fleet mi�into th�model,and running th�pr�gram tcr c�bt�in the requi�ed thicknesses for r�ew pauemen#and aggrega#e base. GQNSIJLTANT will ev�luate up to three{3}pav€�ment sectie�ns: c. Th€�GUNSULTP�N7 will use FAARFIELD to determine requi�ed subgrade c�mpactian percentages at specific dep#hs.This wiBf be ee�mpared with gecatechnical rec�mmendations, existing soil conditions,and earthwork an�lysis tc� identify subgr�de c�rr�paction requ'r�ements for the Project are�s. d. The CC?NSULTANT will evaluate pavement r�habilitati�n optic�ns for existing pavem�r�ts b�sed an#h��anditican observed in the site investigation and the findings of the geotechnical invest9gaticrn. 1,6 PREI.ItV11MARY SIU�tFACE+GRAC�ING D�SIGt� The�GtNSIJLT�PlT will d�sign grading cs#the p�ved and unp�ved surfaces b�s�d on cc�rnpli�nce with F,AA AC 15Ci/5300-13B.This woric wiil consist of the following sub-tasks: a. The CUNSULTANT will create�l�igital Terrain 11Aadei (QTM}using AutoCAD Civil 3D; b. The CQNSULTAN�'will design faxilan�artd aprc�n grades that meet th�gradi'ng requiremen#s cafi�AA AG '9 50/53C10-138: c. 7h�CUNSULTANT wi11 cre�te standard cross sections indicating grades fae pavement. d. Tie-in locations may nok cc�nfcarm ta curren#:standards or u9timate design. Therefiare, transition zanes m�y be r�quired. The�C�NStJLTANT will design a finish-grad� surFace far each transi#ion area up tcr the adjoining pavement.The transition areas wilf m�et FAA AC 150/530Q-13B wher�pc�ssible while consid�ring constructability: e. The CC?�SULTANT will d�sign'unpaved infield�reas t€�drain �nd tie into exis#ing starm drair� infrastructure. '�.7 PRIELl1411NARY 57't�RM D tt�Q�SIGN The GQNSULT°1��JT wili subcc�ntra�k with Sharrah Dunlap�awyet�; Inc. (SG1S}ts�cc�nduct design imprcavemenfs-ta the storm drain sys#em in accc�rdance w�th standard engineering practic�s,local �iTY"requirements, Drainag��llasfer�'lan{dat�d September 2��2), and FA1�AC 15Q/S32a-5D, Airprart Crrairrage desagn.`�his work�vill ccrnsist�f the fallor�ing sub-tasks: a: C3esign storm drain pipes to cQnnect the neuv network of pipes to capture r+�noff and�xtend to the existing catch basin. l�esia�n the diameter;slcape,and material ta me�t the design fic�w per Ffi�1 A� 150/532C1-5�. b. Perform pip�sizing calculati4ns, inlet c�pacity c��cul�ations, and s�aread an�lysis 6etween structures. � Page 10 caf 27 BenPan Field�irp�rt EasP 7"kangar Taxitanes Pavement Reeonstruction and Drainage Imprav�ments Engine�eing Design Scope af Senrrees �etiruatv 26 2C�25 c, Design the staern water de#ention system p�r City c�f Redding pc�licy; using the curcent City of Redding H�C-1 mod�ls. l"he analysis wili determine the required vofume and c�u#1et cc�nflguration to limit runc�ff during the 1 U,25,and 1{�0-year 24-hcaur starm events to pre- devel�ped flows:TMe analysis wiil include detention faciliiy design and ve�lume calculations, stage-sts�rage-diseh�rg�caBeulatians,and preparation of d�tentic�n pPans and details to be included in the plans list�d herein. d, Prc�uid��I�-4 Lc�w Im�act Developm��s#�MP dssign and constructi�n de#ails in �ccordance r�ith Ciiy o#F2�dding Starmw�t�r Nl�nagemeni Program and the MS-4 Permit requirements. e. Incorporate the required Low Impact Qevelc�pment BMPs t�a mitigate for the prc�posed imperviaus area and comply with Gity af Redding pc�st constructian st�arrr�water standards, f. Prepar�MS-4 Permet cc�mpli�nce caiculat2ons, CEty t��"Redding regulated prc�ject summary and City of Redding post cc�nstructic�n Op�rations and Maintenance plan. g. "Ch� Pr€�ject is not anticipated to reault in a signifecant increase af impervic�us area. 1.8 PRELI�WIINARY PAV�MENT'MARKING DESIGN a. The Ct?NSULT�tNT will design pavem�nt m�rkings per FA�AC 150/5340-1 f�, Standards for Airpcart Markin�s. 1.9 RREPAE'�E PRELINItN�RY�Lp►NS T#�e G{JNSULI A(V7 will prepare ps-eliminary plan sheets depicting the prc�pased improvements. The fioflowing is a preliminary list o#drawin�s. . . ,. ., � . , * .. G-Ct09 Cover Sheet 1 G-(�02 Sheet Index, Legend, and l�bbrev�ations 1 G-tI2� Prcajec#Layout Plan 1 G-Q80 Pt�asing F'lan 1 c-�a� o�m�i�tNa�,�i�� G-4C11 G�rading and Drainage Plans 2 C-441 Rrainage Cm�rov�m�nt F"lans 2 G-6C?1 Pav�ment 11�arking Piar�s 2 « ,• . 9.1� PR�PARE PRELIMINARY�tdGINE�R'S C?�S1�R1 R�t'QRl" The COIVSULTAIVT'will prepare a Preliminary Engineee°s Qesign Repr�rt{E(�F2)tc,document the basis and findings of the preliminary deslgn.The report wili cont�in alternative de�ign concepts that were investigated and evaluated.The cc�st estienate wilf be based on a calculation of estirnated quantities and uniti pcice estimates,including appr��riate ccsntingencies. Elements c�f the El��t typically includ�the fr�llowing; � Intraduction/Scc�pe • Histary s�f the Existing System � Page 11 of 27 Benton Fie1d Airporf E'ast T-N�ngar Taxitanes Pavement Reconstruction and Dralnage impravem�nts Engineering Ltesign Scope of Senrices Feknaary 26,2tJ25 • Site Inv�stig�tion(Including P'hotagraphs) • Tc�pographic Surv€�y • Gec�technicallnvestiga#ion • Design Standards • F'�vement C►esign(including Fi�et Mix and F FI�LD Mad�ls) � SurFace Grading C�esign • Starm Drain Design + Pavem�nt ivlarking [�esign • lmpacts tc�F�A-Owned Facili#ies • Enviranmental Consitleraticans(Including Environmental Dcacumentation} • Availability of qualified and capable cantractor�tc� perform the�unrk • Deiineatior�af AIP EBigible and lneiigible Wark Items • DBE Participatian • G€�nstruction Safety and Phasing Plan/Consideratic�ns for Airport t�p�rational Safety • F'roject Schedule � �ngin��r's Estimate Probabie Consk�uction Cost • Clesign R�view M�etir�g Minufies �.11 Pt�EPA(R�F'R�L.4t�tNAFtY�CtJS7 E�TI�l1A'PE 1,11.'I Preliminarv Earthwork Analvsis Due to the extent af grading improvements, a detailed analysis of site volumes will b� required tc�determine excavation,�lla �nd c�tf-haul quantities.The CUNSULT�4NT will det�rmine cut and`fi11 vt�lumes using AutaC�C�. CfJN�Ut:TANT wil9 cQnsider existing �nd praposed pavement sections and unusable vegetated surface I�y�r unsuitable fcar subgrade fill material#o deteemine effective volumes_ 1.11.2 Galculate Estimat�d Preliminarv Quantikies The GC?NSUL'TANT will calcuBate nece�sary quantities for the various v�ark items. Quantitfes will be consistent e�ith the specificaticsns and��cep#able quan#ity calcul�ti�n practices. 1.11.3 Prepar�Pt�elirriinary Cc�st Estimake The Cf}NSULTA�lT will prc�vide a c�nstructicrn cos#estimate based an record cc�st data and similar work using the catculated pr�lirninary quarrtities: In additian to construction cost,the CURlSULTANT wili �stimate total eligibRe Project costs including�WPJER administr�tit�n, constn,rction administration; resident engineer services.and materials testiing.These additictnal ccrsts�+ill be pravided tio support the�Wi�ER in the grant planning process. Page 12:of 27 6entorr Fie(d Airport East T-N�nyer T`ax!l�nes PavementReconstructFon and Dr,�ln�ge lmprc>vemenPs Engineering Design Scope of Services Februarv 26 2025 1,12 P PA�I�PR�LI 1PI�RY SUBR�iITT°�lL 9.12.� Cnternal QA Review Th�QA staff assigned by the PM,typically a#least a Senior Project Engineer,as part caf the quality cor�troi prc�gram wii!perform an int�rnai revi�w of the deliverables listed below.The r�view will b�:perfr�rmed using Bluebeam soitware.The PM wifl review the QA markups, determine the carrectiv�acEfan,and dir�ctthe changes. The QR reviewer will backcheck resofutian c�F c€�mments before re6eas�of deliverables. 1.12.2 Submit Pr�lim�narv Delivecable$to C?WNER The CC)�15ULTANT w'sil�nalize assembl}�af the d�iiverables listed bel�w and submit fia the C}WNER fcar review.7he deliverables will be submitted elecirc�nically using Newfocma file transfer s�ftw�re. TASK 1 L}�LIVE �LES 'I) Kickof�Me�ting Agenda and f�inutes—Elsctrc�nic submittal 2) Design Review Meeting Agenda and Minutes—Electronic submittal 3) Preliminary P9ans—Elec#ronic stabmitt�l 4) Preliminary EaF2(including cc�st estim�Ee)—Electronic submittal "iA;SK 2 60%o ANC19+�Q1�CfESlGN 2.1 PRQJ�CT�t9,4NA.GEM�N1 At�[3�t?C1F�D1NA71t3N Prr�ject management tasks during�'ask 2 wilB c�nsist af the feallc�wing: 2.1;'9 U�date PMP The PN9P craated during Task 1 wifB b�upd�ted to incorporate the 1a�est Project pr�t�cols. 2.1:2 tJt�date Schedule Tfie schedule cr�ated during 7ask 1 wil[be updated throughout design base�i c�n review tirnes by the C7WRIER and F1�A: 2:1.3 Ct�carclin�te Intem�f Desiqn T�am The PM will continue to caardinate and mcanitor internal work pr€�gress during Task 2. 2.1.4 Coardinate Subcansultants Tt�� P�rl will cc�r�tinue to c�ordinate and rr�tcanitc�r sut�eorasultant wcark pr'Qgress during Task 2. 2;1,5 Quaiitv Gs�ntrcal�rc�c�r�rn The PM t�vill cc�ntinu�to review the QC checklisfi,and the design team wid9 cont'rnue tic� update th�design ics�durin�Tas�2. The PI�and assigned QG team members vuill regui�rly r�vie+�v w�ric perFc�rmed by khe desi�n team. Prior to finalizing tW�e 6tf°./fl and 9CJ°l�submitkals,the assigned Qf�team members wil(review the documents to be submitt�d. � 1�� g�� Benfon Field Airporf East 7°-Hengar Texilene�s Pavement Recanstructian and�rainag�lmprovements Engineering Design Scope af Services F'ebruaay 2S,2iJ25 2,1.6 Proi�ct Contrc�ls The Piv9 wili continue to maintain the Praject budget;spreacisheet,track casts, and prepare invc�ices as defined in Task 1. It is anticipated that fnur(4)invoices will be pre�pared during T�sk 2. 2.2 Pt�(?J�CT{ti�EETiNGS APJa CC)1�4�1JNICATI�N The Ct�t�SULTAN7 wiil participate in me�tings and ca11s during Task 2. ivleetings and cammunicativn items will be�s faallows: 2.2.� �ii-Weeklv Ir�ternal F�rac�ress Meetinqs �he PM will conriuct bi-weekly meetings with the internal design team to discuss 1he Prt�ject schedule and work progr�ss. Up ta five(5}members from CaNSULTANT team (anti�ip�ted to ccansist of PM, Sen9or Prc�jeck Engiraeer, Engineer(li, Lngineer!; Technici�n 1V�wiBl attend each meeting. Up to eight{8)meetings are anticipated dueing `i`ask�: 2.2,2 ManthlY Practress t�eetincLs witi�C3VVN�R The CUNSULTANT will canciuct month[y meetings wi#h the OWNER to discuss the Pro�ect sche�uJ�,wark pragr�ss,and ccrordinatian items: Up to tw�{2j members fr�m Ct7N�UL1'ANT team wi(I attend each mee#ing (�nticipated to cansist c��PM, Seniar Prc�ject Errgine�r).Up ta four{4)meetings are anticipated during Task 2.The meetings will be��held virtua�ly. 2.2.3 Mcanthlv Pcoqress M�etinqs with QWNER and F,�, The Ct"�NSULTANT wiH attend monthty meetinc�s with the C7WNER and the F+4A t�r discuss the-over�ll Airpork program, including but nc�#limited ta schedule, progress,and c��rdinatic�n items. Up t�two(2)rnembers from CC►NSULTAN'TTeam will attend eaeh meeting(ant�cipated ta c�nsist ofi PiUI and Senic�r l�roject Engin�ee). Up to fcaur{4) meetings are anticip�ated during Task 2.The meetings are anticipated tc�b� held virtually�rsd be conducted by the FA�4, 2,2.4 Present 60Im Submittai to UWIU�R The CC7NSULTANT will prepare for and c�nduct,a meeting wi#h the QWNER to present khe 6Q°lo design submittal. Up to thr�e(3) rnembers frc�m Ct�NSUL.TANT team will attend(ant'scip�ted ta ccar�s�st c�f PM,Senior,a;ssoci�te. and Er�gineer t4B}.The fi0°lo me�ting is anticipated t�z be held virtually:The GQ�ISULTANT witl prep�sre an agenda, exhibits, and minutes tca support the meeting. 2.2.5 Present�(}°!�Submittal fio(?WNER and sife Visit The CUNSUL7'ANT will prepare#or�nd concfuct�meeting with the C�WNER fo pres�:rst the 90°lo design submittal.l�p tc� #hree(�}members from CC�NSULTANT team wiil att�rrd in-person(anticipated tcs consist€�f PM, Senior Associat�, and Engineer III).The 90°la m��ting is anticipated ta be held at the Airport.7he Cf��1SULTANT'wflf pr�pare an agenda,exhibits,and minutes tcz support th�meeting. During the same trip,the CQNSULT�N7 will investigate the site to document exisfing conditions based c�n sp+�ci�c items iden#i�ed thrcrughr�u#the 6tl°lo and 3�%design. �" P�ge 14 af 27 BenPon Fiedd Airporf E�st T'-liangar Taxilanes Pavern�nt R�construcdion and G}rainag�dmprove+nents Engineenng Desagn Scope caf Services �:bruarY 26 2025 2.�,6 Genera(Ca�mmunicatian with UWN�R 7'he COIVSIJL7A,Nl`will cc�mmunicate with th�QWNER thraughau#Task 2 via phon� �alls or�mail in additian to khe meetings listed herein. 2.3 B�°fo AP�D 90°!o PAVEf�ENT CI�SIGIV The CtJN�lJL7ANT wpll update the pavement design based an�WNER's and FAA's review of the Prefiminary and 6tI°lo d�sign de�cum�nts. 2,4 6Q%AA9G�90°ls Sl1RFACE � DlN��I�Sl+GN Th�C(7NSt1LTANT will re�ne the sutfiace grading design based an OWNER's and FAA's review af fhe Prelimdnary and 5Q°!e�design dc�cuments, The GC?NSULTANT will generate�h�surfaces tic� th��cur�cy r�quired fc�r cc�nstruct��n.The design wi{{consist of the fcailowtng elements-and cansiderations: a. The Ct7NSULTANT wip update the DTN#f€�r#he finish ground surface using AutoCAD Civil 3D. b. The CC7RISULTANT witl-update the taxilane and apron gr�des. c. The COi�SULTANT will ereate d�taided cross sectie�ns indicatir�g grad�s f�r pavement and unpaved areas using Givi1 3D ca�rridors and assemblies.The cross-s�ction slop�s wilf be design�d tca meet the transvecse grading requirements of AC 150J530C1-13B. d. The Ct�NSULTANI'wili upd�ts the finish grade surface for pav�ment transition areas. 2.5 60°Io AP�C}9tt°fo �`s°�C�E2�9 D lid D�SlGN The CCIN�ULTA[V7 will subccrntract with 5harrah Dunlap Sawyer; lr�c.(SC]S)ta updat�the stcarm dr�in design b�s�d on �WN�R review of the preliminary and 60°lo documents. 7he C�NSULTANT will upd�te#he plans to the accuracy requi�ed far construction."�he design will cc�nsist of the following elem�nts and ccsnsideratis�ns: a, The GC7NSULTAfVT will upd�te the s#orm dr�in pipe design based on updates. b. The GONSIJi.TAi�T wrill model the pr�pased starm drain infrastrucfure using AufoCAD Civif 3D pipe n�tworks and c�enerate plans and pr�files for each starrn drain. c. The CC7N�UI�TANT wi1{update stormwater detentitrn syst�m design and MS-4 c�mpliance elements based on 60°!p and 90°fa design updates. 2.6 E�RE6�ARE 60°la ANb 90°l�P P1S Based on OWiVER ar�d FAA r�u�ew af the prelimin�ry and 60% submittais,the GUNSULTANT wip upd�te the�9ans#or ihe 60°lo and 9U%submittafs.The CQNSlJLTANT will prepar�pl�n sheefs depicting the propcased impr�vements.The following is a general'Cist taf drawir►gs typical for this proj�ct type: � Page 15�af 27 Benfon Ffeld Airport East T-Nengar 7axilarrss Pauement Rec4nstruction a�d t�rarnage Improvements Enyineenng Dasign Scope af Senrices February 26,2025 e • r 1�. �; ,r; �-Q01 +�over Sh�;et 1 G-Qfl2 Sheet lndex 1 G-f}fl3 Legend&AEatareviations 1 G-fld4 �ener�l i�ote� 1 G-U21 ProJect Layout Plan 1 G_Q4'i Sunrey Control Plan 1 G-Q81 Consfieuctian Safety and Phasin� Plans 2 G-Q91 Cca�struction Safefiy and Phasisag Ctetails 1 8-Q51 Plan and Log of Sc�il Bordngs 3 G_t�21 Erosicsn Cc�ntral Pl�ns 2 C-031 Erosfon�an#r�l L7etails 9 C-Q51 t7em+�fiti�r�Pfans 4 G-�61 Demo}itic�n Details 'I C-t}91 Existing Canditions 4 G-101 Grading and Dr�inaye P1an 4 C-301 l'ypical Se�lians 1 G-311 Paving Details 1 G-441 Storm Dr�in Pl�n and Profiles �It► C-451 S#orm t�rain IJetaifs 1 G-461 �7etentic�n Basin lmprav�m�nts 1 C-651 Marking Plan 4 C-671 Marking Details 1 . .x . 2.7 PF2EPARE 6t1°lo At�D 90qIo S�'�CIFtGAT14NS The G(.7NSl!l�TANT wll!assembBe the specificatiaans as stat�ci belaw fcsr the t�WN�R to us�in c�btainrng competitive b�ds for the work. The dacuments wi11 m�et current FAA Standards for AIP- funded prc�Jects and incorpt�rate GWNER-spec3fic�pecific�tionslprovisions when r-equir�d p�r FAA instructian. 2.7.1 Biddin anct Cs�ntract�ocurnents The FAA requires the foll€�wing secti�ns be inc6uded in the bidd'sng dacum�rsts��ar�zIC Federally fur�ded pr€�jects.�fJRlSt1LTANT will assist the t)WNEF2 with preparing fhe rlc�cuments bas�d e�n tbe+QWNER templat�supplem�nted with F standards.Wher� th�UWNER has additiona(ar esverlapping requirements,CONSULTANT will review the bidding and contr�ct docum�nts provided by the OWNEF2 and notifyth�C7WNER of conflicts. GOtVSt1LTANT'wiil enclude appBicable OWNER r�quiremenis in the bidding and c�ntr�ct doeuments:The dc�cuments must include the fcallcawing s�etions: • PVr�tice to Bidders(Advertisemen#fcar Bids) • FAA Lnstruc#ic�ns ta�idders � Page 16 of 27 Benfon F1eld A1rpaR East'T Narrgar Taxilanes Pavemenl Recvnstructfon and Drainag�improvements Engineering f7esign Scape�of 5ervices Februa 26 2025 s Prespc�sal Farms • Statement of Quali�catiQns . Bid Sche�iule « Sarnpl�r�greement • Insur�nce Requirements • BQnds and Guarantees 2,7.2 UW�IER Gener�i Prc�visi�ans The CC}NSllt,TANT vuiil caordinate with th� OWNER to incfude the OWNER-specific �ener�l Pr�svisiaans in the sp�cificatic�n package.The CONSULTAPI'C wil( perfnrm a review#c�identify areas in the t�WNER-sp�cific General Provisec�ns that may cc�nfiict with �equired�edeeai Contract Prc�visior�s ar�d t�te�AA Gener�l Cantract P�`ovisicans and prQvide comrn�nts�tr�th�C}1NNER for their c€�nsid�ratian and actian. 2.7,3 Reauired Federal Confiract F'rovi�ions Federai laws and regulations r�quire that speci�c cantr��t presvisians be included in federaiiy funded contracts as established within the gra�rt assurances:The C�N�tJL"fANT'wiii prep�re the Rsquir�d Federal Con#ract 1'rc�visions:Th�s� requirements caver the following: s Affirmative Action Requirernent • Buy Amerlcan Preference • Givil Rights � [3avis-B�con Act f2equirements + Disadvant�ged Business Enterprise • Equai Emptoyment�pportunity » Federal Fair Labc�r Standards,4ct(Minimum Wage) � L�bbying and Influencing Fedec�l Employees • F�rohibi#ian of Segregat�d Facilities • f7ccupatic�naJ Safety and l�ealth Act 2��7.4 Prc�ject-S�ecific Sr�ecial Provisie�ns for�irc�ott Ctanstru�t�can The CC}NSULTANT wiN;prepare Special Prauisitsns to�ddress or expand carr cdnditions specific to cc�nstruetican an airparts. Special Pravisians typieally inceude the f�s(Ic�wing items: « General Safety Requirements, Airfield Safety and'fraffic Control • Gonstructi�n Sch�du{e Requirements • Time Limitatians d Work Heaur Lirnit�aticsns • Liquidated bamages a ProJect Sequencing�nti Pcatential Delays • Barricades and Runway Clr�sure Markers • Radio�ommunicakion « Acc�ss and Security � Required Training • General Site Infc�rmatian and Requirements � Page 77 of 27 Benton Fi�ld Airport Eas#T-Nangar T�xi�anes Pauement Reconslruction and i?rainage lmpmvements Engineering Design Sc�,ae of Senrices FebruarY 26,2Q25 * Constructican Staking and Survey Layaut • Submittal Proc�dures • ,Schedule c�f Values • Miscellaneesus Material Specificatic�ns • Recard T}rawings • Certified�"ayecall FZequirements • F"roject Pay Ftequest l�equir�rnents • Contractdrs Constructic�n Superintendent Requirements a �adging Requirements • Gat� Guard Requirements • Gfty c�f Redding Standards{as permitted by the �AAj + atormwater c�uality�nd Infiltratic�n Device� • Asphalt Goncrete(fcar t?WNER-only eligible pavements) 2.7.5 FAA Standard 5�ectfications for Gonstructic�n of�irc��r#s The C4NSUL1`ANT will prepare FAJ�General Gontract Provisicans,general canstruction items, and technica!specifrcations per FAA AC 15015370-1 flH, Standard SpecFffcati�ns for Constru�tidn oiAirpc�rts.The foilowing FRA Standard Sp�ci#icatic�ns are expected in this:F'rc�ject: a. Park 1�-General Cc�ntract Provisian i. Section 1�De�nition c�fTerms ii. S�ection 2Q Prop�sal Requirement�and Ganditi�ns iii. Section 30 Award and Execution crfi�ontr�ct iv. 5ectian 40 Sc�pe of W�rk u. Sectian 5Q Cc�ntrol c�f Work vi. Sectic�n 60 Control crf Materials vii. �ectic�n 7t�Legal F2�gul�tions�nd R�spc�nsibility tc�Public viii. Scction 80 �xecution and Prcagress ix. Sect�an 90 Measue�ement and Payment b. Part 2—Gen�ral Construc#ian Items i. Item C-�Ut7, �antractar Quality Contral Program(CQGP) ii, ltetn C-'102,Temps�r�ry Air and Wat�r Pc�llution, Sail Erosion,and Siltation Con4rol iii. It�m C-1�5; Mc�bilizat�on iv. Item C-°I10, Methad of Estimating PWL c: Part 3_Sitework i. Item �-�Gi1, Preparatic�nlRem��al aaf�xisting Pav�ments ii. Item P-151', Clearing and Grubbing iii_ Item P-152, Excavatian, Subgrade,ar►d Embankment iv. Item P-153,Cor�treslled Law-Streng#h Material (GLSM) lfiem P-154, Subb�se Ccrurse d. Part 4—Base Ccsurses i. It�m R-2a8,Aggregate Base Course � Page 18 of 27 Bentan F1eld.Airpdrt East 7-Hangar TaxilanesP�avemer�t Reconstrucfion and Qrainage tmprovemenfs Engineering C3esign Scope df Sen+ic�s Februerv 26,2025 e, Part 6—Flexihle Pavements i. It�m P-401,Asphalt Mix P�vement f. V'ar€9—Miscellan�ous L ltem P-603, Emulsified Asphalt 1'ack Caat ii. Item P-6'I�, Concret�for(t�isc�llan�ous Struetur�s iii. Item P-62�, Runway and Taxivvay Marking g. Part 11—Drainage i. I#�m D-701, Pipe for Storm Drains and Culverts ii. Item C�-751, Manholes,Catch �asins, Inlets and Inspecti�an Holes 'sii. ltem G-752, Cancret�Cuiv�rts, 4�eadwalys,�nd Misce4}aneous CJrainage Structures iv. ltem C}-754, Concrete Gutters, t7itches,and Flumes 2.8 PF�E�,�,RE 6ll%A�#T}�0°to �NG1f��R°5 ��1GN`REPC?RT Based e�n C?WNER-and FAA review of fhe pr�;liminary and 6Q°10 submit�afs,the CC}NSULTANT will update th� En�ineer°s aesign F2eport(EDR)."fhe�i(l%and 9fl% EC►R vvill furkher define Prc�ject design consid�ratic�ns�nd track decisir�r�s rnade during tMe d�sign pra�cess. 2.9 SUB�AIT F FORR�74+60-1 COhlSULTANT wiil,generate t�ne{1�7460-1 submiss�on for the proposed fin�l Pro�ect c�anstruction,fihis submission will inelude exhibits{s)identifyir�g�perati�rnal cl�arances of raads, aircraft mavernent are�s,and structures. The exhi�its wiil require latitude and It�ngitude coordinat�s for ali prt�posed n�w work. CON,SULTAN7 wili submit the 746Q-1s and related exhibits electrc�nic�lly theaugh the abstruction Evaluatican/,�irport Aarspace Analysis(f3E/" }pc�rta!for�AA review. 2.1t1 PREPAFtE 60�10 APlt)90%'� Ct��T ESTIIi�A7E 2.10:1 6(?°�O and 9a°10 Earthwark Analysis The CQNSLJLTANT wili upda#e the earthwork anafysfs based+�n the 60°lo and 9(?°l0 design. �.10.2 Cal�ulate �stimated 60°Z�and 90%�Quanfi#ies Thte CC�NSIlLT�tNT wtll u�date#�e quantfties based an the 6{l°!�and 9tl°lo desigrr. 2.1Q:3 Pret��are 6a% and 90°l� Ccsst Estimate 7he CONSt1L7ANT will update the cos#estimat� hased+�n the 6{7°la and 90°fo design. 2.19 PREAARL GC3h1STRUCI'lQN SAFE"fY AND PHASlNG PLRN 2.1'1.1 The CC3N5lJLTANI"wi(1 prepare a Ce�nstructic�n Safety and Phasing F�lan(C�PR} d�a�ument in conformance with F�,A St�ndards and FAA AC '15t3/5370-2G, t�p�rafional Safety c�n Airports C7uring Consfruction. 1'he fina9 CSPP will be included in th�bid documents pack�ge and generaliy includes the fakiowing informaticrn: a, tJverview and Purpose b. Ce�nskructian Safety Responsibility of�ach P�rty c. Construction Phasing, including: � P�ge 19 af 27 � Benton Frefd,4irpcart E'ast T-Nangar Taxidanes F'avement ReconsYruction and�rain�ge tmprovements Engineering Design SCope of Services Febn,atY2&;2025 • Tasking and time limitatiions:Ta es#ablish a fair ccsnstructican duratian, the CfJNSUL7A9J�'will prepare an estimated critie�l-path construction schedule, The sch�dule wiil be based on productivity rat�s c�bs�rued in simiiar projects. This scheduBe will nat reiie�e t}�e contrac#car af th�ir responsibility t�prepare a detaiied schedul�c�f work n�r allaw th�m ta modify the perfarm�nce durati�ns of the e�ntract. • Areas and taper�tions af�ected�y canstru�tion: • Wildlif�rnanagement. • Nazardaus materials managemer�t; • Inspection requirements. • M�rking and signs fior access routes: • Prcatectiean of runway and taxiway criticaf areas. ' Safety plan cc�mpliance document. d. Construction Safety and Phasing Plan Sheet(s) 2.11.2 After OWNER revie�v and acc�ptanc�,the CSPP will be uploadeti t�the UEAJ�A�nline port�(fc�r FAJ�review�nd apprcaval. CONSULTANY will generate�n�{1)7460-1 submissian for the paoposed Cc�nstruction Safety and Phasing F'Ian (CSPP). Submissic�n will follow g�aidance provid�d in FAA's Stand�rd Qperating Prescedure (S�P) �.00—FAA EvaBuatwon c�f Sponsor's Const�uction S�fety and Phasing I�I�ns, These submissions will include exhibits identifiying poia�ts-c�f-inter�st in latitude and langitude coc�rdinates, includir�g wc�rk site area,stagingf�tr�ckpiBe locatinns, construction equipment heigh�s, and haul routes: 2.92 PREPAR�60°la A1VC3 90°la StJ�MITTAI� 2.12.1 Int�rn�l G2A Review The C2A stai��ssigned taythe�'�i as part of#h�quality c�ntrol pror�ram will perform an internal review fcsr the 6C}°I��nd 9D°la subrnitt�!deliverables listed below. The review will be perforrned using�luekaeaen sofkr�+are.The PM will revie�the�!A markups; d�termine the cc�rrective action, and dir�ct th�chang�s. The QA r�viewer wili backche�k resolutic�n af comments bef�re release af deliver�bl�s. 2.12:2 Submit 6�°Ia and 9t7°l� betiveraka(es tc�C�WNER The Ct7NSU�TAN7 will finalize assembly af the 60%o and 90%a del�verables listed below �nd submit;to the t�WNER for review.The delive�ables will be submitted electronic�ily using Newforma file transfer software. T,RSK 2 DELIVE' BLES 1} Design Revie�Meeting l�genda and Minutes—Electronic submittal 2} 6C1%and 9t}°lo Plans—Eiec#rrsrrcc submittal 3) 6t�°fo and 9t7°la Specificatic�ns—Electrnr�ic submittai 4} �U°I�and 9�°l� Et�R(including C4st Estimate}—Eleckronic submitital 5) CSPP—E9e�tronic submitt�l � �� Page Zp af'27 9snlon Fietd AirparP East T-Hangar Taxilanes PavemanP Reconstrucfion and Drainac�e lmprovemenis E�agin�ering Oesign Sc+ape o{S�rvices February 2& 2025 T�9�� ►�.��w�r'�`a 3.1 PRC?J�CT MA► GEfl��i�T AAtti�C�ORDINATICCIN Project m�nagement t�sks durin�Task 3 will cansist of the#allowing: 3.1.'I U�da#e Pt�P The Piv1P cre�ted during Task 9 will be updated to incorpcsrate the latest Project prc�tacols. 3.1.2 Update S�hedule The schedule created during Task 1 will be updated thraughcaut d�sign based on review tirnes by the OWN��:and FA�. 3,1,3 C�c�rdinate Internaf[�esiqn T�am The PM will conlinue to coordinate and monitor internal wcrrk pragress during Task 3. 3:1:4 Caordinate Subconsultants Subconsultant w�rk wi1{be compteted by Fina1 t�esign and cont9nued cc�ordinatiern is not required. 3:1:5 Qualiiv�ontrca! Prc�ar�m The �'Rfl will camplete the review afthe QC checklist�nd the design team will finalize the design i€�g during Task 3. The PM and assign�d QC tearn memb�rs will regularly e�view wark performed by th� design team. f�rior ta issuance of#he f�nal design, the assigned QA team members will reviewo the ctocuments ta be submitt�d. 3.1.6 Prca�ect Conteols The P�l will continue tt�maintain the Prc�ject budget spreadsh�et and, track costs and prepare invoices as defined in Task 1. lt is ant%cipated th�t one(1)inveaice will be peepared dur�ng Task 3. 3.2 PROJECT RlIEEI"INGS,AN[3 CQ UtdICATIOPI The GONSULTANT�ill participate in meefings and calls during Task 3. Meetings and communicatic�n iterres will be as foll�avus: 3,2:1 �i-Weekiv Internal P�c�aress Me�finas The P�tl wiCl ccanduct bi-weekly meekings with ti�e internal design te�m fo discuss the Prc�jeck schedule and wa�k prc�gress. Up tc�five(2)members fram CQNSUL7ANfi team will attend each me�ting (ankicipated ta ca�nsist of PM,S�enior F'roject�ngineer, Engineer Ill, �ngineer t,Techn�cian IV), Up to two(2)rneetings are anticip�ted during Task 3. 3.2,2 Monfihlv Prr�qress Meetinc�s with OWP�ER The CCI�lSULT,4NT wil!conduct m�nthly meeting(sj with the C?Vl{NER to d�scuss the P�ojeck schedule, w+ork pr�gress, and ccac�rdinatifln it�ms_ t1p to twcs(2)members feom GC7NSULTANT te�m will attend�ach meeting(anticipated#c�consist e�f PM and Seniar Project Engineer}. C7ne(�}m�eting is anticipated during T�sk�.�'he meeting will be h�ld virku�lly. 1 Page 21 of"27 8enfan Field Airport East T-Hangar 7`�xilanes Pauement Raeonstructlon�nd Orainage(mprouements Engfneering Design Scope oF 5ervices FedrvarY 26,2�25 3,2.3 i�onthly F'roqress Meeti�g_s with C?WNER and F The CC1NSlJLT�,NT w�ill attend mtanthly meetings with the aWNER and the FRA fo discuss 1he ov�rall Air�a�rt prc�gram,including but not limited to schedule; progr�ss,and cac�rdinati�n items: Up t�a twa(2}member�s from GONSULTANT Team will�ttend��ch m�eting (anticipat�d#e�cc�nsist of P{�1 and S�niar F'r�ject Engine�r). Up tcs cane(1) meeting are anticipated during Task 3.7`he meetings are anticipated to be held virtually and be ccrnducted by the FM. 3,2.4 General Communication with t3WNER . The CC?NSU�.TANT wifl communica#e with the C3WNER throughau#Task 3 v�a ph�ne calls or emaiC in additic�n to the meetings listed herein. 3.3 P�EPARE-FIAl1�L C� NS Based can C�WPIER and �RP,revi�w of the 90°l�submittal,the GQNSULTANT will update the pians. 3.A� PR�P�R��IfdAL SP'ECIFI�ATIOMS Based c�n�WN�R and FAA r�view c�f the 90°la submittal„the�dNSUL�'�NT will update the specificatit�ns. 3.5 PFi��1�RE IFIN.AL EhiGItdEEFt'S�7iESiGf� F�EPt?R1' Based on QtlVPJER review t�f the 9�°fo submittal, the CO�ISULTP�RIT'will update the EDR: 3:B PREPAR�FIFlAL GL?ST ESTI�flJ�TE 3.6.1 Calculate Estimated Finai Quantities The�t7NSU�TRNT wiA'update the quantities based on the fin�l d�sign. 3.6,2 Pre�aare�in�l Ct�sk Estimate The C(aNSt�LTANT wi[I update the cost estimate based csn the final design: 3:7 PfZEPAF2E FIW,4L GqNSTRl1C'Ttt]PJ SAFETY�NC)PHASIPIG F' M Based an OWNER and F review of th�9�°/a submittal,the�{�f�SUL7ANT wiCl update the GSPP. 3;8 PR�P14FtE F1Pt�L SU�IiAIT1't1G 3.8.9 IntePn�I QG Revi�� The PiVI and Q�staff assrgned by the Ptvi as part of the quality ccan#rol program will perform an in#ernal review caf the fnal updated deliverables listed belcaw.The review will be perFcarmed using Bluebeam sc�ftware;fih�Pfvi will re�riew the QA rn�rkups,determine the�orrective actiran, and direct th�ch�nges, The QA reviewer will backcfi�ck res�lutic�n af comments before release of deliverables, � Page 22 flf 27 Benton Field Airport East r:Hangar Taxi/anes Pavement Reeonstruction and Drainage Improvements �t?g11188I1C1g L}951g'!7 SCppb°Of S811i%G23 FBbsaJe/y 2& 2025 3.8.2 Submit Final [7�liverables tca 4WNER The CC7iV�ltLTANT will camplet�assembly�f the final deliverables(isted belcaw and subrni#to the QWiVER.The deliverables wili be submitted electronicaUy using N�wforma file transfer sc�ftware. 1'ASK 3 DELIV� BL�S 1) Final Rlans—Efec#r4nic submittal 2) Fina(Spe�ifications—Electronic submittal 3) Fire�l EDR(inc�ud�ng Cost Estimate)�-Electronic submi#tal 4} Final CSPP—Electronic submittal T�S1C 4 Bl�AD [N1ST Tl0 4.9 PRGIJECT Rt1AN,+�GEIh�EhIT AMD��tJRDIRi,�TIbN Project manag�ment tasks during Task 4 wifl consist at the following: 4,1.1 Undate Schedule The schedul�creat�d during Task 1 will be updated to sh�aw bid administratian milestones. 4.1.2 Prepare lr��oices The F'M will continue tc�fr�ck costs weekly�nd prepare invoices as d��ned in i'ask 1,It is anticipated that t�ne(1)i'nvc�ice wi11 be prepared during 7ask 4: 4.2 PRt7dECT E�TIPiGS AI�[�CCIMA�UNIG�TIOW The Ct?NSULTARtT will parti�ipate;in meetings and calls during Task 4.Meetings and cammunication items will be as folCows: 4.2.1 Monthlv Progress M�etinas with CIWNER 7he GCJNSUL`fAl�7 will canduct monthly meetings with the OWNER tc�discuss the PrQject schedule and coordination items. lJp to two(2)members frc�m GQNSl1LT�h1T team will att�nd each me�ting (anti�ipated t�c�ansist af PM �nd Senior Preaject �ngineer). Up ta ryne{1)meeting are�nt�cipated during l"ask 4.The meetings will be h�ld virtually. 4.2.2 Pre-Bici G�nferen�e T`he Gt3NSl1LTANT will prepare for and�ondu�t a pre-6id conference with potential cantr�cEors and�he C7WC�ER to review the Prc�ject and answer questions. Up to twer(2) members fram Gt�NSULTANT team will att�nd in-person(anticipated tc�cc�nsist of PM and �ngineer 111�,'the conference will b�conducted at the,8,irport and inclu€ie a site visit. `fhe(�V4�NER will presvide escc�rt tc�th�prsaspective bidciers ta view fihe Prsaject site�: �C}NSTl1L'PAiVT will prepare a mee#ing agenda and minutes f�r d'istribution by the OWNER.l'he CQNSI�LTANT will prepare half-size graphic te�illus#rate the Praject ta patential contractors, � �age 23 c�f 27 Bentan�iefd�lrp4rt Easf T-Ffang�r Taxilenes P�vement R�constructian and t7rainage Jmproverrrents Engineering D�sign Scape of Sen�ices �ebruar,y 26.�'0�5 4:2.3 Gen�ra!C�mmunica#ioe�with QWRIER The Ct�NSULTANT will comrrtunicate�ith#he flWNEFt throughout Task 4 via phone calls or�mail in�ddition#o the mee#ings listed herein. 4.3 RESP�ND T�BICI�IERS'QUE57`IC�tWS` During the bitlding pracess,the CONSUI.TANT wiil cBarify the bidding ciacuments and answ�r questicans ircam prospecfiive bidders. CC?NSULTANT will receive bidder questi�ns and issue responses in a fc�rmal addendum.Bidders may seek cl�rificatic+n eaf the bidding documen#s up tc� Qne(1)week befoce the bid is due. 4.4 BID A[�DENQA The CQNSUL7�iNT will assist the t)WNEFI t�prepare bid addenda to interpret, clarify,�r change the bidding documenCs dur�n�the bid pracess. The C)WNER wiil be re�pc�nsible for�issuing#he addenda to the plan hoiders. Up to twc� (2)addenda are anticipated. W�.� Qtl.�igtiGY'�YY�y.�Il.f 9d"'A63&+RL$"1�:1�VBYi:MIYI.AiriJ�s?Tl.l"�tl'V4MIYt'11r1a71w7 The UWNER will perform the initial bid reviewr for ce�mpliance with Instruetia�ns to E3idders and determine if each bid is respcansive. The CQNStJ'L7,�IVT will review all re�sp�ansive bids fcrr adherence ta the c��uirements ofi the bidding documents:The CONSUL7ANT will prepare a spreadsheet c�f b��Js and bid�kems for each bidder.The�C7NSUL7ANT wilf input the as-bid unit prices into the spreadsheet and c�nfiirm mathematical comput�tions tzf the bids. Gt7NSULTANT will evaluaf�unit cnsts te�ch�ck for unbalanced bids. The CON�IILTANT will provide the OWNER with the narne of the Apparent Low Bidder. 4.� PFtEPARE t2EGtJ�IUI�t�[3AtlUIV QF A1W,AF2G1 The CONSULTANT wi(f prep�re a Recammencl��ic�n af,4ward far th�CsWNER te�accept�r rej�ct the submitted bids. lfthe recommendaticsn is#o aw�ard,Ct�PiSULTAi�I'wili prepare a fcarmal letter recommending acceptance by the QWNEt2. I#the recommend�;tian is tca re�ect�l1 bids,the Gt�NSUI.TANT wil!suppiy an explana4ian for#he recc�mmendation�nd p�ssible altemative actic�ns that th�C}WhIER might be able tca pursue t�a ceamplete the Proj�ct. TASK��L1VER,�BLES 1) Pre-�id G�anferen�e Minutes--Erecfranic suk�mittal 2j Advertisem�:nt for Bids=Eleetronic submittal 3) Bid C}ocuments—Elect�onic submittal 4) Bid Revie�+, Bid Tabulation,�nd CostlP�ice Analysis—Electrcanic submittal 5} R�camm�ntlati�n of�ward--�lectronic submitt�i �� VIC�S T E P �V`IDEt� Y THE fl E The C�WN�R and CUNSULT�4NT agree that the following items will be prcavid�d by th� UWNER. 1f these car any additionai items are added ta#h�CU�15tJL1",ANT's secape of servis�s,they will be ct�nsidered extra services and require a negcstk�ted fee and an amendment tt�the�ontract. � Page 24 c�f 27 eenron Fierd A;rporf East T-fiangar Taxilanes Pavement RecansPruction and G)rairrage ImprovemenBs Engine��in,g pesign Scope af S�rvices February�6 2Q25 1) Payment af fees,easements, and permit fees from city,state, ccaunty,utilities, and others. 2) Outreach t�tenants and other sh�rehald�rs to cc�nVey the Project goals and toming, 3) Required p�rmits will be managed and�drninistered by�71NNER car cather parties unless specifically identified in G�?i�SULTANT sc�pe af serrices.These perrnits may include,but are not lirnit�cf ta, Feder�l[and St�te]environment�l clearances (ex: �9ean Water Act 4d4 permi#, NEPA, NF'DES; C�ean Air A�t}; pubiic utility cc�nnection permifs and revi�w fe�s; canstruction/contractor permits{ex: hauling,erc�sion cs�ntrol, stc�rm wa#er, air quality�fugitive dust). 4) Ga+nduct airField safefiy training for su�consultants. 5) Access(and�irFeld escorts if required)to#he site ft�r Gt�NSULT,4N'i`and subccansuktants.Airfi�ld esco�ts�re anticip�ted for surv�y work in proximi#y c�fTaxiway B and tying into runway e�d monuments: 6} Access to the site for prospmctive bidd�rs during the bid advertisement. 7) Transmissian aaf data t� CG►NSIJLT�,Nl'such as reports,"as-built"draw{ngs, �nd other informatic�n related fia�he Prc�ject. 8) Review�f draft documents from Gt7NSULTANT within a reasonable amount of trme,including revdew comments pr�vided in writing. OW�IER review comm�nts from various individuals and departm�nts shall be,provided in writing and shall be returned tc�th�CC�NSUL7ANT as a singie package eepresenting UW�NER's review comments, 9) Prat�ction�f digital inf�rmatian or�ata suppfied by C(�NSI�LTA�iT fr�m eontamination, rrtisuse,c�r changes. SEI�VI�ES Tt� E EXGM�UClEL� The 4WPVER and CdNSULTANT agree that the fc�lic�wing items wili be excluded fram this scope. If thes� car any acidifional items are added Bc�the�C�NSULTR�IT's sccape of services,they wiil 6e ct�ns'sdered�x#ra s�ruiees and require a ne�otiated fee and an amendment ta the contract. 1) Expert witness testimc�ny. 2) Modificatian to itandards(MCJSj is�xcluded. 3) Grant applicatian assistance: 4) Federal grant claseout�ssis#ance. 5) Prep�re issued for c�nstruction dacum�nts. 6) �0.ssist in adv�rtis�rnent fcrr bids. 7) ,4ssist in bid ds�curnents distributican: 8) Rssi�t in the bid opening. 9) Any environmental�r�alyses. 10) Sform Water Pcalluti�n �sev�nt4an Pian preparation. 1'1}R�productian and distributit�n crf Bid Uocuments to int�rested ca�ntractors. � Page 25 of 2Z Banton Field Airp�rtt East T-Nangar Taxilanes Pav�ment Reconstruction end l3rainage imprr�vemenis Engineering L7esign Scope of Services Februery 2G,2t?2S �2) Environmental permitting for Federal(NEPA)and Stste e�f Califomia.All required environmental sfudies and documentati�an tea be p�rformed under separate cc�ntract. 13) Constructis�n Adminiskr�kion and support s�:rvices. SC E ULE {7►F �C} PLETN� A tentatiue d�sign�nd bidding schedule is included as A+ttachmenf 4. The scheduie assumes that the OWNER wiii i�sue a design iVotice to Presce�d(iVTP)by July'�, 2025. Sased an the current FAA grant schectule,the constructicrrr of"this ProjeGt is programme�d for a FY 2U27 AIP grant.Therefc�re, opening af bids is expected tn c�ccur April 2C�26 to align with#he grant applic�tion timeline.The tentative schedule includ�s design�nd review periods and t�W�IER milestcanes for advertis�m�nt and award. Estimated duraRions for each applicable tiask is sha�rn belcaw: 7�0►5 9 1) The es#imated duratian tc�camplete the preliminary submittal is eane hundred and forty(140)ws�rking days after r�ceipt af NTP fresm the C?WNER. TASK 2 '!) The estimated duration to complete the 6t�°t� submittal is sixty{60)w�rking days after rec�ipt c+f QWNER and FRA camments c�n the preliminary'submittal. 2) The estimated duration to complete the 90°/n suiamitkal is eighty{�0}we�rking days after receipt of f�WNE�t comrnents on th�60°!o submittaB. TAsK9 1) The es#imated durat3on to comp4ete the#inal submittal is within#�venty�20}wc�rking days aft�r receipt c�ft��NNER�nd FAA cr�mments on the��°lo submittal. T�SF{4 1� The estimated+�uratic�n of bidding is thirty(3Q}wc�rking days after issuance e�f final submitt�l. 2) The CtJNSIJLTANT witl c€�ordinat� bid administratic�n mileston�s with the UWNEF2�and FAA based on t'�WNER standard prc�cesses�nd F�1A grant timelines. 3) The Ct�NSULTAh17 will submit th� Ftecomm�ndation of�ward within five(5}wcsrkin�days after eeceipt c�f the bid preaposa!documents from th�:(�WNEFt. aesign dur�ti�ns dca not include tJ�hIER and Ft1A revi�w periods unless stated.tJnce the design NTP is reeeived from the t�WNER,the CQNSUI.TANT wil9 prepar�and maint�ir�a Project schedule th�t includes estimated C3WRtER�nd FAA review periods, j Page 26 af 27 8entcsn Field AirporP East T-N�angar Taxilanss Pavernent Recvnstrucdian and Drainage lmpravements Engine+�rrng Design Scop�of S�rvices Febnearv 26 202� C� PE 5�TI4 F SERVICES Payment for all w�rk c�utlined in scope af services:Tasks 1,2,3,�nd�#shall b�a 4ump sum af Three Nundred S�venty-Six Thc�usand, C?n� Hundred Sixty-Two($37�,962.L1t�j doifars. This fee includes iabor, rnaterials, expenses,and incident�is necessary ta complete the wnrk as describ�d herein. 1"h�design engineering fee is includ�d as At#achment 5 tcs this scr�pe af servfces. Payments will�e made morrthly based on the percentage of work camplete. Payment far any additional services requested by th�CITI'will be perfarm�d on�time-and-expense basis in canfe�rmance with the Mead&Hunt, lnc. Californi�Standard Billfng F2aCe Schedute{2025) included as Attachment 6. The Ct)NSllLTANT will estabtish the budget far additional senrices prior ta the start of work and may not exceed the budget withauk written aufharization from the C1TY. Any additianal services must be authari�ed in writing by fih�C1�"Y`: Billing fc�r these tasks will be brok�n dc�wn on CC3NSULTAN7�"s invoices as foll�ws: Task 1: F'reliminary Design{$195,440.00) Task 2t 60°lo and 90%o Design ($131,738.i�0) Task 3; Fina]I�esfgn($26,492.00} `fask 4: Bid Administrafion($22,492.OQ} �ND O�SGCiPE Respectfuily submitted, ��AC?8� HIJNT,1NC. 7eddy C�. Ramil, P.E. Praject Manag�r Attachments Affaehment 9—Project Graphic Atfachment 2—Topagr�phic;Sunrey-4lmits Aft�c:hmenf 3—APPraximat�Borrng Locaticans Attachment 4—7'entative L7esign ana+BfddEng Sche�'ule �4tfachmen#5—L7esign Engineering Fee Affachmenf 6—Mead&Hunt; Inc: �a/ifornia Standard Bit/ing Fafe Schedule, 2�25 � F'age 2�of 27 Attachment 1 - Proj�ct Graphic a N Q ma� �S,. �`�� ;° '"l; � �§��,4 � �� h r,� `*�. � ' W `� t +;� �°''�k', . .w � � t �� i � .� �� r v"v�Nt" r� .. -u �� ;�� ',; � 5 �wLt ...�'"'� a � t � 1 ; ' :. . p z�� ` S, �l'�C,i �� ,..y�'j2*. � ��;� � � �� .,�n>;. �:a l i �, � ;. }� j � , . .g. u �' 'L.. � v �� i � � � � f �` � � ,�"'ar t^r �'�'�.� � ; � ��' "��'� � � ; ? t � �� .� 4 � ;�'�� ,�� ti" �� ,�� z � � ti� � r �� w � � � ,� ; �� « �.� � f �, � 3 � r� +� ` t �;.; $•��` � a �w�.t �� s`— w t7 �� '�� ° � . � �> ` � o a p t � ¢ ; ? Y� � � � Z W rtJ �� X � � � � } � W �,, � . � 4��7 � Z. ti � � � � � , ,,...��C � f � � ��a+ a ' �' �� ti ��\ � � fi � y �� . Y S � �� L � ��y G1 $U`" : �� tIr �� j ° �. �� d. � j xr.� � �4 vy� e�� ' � ��. ~. W W ti L�E� , � �. ..a cr� � �� c�. � �i } �. � � t � �. i— �,` t,.. �� . ;, ,,. F`%° �� tr: y�� ' �� ; �� z � � ��s r � � , � t�i��;� � �'�. ,�4ar ' ,� t�i�.. �' ti f�a ' s � � A f �� , ��: `�� "�Y ` �`�' Z'. "�: �. � � '� {Ys�.'c" L�`�i`�''�` � tF'��k �'y"�5;�4�`•�3`��.i ��3, � �. f�n� ��. � Y �� Q � ��'�'�,kk�k4�� a�'`s .' '�� ;.'��;c�.,��ba�..,'y��'��;.``,`e e rtl`�`��}��£�� .�t� � , ¢� ! � ��4 F � �� }� � �. ��. k �\ �� ' � m �� .��,��. �, �Sk `«,"� `��,,.,.; d� ? � � �. �� .��"s�' � ✓ 91 � �i� $� � � ;�r '" �a��`a\�:tl\S��; � � '�. 1'., �� ...... ., z tr �� . � �� `� �� y j ��, ��i pz� �. :;��,��,al��T ,�f"'.1� ,M.�.x� ztlt'�°:ti. 'Ug'a k. � ie� �� 2 � v`i � �C�` ,� � �4�!.�� .� d�. o. "�, ,, Ci t�� n w� � �� j�t t��'� i� �n,l��,� .}�a,�:r� � � ��'Y�4h�i ��$.,.� ��. � t �' j� L1� �� C�! N � � a t �?t'.. �y,'� �� ip T �� '�' �, i��i�l:y, n+.� L3 CLl m� ��' ,,w�� ;�� ,� �� °� h �� ,. �&�.w � � ��: �_ �" � ��t �� '� f J �N� � ��itin� `j)C�W�. W �p�* �S' `� �F � � � W q �ti .Yt �� ,�' t�, � � � �,,,��,�z�.. �� r,. � �.�. � : �#�`��`: ?�„ . °"""a,� � .,.�.A ..�„�.t ... �. . ....� ....,W a�. '� � � "��r�.�� a�w�: "� a�.. ��,� � � �i x � `� ; u. t �� s �� u o } �r; r� � iv F �� S, � �$�� `�`�`Sli�°a3�� X Li/ 2 .+aa �,��V�69 N �. ly U�Y��{" A�� WG6 � �. v ) ��i ��, � � �"�� `4 �, ' N�'�� E.�tl � �� , a, �� 8" Y �" mw � 1�11 d" v � ��' ( d � � . $ � � ��... . "�� .� �� 3.,��a��n �� .' ' �" � � � � �a � � � ��,.. �� ` �t�� <-,��°�a�� ' �,��, � ��:,� , � � �a� � �n: � � � ��, �..� . �� G fi � �w ��> ��,��1� � '� �d�+n r�� * �az ��`� ��s��t�� '� � �� " ��; z��c"�y� � �� H ` � � w �:�� ' �� f :� �� I � . � p�a �> � ��, � �� 4�, � �' �� }—��C? `�"�'" �tus p,`v'", � ��Q. . � �� W d cn. i � ��`s . �+ 4 �¢{ r ., g.. ��i44��..i �qf�k��"��e��,��, � `� � � � � �.� �,< IqNIWW�'WIXN4Y�"G� , �' ,� � ��;a� rc� �,� . ; I :`t� � q t � '�' ; ! tl �� Y � �� ,� � ` ;}s �� ° � k; � ��`'�� '� �� „� � , , ;t,,,� �,� a�� . w�� ;,� � t �� . �� '�� a *� �: � � � ��>�, ; � � �� ` � � � � t �� k�� ,..� �r a�' ��' '. o � � �" � �ik�`a',� �i. � �. �.`i�� .:. �.. ' } �a�` w�'�� F��, . � � t�, � �� ` �';�i�� <a�v��w'�fi�� d �' ' � " � � � �� ae nc � � � �� '�� "" 1 �i� �-� � y�� ,��,�� a� � � �c.s �� x�i�� > �A C��-' �r" , �' ', t�� a�� a� v��w 2��" � � � o� :�,��s � �iy�."; a�,�� "��, 3 a a, m. �'� . �++ k,�; � � � a s � �. i �� o c�� g� i� � � �� ` t�� ty,i� rn � " ' ��"��i��1�c�� t �� G�:d � + . �V �4 �" � d�.�'�`�".aS'`��`�'*�'"�Y.k� ...� �. r�� },j_�.,' u] ,A�' . �� "'ka� ,� ' Sc �t1 'p"�� g��. � � � �� e��b� �'`��'1,,.'� E Q �*.� �� .� rt3� '� �. n. Oe� �W �t � i �"� � v �, � � } ` z �t— � t?lYS m � q�� `�` �� , � ' � �`� j �� `a�,��\ k'� ; , h A+ i bu.. � i � � sa"Y' � �� " a�,�� tL"� F� t � � � �� .�`e, � �� +`� � w 1� '(y,J i— t—n�. � �� » �b� ..�..�� .,„ "'� ��4�� .��'�� w �..�; 4' J:� �[��Y O w t� �. I � ��` .� ,�tc'� 3��`4��" 's�� s � r k „ *��g ��,�a��"N�4�i � �.� t �i. � �y�� E � v��., f '�a .ss� t ��. c�� _��'�� c,. � � . i ,��',�` rt� a� � �� .. � _�f , � L--._... ._.__�_..� _�.. ��....�� . a..._. ...._-.. . �_"_ ._......�...:._.,_J. Attachment 2 - Tap�graphic Sunrey Limits � f a �� *aM�' � 3 � � � ~ � � 3 � W 1 1rr c-.; }S � ��"i"E tu �,. �a�� &� "" 1�, t an M ; '� 2 ;� ,. ' 4W �� t� . *.` }' �, a C`��.. � ,� , � N a:,ir .�� f�� . �� ,��'*' ej} .:�.,�Y 4� ,� � � �� 1"° � � � � � � � � � �i� � �r'��t � � � �` � � ��..4.ti, `�,; sa :a �,��? t h... � � ,7 t,�cs; _; �4 � a ° t�� i` `�i`. �. �.�� w ��,, 7 � � � ° � � �� @ � �,� �`��'J j�,v�� µ� �1 ~ �, �s� � co � ��4�� '� �p��` � y �" �° {��. W �� ' � ,�`�� } � � ��%, y� ,��;� � �. � ,�� S 4 �i, � � ? t , ,, a ,� � ;� . t� � z ��` ' �'�r a �,„� � � , � '� � �. � � � �� U 4�� .,. � � ,r � � a � �� ; � � W v ; � � � � � fi � � o i � � � � � � d�t,� a � O —a � � ��, �i`� �t�,\ � � � }. �. �u � � � �� .. �,� �� z ,�� t �� 5�#i�.`�,�,�ti a�r; �w cd��',=..�.�.� ... �: � `,� �'"�';��i� . 4i'�' .e W�'' r `, t� t ts'.a�.`,y� C�I , C7 � � 4�� t �� m ,, � ' u.+ �� c� �' r= " �.,4x� '`'� LLl � �. �9S � �� ,� � ��.��Pr '� a?. � J. .� 9 :�' 1 e . � .t, �. ��,�'��' '� v�f�"id? a � r�Gt�"�� '��.., .s��. ;i i' �qa ;�m W � B6 �� t �'X. �� } ^f��i�� 8�G t� _ � � ,� �� i�y � �{J: ��°t� � � �� , a r�� a' r''=� U y�@. � q �...`�2� � ?� �� Q� WS s� `�� ` � � �� d ;'� �� . l �''�' '��' ; � `�y(�v�i�`Z. 1 � �`,�.0' '� `� \ ��.. . � :. sr., .�P �,�.�W,,.;e��t ��1 .;� �, �, ,�`.�3zt4.�`� ��r�'��t..`*, � �h� 4�'.� r �.� � , �� . .. Zq � �& �� ; � . ``�.*.. .� �..� 'i, �:'� � � h i7 � i, t t � v S � ' '�� tiH �i�``4y'l�n� aiti��'�� j�� , �, � �� .< ..� �, � �� ,,,,`. ��,��, "�t� � � �� ,� � �� a,«;E �i �� m.'b �; ,�� a�` �� CJ `�: R. Y. �� ti''s,�l�,t' �a,� ��LS. � : `�s�.��`�. �` � W� � � �l � ��", p„°d M � � � �, �y'. u-�'�^ � �- �o � " � ,`�'�, �y � O� p � �Z ar � a �' . ��"<i\4 � �.s,��- �� W � �.� � ��§�*�g� � � & �� `� y� �t i ��`y �� ,ti*a�,. � � 3Y � z�q�� ,�iyx!��!i�l � ;�� t �,, � " �� . � x;�'.�ti >r r, ��" ��3 w�� a � ,r� u�i �� y� n.�.... ��.� �o�� d� 4 . � �m�,� �� k�{'r � f� �, �� .��"�. ��' �� ng: � � l � � � ��p '��. . . � . ..... � • :�. ,... :#w�"� . 4 ..�.. �7�f�2 R'�`",lrn.'�S.. . ��. . ... �51�"tS�� ..,.. i� � Attachrnent 3 - Approximate Boring Lc�cations � � i � � �� w k . 1y�yo��v^ ; Q �� w� ��,'.ti . �.. ' ��ti 5, '�,. �, x� �,� i"�,,r, s' �1 �� •� �'��`�� :, ., y��.� � � �: ��, ��. t 5 1,4 \ l � %� \ �� a;� ��5� �� . t n'a� ��„' '. *, S S +`4�'ei.,,, :� � y� . ��`. •• t� � iL � ��5� �� Ty� ��. � Yti� �. `�b`��a �4'�" � , w �� ,, � s �+� � F w K '� [�' `�? O � � � �ss ,�. `� � � R �,t"� �, x�,' �� , � �� ' � z t�' �� ' "a, i. � 0 �'.:, �,, � C�,� O z ��1� �;.. � < �..,'� ,.�. ; � 2 >, k. � O s t <i�, t,'' "� CµS t, t > � � 'l � � W h g Y , � �� m � � �O � ' Oh " ,, , �; . ;� :r' � �. ..� � W�¢ # : �t ' � �� W t�6 � a � wJ � ,�.,:<. : ' � �` � w vhi > �1(z � „3 �� O � `t�lr �� Ki�� k , �: 3�'tt�'* e�� . �u�� , ` i � . i�� "�R�Cs��,.4 t �.,�5�� , � *.�? m �rm ct�� '�t:�.l�'i",� i � � � � CL � .a3�,'��tt,>a.�.., a �� d� �k �� 3t\7�, USdS 4;'.��'�3 �.. � � �� . �.« .� � �'�5�� „ W �.W t� .�\ „, � �. h� +:Y '�. �� '� � � w� y� i ��p. +J L7 X �-�:- � t �� Q ,,.� J� ,, i� ,.,.,, �t�. � � � �� N[L ,�, ..; �� ,.� � � �.`�} i „' l�t � .. y ;i� � � ' ' . �`�' m �� y �Si�,, j � r,' �}�•,� �. � �h. � � S .. 6 4 � �� 2 . �� 'l}: �. ^"L.'x ? ��4� `�¢��;�, `��'��' �� ° �� x � � �*�� ,.. �� a`� '�S� :� � ' b� �„ g, � � ��k�� t �� `�. � � � �� '�� ' � w,;�x � c �e r`�t 'iJ � �;,i�,.;�.� �� , � �. � . �`�� y��iY <: � � �� ,� �� . ,� 4` a�`e `^��,�,' z �, �ti�'`�. �3�. . g 7 � � y� � t � Y '�S� � x � �� a� ��srk��`� � � � �� 7 , ^+i�'��7��de�'1��y4�\i�,�,�,4 t��.��4.�,e.� �t\ fW�� Y � �� x ,� z�a Y Q� � CL' „d .n " �x ��`��, w d M � � � '� �y� � 7i (.(.�L v � 4 � ��. V� � N � � ,' � � � �� ',� i�, `��,'hHf�� " C�LYI M�O �� 1 �� $ `"�" � � j� �' 'i�s �� •-�r ,�� $ ��' � � ��1 3 i�N`�t �}4� 1 C 3 �i'; !te6 '�'e � � �,3' ... � ; �, � � �� x� . ty � � ti' � t{ i`t �"" 4;�� " �a �1� �� _.�. a,.� Attachment 4 — Tentative Design and Bidding Schedule � � i Pr�liminaev Protaos�d f�r�iect Schedule �enton Fie1d A,irport{Q85} R��onstru�t Eastside'T-H�ngar 7"axilan�s and Drainage Impcc�vemenik�(design} The tenta#ive deslgn and bidding schedule is as fo#ivws; 1} Contract and IUTP July 2i�25 2) Project C�esign Kickoff July ZQ25 3} Gec�technical Field Work August 2(�25 4) Topographic Survey Field Wark Augu�t 2�25 5) Preliminary;�esign Submittal Nov�mber202� 6) 6�°do[?esign Submittal (and draft CSPP) January 2Q26 7) 95°la Design 5ubmi#tal February 2026 8} Final t�esign March 2�26 9) Bid Advertisement March 2026 1t�) Final Grant Submission Apri1 2026 Att�chment 5 - Desing Engir�eering Fee � � � ��..... 8 S�& & 8 �°$j8�.� $ 8�8�'8 8 8 8:I8� $i8 8 8'$�$ $ 8i-� 8 8 �� $ $! ��8 8 8� I8'� $�.. 8� � w u �i3�� ; !�� f�'�$�� d �I�� f�� '� �i l�I� � �� i� � ��I� �' a � j_� _ � i � �� _ � w „ I i .. �� ' � �� , �� ;�� fw yiK�w, ��, ��w a� Niu � �,� i" �� I I i , a � � ss i � ` � '�, ,;, � ,� ,; �� ' �i� � �� $ � � f ( � �� ' I I i � � a � + � i � � � ; � .... ' __. � � I I I � f «. , �� e � � � .� � � � �: �� w« � � � �� i i � �� i � 7•. _w� �,� _ _� I a .. �� —"� � i i � � :��, � �(��"� -�--.. _�^ �� ea�aa�us � S�. I � � i � T � � � i �p � . i � � I :. � ! I� ( ��. . i ( '�� I t _ � � ( �� '�. �--- �� . ��;_ �_,_' � � � � � , ,�,��, ` , i ,. , � i I � r...} i �. � _ -� .��,�� ; � G f . � f I h I ' � ��w� a I �_______ _ _4,__ ....x , i. 1__. , __ � � ,,. - - , t�a�„r� , ( �"�` ,�;i tl � I � �� j- '-+ � �> � � _ , : �.� � I � i- ( � �'°�� _�_ � � �� I 1 �� .�_"_ �t�� d��i� ��i i �� f �.�_ � �»,�i i ! —,__,_-�--� _� � � � �� . . _ , _- _ �� ,� � � -�� —, , ��, � � , , ( , , �� r , r �� i i f _ �� ,I � �� ,� i � �s. �ai ��.i i ,� , i � ,I ' �� . f � '� � � ; � i ; '�: � � ;= I � a ; � �: �� f � � I � � ;�`; ��) ;�� i � �� ' �� I � � ' I , � � ) I i � � s� i ' { i ' I � � _ ,._� ;� �, �w � i�f"'� � � ,- "�+:—'! ��-�` �i � � � P�.��.� _�__: _ � , { a �� _� �__ "� Ua�f .� I I � � � � .�I I I . � � - � �� . I i 'I� � �� I �� I l I �. «+ [ � � 1 i ' � � L I � I i I .. _ .��._..___._ : �_ L..__ __ . I � -- � �. -. - ;- - _-�-- _,� �_ i r_-�..g , s �� ,--� f �� '� ; � i i , i � { �� i �� ,�:�, I � i ; � �,� , � I i � s ��: t ' � +�w a w.umys. i�" � � � � � � � � ��=� � � � r n� � � � � i x � i � � �� ; '..�w i I � :� � I . ! I ��+' ;� � 1 i�� I .� � f .I«�i ��Isa� s��8 s��s; s �is,�� s a��,�� s:, � �; �s � , � s a s�s� ��s�4 si �s�� :� �� 3 �, � � ��i�r �in'�� e �;�i ��:�� I ��` � �� i � �'��i�� I� � � �� _�= �� i ! .. �^*��r� i � �� _� w� «� �mIN � � -� «I" �� a� �� i. I i �i ��a , t � � I I 4�� I � i �� i f s w �, �. �;.i „ � i ;�, � �: � «,��.� � i � 1 M . :_ . __ :_. .�.. ..� _, t� __, �:"'�� (( : . t - �nwa � 1..� � �.. ' � I j . � f � I ( '� I { .. � � w.r.�v s t . I . ,�,"' i I i � I � I ` i 1 I i i. _� w � � � i _ i I i •+11rN NNµ+P4� . [�.�R� �I�� I .. ' I - . � I I n � 'i �m � � 4 ..:j ... �-':� �y. . . i � " r I � ... 4 -G � N 1 1 Wol �..� �� ' � � � I � i � _.:. i ..' i I ..:� p �. - � , �._—`` - -- - �-----+ - ---r--i- � � .;�r..� � - ;-_.--.�-"�---.,�P _�_.._.: .._.-- - I�;.. .- � � � _1�.�_ � ' �„ '� �� + i 1_��. I�{� �_y I ; 1 �_ ' _� q �� —� —� T_ i- � , , � � �, �--;--- r--- , r---� —� ; —i—� �_...Nn<++�6W : �I � � �ra L°, i....- .;._.. �.:�--- .:_.:�--� � ;:.s -'_.� '� x--' f - ' a--- �... _L_,.,_ �.��-a. � r� i ! � ! i �� I I � I i ( �� _ � ' Ii7+eaW�3: � � � . I ry� } { y , .� .. . �� I I p �. �� l��im�i� " � �C I I .3 � j ._�_... ....,e� . . I i_.. _� ,t. _ �. � � �� I � i i� �t .i L . �. I v L' � ,sm,t�nasps�� I �� ' � � 7 I � t � � � 3 � i f 7 1 _._.__ I ' j � _4� � � ! � ; _ � . � F � � , fi f �- ; _ _r_ �� ,�� ,_� �� G F�. � � _ ��ti��.�� ; ( ' 1 �� < <' _;_I � � � �� ( � i ' .�_ _ ._�_. _.. �_ _ .�.�� _I � _ + 3 r ,�� s`s �_ r r_ � _� �_ � ��,,.�� ,� , 1 � a �(� � p � � � 1 � m , iI i _._ _ _ ._ _ i � :�. � ,�«�,mH�a �� . �,I ��j� n �b�� :le� . i � � .: � - t � i +��. �. , _�I ._..�_� � � � A.. __-�_ � _ �-_I� � _—'— —_ � _�_.�_ _ '°°'�"� `� �,�� '� rl�,�m� �}-_ --�.� E __�-.� � -r._ , -i� �-�-�—r�� - � ,� M � �, � � M ' .: ,��,a�,�� - _ � a � � I � " --j-� _�___ C:..� _��_. f__..� . _ �.�i.. I �,. ` i--- �-_. ..l_� � � { � � i ,::,a�.�� l � � �1 �� _�_��_�l _ �. �_� i� c � � �-��';_ _ � � � � � i � � �� , � � � ; I , � t , , ; � � � � � � I �, � �� I � � i � � I � � 1 � �. I P �' I � � i I ; E�� li i i I � I i i p � � � '� �� i � I j � ; ( �� i � ( � � f I i ' � ; � � � � � I �� p ; i � � � � { � � I ' � !�� i ; � � � I i � , � I i � i i � � ' � I 9 � i fi Y i � � y j 1 � 1 �.� � �� ` , � I i ( , � � 1 , ( � � i � � �i� � ; � ! �_ �7 I � � � � � � ' � , � �� I ' � �� i� � �j�' � � � �;� � I i �f � '�� j ,� � � '� � �� I ! i �p ,'S I�'� �,s � � °'� �I� a r� �� I t ��I '-9� � � � �� i �e� � � ��n 1�� ,. � rc .g � I�: i��.�`� pI $$ � � � �� .��i � �� j�i� �� :�� . �a'iG��` �8 .�I I $• �� .i�� ( $f i o,� u� I � �j� ��I� �` �� i ;' !�,�� I�'� �I�;� � �� .�'.n �i� � k ��i�� I� � � � � � � � � ials �e � ��1 ai�,� �'� � �� e� � 1� 3 a � w � �r� �id� �j �1�� {�j'�� ' � ,��I ��;:�I� �,. �;� �`a s� � i'�� " �� ' �� j� �� ,� � �;��;mt�� i��l� � ��'��`�� (�� :��: �I�� . w. �_i � � �� I t �* I ' ~I ..� ;.��' �-d S i � a a. � �� _.� " _ ___ ,_ ,_.. ..' .. � {I I� ��'!�� ;r;� K;��,�!�+� � �;��w ' .;�� .I�C.�- �;- —.IR;P ��,� � �I — � � P r _ . �.. . . .. .. . . r . �. .. . �". k � � I$�S � 8 $I $ 8 $�8 S'8 � �.��$I � EI�� $��.I �'$ $ $`��$ �I�i $'8 B��E �'� � 818�5 , $ 8't. � I^�� (� � �� 'I�Ity � � � I� � � rvI a �4� s � a �I�� i�l � al � � �� I ' N N7� ��ft o .� I N�� ,I Nt:IN�N�ie v �:` N` Mi ��N r I ir# s . � � ^C :w��i ln'wi'� ..w ��n� I I I t I. I � � f i ~ I � �I �. I t � � �� wi � i��w3 � I p� �i �� i��,w wf ( �I� ni» �» �a��l�i � � � �i i � �� i � i � � � �� ; � i � � �� f ( �I ,� ,� ( � ,i � �� ,� , ; �� f � �� I C i � 4 � � , i � ia t ��.I�^ �^i_ "'"' "�~�"G" ' j~ "�"'" f � ` � ' I ' II N i � i.»� 7»;L� �^, i ausnu�...._-+=I - I =I � n-I--'-'�=' i-la + ;�'1--r-��'I- =I- �-i-r"`- �=-= -�=� ,- � - _ » ( � � i � I i��t�p�� I +. � � �i � i I i � �. � � (. I i ' ,�' I '_' 4 � � I �..._:_.�, � I ��__ .�;_..� I I � i .�:... I i � �. I--� , � ' i �� , �� ; ��# �- i � � ' �_ i �_, � ; i �._ _ _' �_��W � ��.,. a� �� .-.' �� ' �_ - � � � ,9��a ; ' I ' � _,l_ � � i � �_.. . R � t�� —i I ' 1 { I p �1�1 I � � � �— -�°'" �� -�- — � _�_� � � �_�_— ;— � �- � 1 �� i � �__ _I � �I_ i I �w , � r— _��,_ �. _ i ._,.'. I � �1 � i � � + .� ��da�+�ai�+w I i i R � . � .�� I � I � � �� I � . d � � � ,�. .. � I i ��. !^.� .I' i .,� � I � i i�. i. ! �.. i . � � i � . � � ' �� i �! j �� ! �� I 1 ,E ,I � ' •s�.� ,� .I� � i�� f � .� � � � � i � I ; � ' � �� - i � ; ; ' � , 'j � ' � i I � ; � � ; * � I ( I ! i " , � , i � � , � � I I� I i � w i i i I , � I. t i � ,� � . w �M�w _°"� ! � '"') _�"' ��- � —�,"�'" - - � ( ""� «+ ib �w.k 1 � w � —�—~ "�� wf�� ' � «�� Iw, ; ��(� ��1� �,� � � � �i �� , I , � : , , '�""°s , , ; 1 I�� , � � � ; � i� � i �� ' � � �� I � i � , � � _. � ,__� _� _ , i ,—�--1-- -� -- ,—; ��:,� _+ � '_� i r_..$ —(� .�_-�--i—� � � � II � i � � ) I � � i :g' � I : i � ��: i � � i-- � i :� � ( � � �� : ( ( ;, � � � "� i � ! 7 � �riwM�M�4s 1 i � � � � i I � f� f � i 1 �� i ( ' � 1 i � � � � 3 C 1 � 1 � � I 3 � 1 � � � �� t � � � g� � (8 �� 8 8� ��.IB#$ � � 8 � �:'� 8 8��8i�I8 ::,$�$I8�8: $ � 8... 18�$�9 � �� I$rS18I � $I �. � s� � � �� I� � ' �� i�) ��:�� I I�i�,�l�� (�� I� ' �I�I � w -� �iN �,��wi,n � .� � a ai � �,. �r ai i 1`� � i �� ; � � � ' ' t ; ' I� ! � ; ' � i � ` � � � � i �� 1 � � ( .. f I � , , , i i ( I � w � N t.. � ��, � �:N,�� ....�a� � i � �� .�.� w��_) '"_,�� _i�.�� (�� '"I '----....._� . M �, ' � , , __ � - I —i � � - - ; � � leal/ap I:� ..� .� � L�, w .� �,. _�_ i� �� . � � �. ��.. � � � � � �� . _ � �� .._ _�� ;� � �_ _"_ � :' ;-� � � , � ' i � � ; ' , - �.i� � _) �� .�� .��.�� , ��.� , � _ � ��— ' �� .�,�.��, � ` _J � �—�—t_.� ' � �_�) � �� -- I_ �_� � �,� �I � _. , __ _ � � �ni��w+l ��,�i i I i—��-�-�� ` j �.�:�� 3 �I=I ��I�� a 1_� j •�+p � �� . � f � �� _�._� $� �+ ��- ,�,w,�a ��'I_ j ��,, 1 �� ^ � ; � i ' � � � � �� ' f 1 � ' i m a ,� ^ � � -- {-� i_..�"_��_f_i !.J I__�!J� � ��_L._ i � " � i_ , , j ��..._",�«,�a ��i � _._.�__ I t _t�� _! �� i � W�`_" �� .�w�+� '�i i � �� ,.i�{ �I�� ," ,,, � � �(�� ; I � � _ � N �' � � i � � ,w� , �N <� � ; r _ _ , _ , , , �.._ � � � � � � � I 1 � i �� l � � � � _ � , --- � � .**w�uw� s�� ( ��--.�� _ � � � � � �j� -��i �� f---� , �--—� � I �� L � ' 4_ � � � , _{ � ,—L--- � � � � � � � � ' , �.� �� <i > � i - ��m a�a�r .��' :, _� C` � � .._..�_� ___�� .— � __ __i_S. I, � � � � . ° E �—_ � _.�� I I a ' ' I � � e i i� 9i � � � I � � � � I � � ( "°W`�� . _�__. I i J l I � � � _M �� I � I_ `� .. �,��„�,�� m� �_..��,�r�m��« �i ;" " � � ' � �� i �� "� � !�i��"� _�_ a I< � f ��; �.__ - _. -��--� _,__ _ _� _ '°°"in`� a f..� �,�e i��r I��i n l � i'� � -j� �'°� �� ) �` � �� , �ti�� _�i�� I__� � .�I a � �I I__ � -� � �I _I _��.��" I_— �--�— i_.��. � I I— �_ I I I ; I� 1 i t y��» � �.�„�..,,..��$i�l � l� ! �� -1� � � �� I�� ' 1 I � � �� I E � ' �� , i � � � � � � � � ; � ! � I ` a � � � , � � ; � �� : � I � � ' � , � � , � � � f � � i ' � ' � � C ;� E � I � � ii ' Ei i � � ' � � � � ; � 1 � i " f , � � f � � I � f � � ' , j li � � I � i � � , , �� f f � ; � rir � � � ; f ' ' i i � f i ! i � F ' f 's i ( � � , j i ( � � � � ; a � � ; � �� i ' � � k � r " � ' ' �� ` � � ` 1�� ' ' � ' ' �� '� � � , � , � � � � , � I x � I �i �y� I ; � ��i I i I� s � � � � �� I� � } � � � � I �� I i ; � �� ; � �� t�`�'�� +� ' �' � � � � � _ �, � � � �� _��i�; �` I�� ;'� �'�i�;�� i �2 � ' �C ;� �� : � � � � '� �!� � � � �� F'� � � i�� j�� 1�;�� ; ! '� � � , �� I �� r� �� , � ��+��I��" �� _��I� �d�F� � �� ,�; '� ,� � � 1� � �,a . ��o � � � � `� �I E� g I� �� 8 � ai�,�:� � � , �� ;� � �� 1� � � � � A >;� �� ;��$ �'� � �'� � ��;�� ;�� ;� �'� �.I�: > �i��€ �� y�z � � � ��l� �,�;� �;�� i � �!�'t�i� �� ;� ,�� 'i�' � ..i _. (�, ry� ��-- � � 3 $ �� f "L�� i I i S u�� I �KI � �__� iI i L l� Id N��hiI�IN •cS.1NiN1ry�Nn:l� inin w w�I iT iN:IN Nt '� "a IJIe�YI.rl7.ai�.N{`Ol�ti�e��l � ..:t:m�nl! 'i.'n �� .. � , `^. I ,n:'n' P . y ;�r i � � , : . . . . . . . . �: � �. 18 8 $ �@��i8i�:j �i��.k � 8 S SA�) 8 �� S 8�8�� . � �� IaIN{ ��@��f �ry 5 � �;� �m'�� £ � -ja � � ' ' � ' ' I ! T� � � �' i , ; � r � i � iw! �ki„, �»' '�i i� wi�i �.i�,1� .,I'» �► � �� ' ';, �� ' 'i � '�g� '� 'i� � �� I � F � � g � �- «I_ � k--;_a.--F '-� �-"_ �{;_ ,.� _ -_-��!_.-� "� ._.._ � _ _ ;__ ( { I I � IrtI ' , IIV �; � i o�� , r ��. ��.� � , � a_._ �� w � _ � f.��; ;� � _�- --�--� ; � �-��..�. - ' ; I p�- �--� �*+�u arr�a�: a � "' �'�iro�w�r�a � � 1_ _ � _� �._.C� �-1"'� � j txa0lt•�uil��w�._ �� i � � . � � i,_ �...� .. �._+�� _..t i � � ' � � �: '._�� m ;� ._�,...._._..,�'�_ I T _`��–�'T - ' .i �tawy�oa)oe.eiaiv i� E F ; � �� f �� ; f !�� f � ' ; ' � � ,I ,{! ! i ' ° ,I , �� ,I ' ,� � '� I � i I � ; � � � i ; � , i ; F j � 1 ' � � � � ' ��I� � a � r �i� '�� : � � �� ; (�I j�� ,�-- �--.� . i _ _ �_� � .�� 1 �'�' '' I I_...I ' I '_ � ,�� i ��w�+ ,,ws � � � � i_�.. � .�...i_t . � 1 i _..y. ...i. ' �sosr „� � .�.__ � � ( , � _ LLf_V� _ M � � ; ( I � i � i w�.� s � �wnn a.�vs i � i I ' ' ; � I ' � ' i ; � i i I i i l � � � .. ; � � � « (8 Q 8 S S�8,R1 �� 8'8i �8 � � �S�3j � S & � 8I8'� � � i �� I�{ �i I�I� �; � � � g�;�� a � � i i � a �` ` _ � F�' ' «�� I �� +l � f ' � � 1 i i �' � � ' } � ' � � ' ! � � � � ��,� � ,$ ul 1 r_°" I"° 1'" C'"" ( ° y�,.:.s _ °��. lm,�ci� �.._� � 1�� 1�W�v � y � . I . i n � � 4..' I , _ �._ �. �anX} ia't�W+6Y 't �� I { (� � N� �. � ..�._ , ._�__ ( 7-- ,...� ;.,. j{ _ � . ^ , ( ��.. � , s .� hi wi WV�a � r � �� I �� I "°I i�'°�� —� }._ �' w I� . i�_ � � � : � ' I �–4 �.---_• . _ � ..:.> > i � ' � � i � 4 ; m , < * x s � � , � � __ � __ � � _.�� i I �»�� i_i � . { m � , e ! _ � I � � , � � Ildmou�lu3 Y�I � ' �:a� E � rn 4 �, '�� `� � � f � a �i � I: +�_�a��_�.I___._. _ __ v1,� � �`�� i_:I:.:__ � �_..w{�u�o��s^ [ . � ' :! � 1 . _ _ I s . �� ._ ( � -I--- r ��--„�,��, �� fi�-- � �--� ; �-{-- �_� � � � j � a i "� �„�,� � � _ 1 � s� _�._ � � � � _..___ � � --�-[ _ �- � �—j-I � _. _ a..�r�� ;s� I � � � � o l i , � �i�� z , r j � � Y � �� I a_i � - ' .�,�.r�..,�� l��"a � I �" �= `� � � �� `� � ' N '�..� � {.�. a _ __.. �� .+�ta�3 1 � � t 7 1 f —_ � I ! � w�'�dmw's ��i _.1. f:� � � _ � ^�^� � � � _ , ,__._. ._._ .., _ � � � � _ � � — -, I-.;-- � �_ �._. ;��,�..ti�� I � ` a l � � � °' � 1� � i �� _ _ . ' y � � � � � i i l � �� I ` � I � � � � � I ; � � i i € � � ; � I i ! � 1 � � �. � " � � 1 M� ( � � . � 1 I � � � � � � j� f� f ia� � � � I + � � � ! I '�� I � �� I i f � f �. � �i , ,�= j } I � � I �� i� � � i�� I � �� } ' �� ( s � �'� � �'I � I ,�" �� I ' �` '$ ' '� � � � �i�� ,� �� ,� � �� a � �_ �; • , � (�� i�� ;� � �f �. � � � ( � � 4 I� � �IrI �WI� ��i��I�I� � � � �� :�i� ' f� ��,. ,y� �� j� �r� �� .. � � � �I � t � �� a,' � '�i� � � ��`��,��4� � � � � �,�� ;� � �;�;�f,� � � � � .. .. � � �� C__. �.� �� si�I �,�j�s �. r � � ! '� � �I^ {"I"riWl'I�j"j^�m ^� '� =I'� fa�< : Q� I" w i �i 2 u � � �' � � � � � � ' � �' � � ' � ` CITY OF REDDING REPORT TO THE CITY COUNCIL MEETING DATE: June 17,2025 FROM: Steve Bade, Assistant City ITElVI NO. 4.2(a) Manager ***APPROVED BY*** } , �� v ��r��,xA � =,�tr,,,�� n � � ��r..� � � t�� ,� �� h �r�� ,i �r`l`��"?� �rS' �p�z��,C`i �� b,f�?,�'�p?�,;� �s �� sbade(u;cityofredd�� ub`rg ' '' btippinna,cityofredding.org SUBJECT: ��(a)--Budget Resolu��and Ratification of Grant Application �?. x i `�S Recommendatiot� ,� � � } t ati� ;, Authorize and approve the follo��:�� (1) Ratify the Federal Avia��i Admimstrat��;�(FAA) Airport Improvement Program (AIP) grant application subinl��d by the Alr��s Divis�on in the amount of $425,765 for the Benton Eastside Taxi-lar��d Drair��;�ro�ec�r��enton Field; (2) Autho�ze the City Manag�� ee, t��'��bmit a grant application to the California Department of Transportation��rans) Aer��utics Division State Matching Grant Program in the alnount of$8,S l,� ��the Benton��tside Taxi-lane and Drainage project at Benton Field; � � ��s�' ,<<, (3) Authorize the City Manager, or ��n�� to acce�� exec�,��`a grant agreement for either, or both, the FAA AIP a��altran� ��,��ng G�^��for the Benton Eastside Taxi-lane and Drainage Proj ect,��and author��'��fe�City l��ger to appropriate grant funds to the proj ect; and �, � (4) Adopt Resolution approving and adopting the 80th to Ci��ud��!��tion N�o. 2023- 060 appropriating $448,173 for project costs. � f ' ' ,;: � , ,�. � Fiscallmpact �� , � ,,Nr r}�� City of Redding (City) Airports Division staff submitted applieations to the Federal Aviation Administration (FAA) Airport Improvement Program (AIP) and Airport Infrastructure Grant (AIG) program grants for the Reconstruct Eastside T-Hangar Taxilanes and Drainage Improvements (Design) Project at Benton Field. The total project budget submitted is $448,173 with requested federal funding of$425,765. City Staff also anticipates applying for up to $8,515 in State Matching Grant funds from California Department of Transportation (Caltrans) for this project - maximum eligibility local match would be $13,893. Report to Redding City Council June 12,2025 Re: 4.2(a)--BudgetResolution and Ratification of GrantApplication Page 2 FAA-funded grant projects often require pre-award expenditure to prepare required project documentarion and certain environmental reparts which is why staff is requesting this budget amendment in advance of receiving a grant. So-far pre-award expense, at-risk in case of no award, are $32,000. Alternative Action City Council may choose not to authorize staff to submit the applications and to not adopt the budget resoluti�n. Or, may choose to provide alternate direction to staff. If the grant application is not ratified, staff would withdraw the applications thereby funding would not be available for this project. Certain elements of the pre-award expenditure may not be reusable depending on elapsed time between now and any future consideration of grant funding for this project, effectively forfeiting the e�i��b�llty of the current at-risk pre-award expenses. , i , � Background/Ana�� ;�z s � , This project f��es on addressing tl��avelnent condition of the taxi-lanes located on the east side of Ben��' Field which are ��riorating due to drainage conditions and defe�ed maintenance �``��ically, an FAA proj��will only consider a narrow seginent of pavement from the centerlme ��`;��ie taxi-lane as eligible for federal funding in a capital grant, however, because this project ad��s an over�ll dralna�e�roblem on the east side of Benton Field, the Airports Division may be c�,��,� � ��eiv� ��_�`�� a full reconstruction of the taxi-lanes. At this application phase, the cu�r�ent��gra��ortuniti��re for the design of the project. t ;, � The Airports Division is able ��-��minimize sta��erall costs for this capital improvemen� by combining a number of entitle��t and dis��`��+�nary ��dmg sources from federal and state government agencies. AIG is a ��am ��valla�k�,��'�� the Infrastructure Investment and Jobs Act (2021) which is also co��.x��'�erre� ��t��tlon industry as the Bipartisan Infrastructure Law (or `BIL") whereas AIP Is t��gularly av��,ble federal funding source for airport infrastructure projects. Certain pre a,v�� xpenditures ��e already been made in order to complete the application submittal pacl�'��ich include��t co��for development of the CATEX documentation for the desi��s��e�� $26,0��,�� we�� y�� the Independent Fee Estimate required for the application su��`ittal($�j�� , ` � ' ��, Envi�onmental Review � � � , �. > °�` As part of the grant application process for FAA fu�,ding th��,��"�edding ha� requested determination of a categorieal exclusion for pro�� '��or a categorical exclusion (CATEX) that have greater potential for extraordinary��inlstances or that otherwise require additional documentation, as described in the FAA Order 1050.1 (current version) and FAA Order 5050.4B (collectively, FAA Environmental Orders). The City has requested a determination of categorical exclusion based on paragraphs 5-6.4 (e) and (o) — Categorical Exclusions for Facility Siting, Construction, and Maintenance. The CATEX documentation is currently being reviewed by the FAA under a request for a CATEX determination on this project. Council Prio�ity/City Manage� Goals • Budget and Financial Management — "Achieve balanced and stable 10-year Financial Plans for all funds." Report to Redding City Council June 12,2025 Re: 4.2(a)--BudgetResolution and Ratification of GrantApplication Page 3 Attachments ^Resolution t st I . t � , s �, i� ;1 � �; �� } i } �' }y 7 j; � s i: � �? � i r ,,,;d ti> ,,,,+,,.. t ; 3,' r �,t t , 4 �' s, � � 3 � � . .»,. ( 'j.�a ,,,,� y t � t � s s f � s � /j 1 � tt ; ll� S S. n �' S J a>> ... ,f�; J" � � l 1 1}4. t i 1 1