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HomeMy WebLinkAboutAdden 1 CAG-18-154, Adden #1-19 AMENDMENT NO. 1 TO AGREEMENT FOR DOWNTOWN UTILITY IMPROVEMENT PROJECT - PHASE 2: PRELIMINARY ENGINEERING AND DESIGN CAG-18-154 THIS AMENDMENT, dated March 11, 2019, is by and between the City of Renton (the "City"), a Washington municipal corporation, and Murraysmith, Inc. ("Consultant"), an Oregon corporation. The City and the Consultant are referred to collectively in this Amendment as the "Parties." Once fully executed by the Parties, this Amendment is effective as of the last date signed by both parties. Whereas, the City engaged the services of the Consultant under Agreement CAG-18-154, dated August 20, 2018, to provide necessary services for the Downtown Utility Improvement Project— Phase 2: Preliminary Engineering and Design (referred to herein as the "Agreement"); Whereas, the Parties wish to amend the Agreement to change the scope of work and change the amount of compensation in order to add additional areas of design to the scope and provide the appropriate compensation for the additional design services. NOW THEREFORE, It is mutually agreed upon that CAG-18-154 is amended as follows: 1. Scope of Work: Section 1, Scope of Work, is amended to add work as specified in Exhibit A-1 which is attached and incorporated herein. 2. Compensation: Section 4, Compensation, is amended so that the maximum amount of compensation payable to Consultant is increased by $97,814 from $683,735 to $781,549, plus any applicable state and local sales taxes. The additional compensation shall be paid based upon Work actual performed according to the rate(s) or amounts specified in Exhibit C-1 of the agreement, which is attached and incorporated herein. 3. All terms of the Agreement not explicitly modified herein shall remain in full force and effect and such terms shall apply to Work performed according to this Amendment as if fully set forth herein. IN WITNESS WHEREOF, the Parties have voluntarily entered into this Agreement as of the date last signed by the Parties below. CITY OF RENTON CONSULTANT By: jiA/1/1), By: Denis Law Jeffrey . s el, .E. Mayor Principal ngine 6(4,d- lc( 7469 tut. (o,ZSJa Date / Date Attest 3 � Jaso A. Seth 00N""iiillir/// City Jerk F\,.�`r�,� `( O ,, Approved as to Legal Form , * St' n Shane Moloney /'/ :;eo SEP„�';`�.\\ Renton City Attorney Contract Template Updated 01/19/2019 PAGE 2 OF 2 ° id i; t kt # s d f:r",` x' ES ,tk #d ,.) t Yitl 1 . } tt Fsf r::-. rt Under the Agreement for the Downtown Utility Improvements Project, Phase 2 Preliminary Engineering and Design CAG-18-154 dated August 1, 2018 between the City of Renton (City) and Murraysmith, Inc. (Consultant), the Consultant is tasked to prepare preliminary engineering and design services for the water, sewer, and stormwater improvements. The improvements are necessary due to age and capacity need. The City and Consultant have identified additional improvements to be included in the Phase 2 project. This Scope of Services for Amendment 1 is based on our understanding of the desired Phase 2 work to advance the conceptual design developed in Phase 1 of the water,sewer, and stormwater improvements to a 50 percent design level for the identified Project Improvements. The work areas for Amendment 1 are shown in Attachment A. The Amendment 1 work (Additional Work) includes: ■ Additional sewer pipe improvements based on condition assessment and/or as directed by the City that were not included in our original Phase 2 scope of services: o Replace sewer on S 2nd St from Rainier Ave S to Shattuck o Line two laterals to the north of S 2nd near Lake Ave o Add 18-inch sewer to the west of Rainier Ave S on SW Sunset Blvd o Provide stub into parking lot at 200 Mill Ave. o Confirm rim and invert of sewer in Safeway Parking lot • Additional stormwater pipe improvements based on condition assessment work. See Attachment B. • Additional stormwater pipe improvements at 200 Mill Ave site. See attachment C. • Incorporate geotechnical work into Phase 2 to capture wet season groundwater data. City of Renton MURRAYSMITH DUIP—Phase 2—Amendment 1 March 2019 1 H:\EVT_Projects\18\2251-Renton DUIP Phase 2\1-Project Management\Amendments\Amendment 1\Amendment 1 Scope.docx • Topographic surveying and base map of Additional Work performed by KPG, P.S. The scope of services for this Additional Work includes both additions to the existing tasks and a couple new tasks. The tasks, subtasks, deliverables, city responsibilities, and assumptions stated in the original scope of services for Phase 2 are still valid.This Amendment 1 will supplement those services with the Additional Work.There are a couple new tasks, and the subtasks, deliverables, city responsibilities, and assumptions related to the new tasks will be described herein. y z i k F t# - < c , Provide for management of Additional Work and coordination with the project team. The following project management tasks will be amended to incorporate the Additional Work. Subtasks: 101.2 Staff/Consultant Team Management — Manage project staff/consultant team to ensure services are in conformance with the Scope of Services, budget, and schedule. 101.4 Quality Assurance/Quality Control (QA/QC)—Manage and coordinate in-house quality assurance reviews of all deliverables. 101.5 Amendment 1 Scope Development—This new subtask will be for the effort to coordinate a scope and fee to get Amendment 1 authorized.The effort includes coordinating with the City and our subconsultants to understand and define the Additional Work. sit ? i3't Provide for additional project meetings and coordination with City staff. Correspondence with others including the City,other utilities, etc.will be performed via phone conversations and e-mail or meetings and include communication of project decisions, project progress and status, work activities, and issues requiring coordination for design of the City's system improvements. The following work elements in this task will be amended: 102.4 Sewer Utility Design Meetings/Coordination — Prepare for and conduct up to one (1) additional in person design coordination meetings and up to one (1) GoTo Meetings or similar with City sewer utility staff and key team members to discuss project, review project schedule and discuss key elements of the project. Prepare a meeting agenda and summary. 102.5 Surface Water Utility Design Meetings/Coordination — Prepare for and conduct up to one (1) in person design coordination meetings and up to one (1) GoTo Meetings or similar City of Renton MURRAYSMITH DUIP—PHASE 2—Amendment 1 March 2019 2 H:\EVT_Projects\18\2251-Renton DUIP Phase 2\1-Project Management\Amendments\Amendment 1\Amendment 1 Scope.docx with City surface water utility staff and key team members to discuss project, review project schedule and discuss key elements of the project. Prepare a meeting agenda and summary. � Provide topographic surveying and base map preparation for the Additional Work illustrated and defined in Attachment A. The following work elements are included in this task as specifically defined below and in the subconsultant's proposal included as Attachment D—KPG, P.S. Proposal. 201.1 Coordination with KPG, P.S.—Coordinate additional survey work with KPG. 201.2 Coordination with the City—Coordinate with City regarding City review and verification for accuracy and completeness of existing utility systems. Consultant Deliverables: • An updated survey base map of the project area in AutoCAD Civil 3D format of the project to Murraysmith CADD standards.The scale of the survey drawing shall be 1-inch = 20-feet. Base map to include information collected as described above and incorporate the prior mapped areas to create one composite base map. a �t`t ti < t I ?!a s• ' ' R sIf ; .' 1 Incorporate the Additional Work into the 30 percent design deliverables. Develop horizontal piping alignments for each of the water, sewer, and stormwater utility system improvements to a 30 percent design level. Horizontal alignment analysis and documentation, preliminary layouts, conflict analysis, separation requirements, and engineers opinion of probable cost will be as described in the original scope of services for the Additional Work. y l it t�,$ '°jtt inttk;ti tqx iC; :11 No changes ¢ c �, ':af ,% �•kfi':`i L #." tt;. t;3as; .a Prepare draft horizontal piping alignments to 30 percent level and perform other related efforts described under Task 300 above for the sewer utility system improvements described in the Additional Work, including mains and interceptors only. City of Renton MURRAYSMITH DUIP—PHASE 2—Amendment 1 March 2019 3 H:\EVT_Projects\18\2251-Renton DUIP Phase 2\1-Project Management\Amendments\Amendment 1\Amendment 1 Scope.docx Prepare draft horizontal piping alignments to 30 percent level and perform other related efforts described under Task 300 above for the stormwater utility system improvements described in the Additional Work, including trunk conveyance lines only. Assumptions: ■ For the 30 percent level horizontal alignment drawings, only the plan views are included for the sewer and stormwater drawings. The Additional Work for Task 300 is anticipated to require five (5) additional sheets. The Additional Work will be incorporated into Task 400 — Preliminary (50 Percent) Design. Additional sheets will be required, however, the scope and format for the 50 percent design will be unchanged. The following individual tasks are further defined below. �t A01I No changes T i d q j'1 f i R }. ( ; l( Prepare sewer utility system improvements preliminary design drawings showing the Additional Work to a 50 percent design completion level and perform other related efforts described under Task 400 in the original scope of services for the sewer utility system improvements, including tie- ins to existing infrastructure and service laterals. Prepare stormwater utility system improvements preliminary design drawings showing Additional Work to a 50 percent design completion level, including surface collection and connections to trunk lines to be designed in future project phase. Geotechnical services will provide the project with data about groundwater elevations during wet months which will be useful in developing dewatering recommendations for the final design. The following work elements are included in this task as specifically defined below and in the subconsultant's proposal included as Attachment E—Kleinfelder Proposal. City of Renton MURRAYSMITH DUIP—PHASE 2—Amendment 1 March 2019 4 H:\EVT_Projects\18\2251-Renton DUIP Phase 2\1-Project Management\Amendments\Amendment 1\Amendment 1 Scope.docx 701.1 Coordinate with Kleinfelder—Coordinate with geotechnical subconsultant. Data gathered as part of this task will be incorporated into further geotechnical investigations performed for the Phase 3 Final Design task. No specific deliverables are anticipated. Groundwater level data will be shared on request. • Waive any street use access fees • Assumptions are included in Kleinfelder's proposal. Work will begin upon receipt of a signed contract amendment and notice to proceed, or other agreeable written authorization. We will begin our work and proceed in a timely manner. The Time of Performance for the Downtown Utility Improvement Project-Phase 2 shall be amended such that all Phase 2 work shall be performed by no later than December 31, 2019. �'aae i We will add 10 sheets for sewer and storm drain improvements to the 50% plans Sewer improvements: 1. S 2nd Street (Rainier to Shattuck), (3 sheets) 2. Lining laterals north of S 2nd Street (near Lake Ave) (1 sheet) 3. 200 Mill Ave S (1 sheet) 4. SW Sunset Blvd (1 sheet) Storm improvements: 1. 200 Mill Ave, (1 sheet) 2. 2nd between Shattuck and Morris Ave, (2 sheets) 3. 3rd between Rainier and Shattuck, (1 sheet) City of Renton MURRAYSMITH DUIP—PHASE 2—Amendment 1 March 2019 5 H:\EVT_Projects\18\2251-Renton DUIP Phase 2\1-Project Management\Amendments\Amendment 1\Amendment 15cope.docx Attachments: ■ A—Areas of Additional Work ■ B—Additional Storm Pipe Replacements Based on Condition, Age, and Size ■ C—Additional DUIP (Storm Drain) Pipe Replacement- 200 Mill Ave S ■ D— KPG, P.S. Proposal ■ E—Kleinfelder Proposal City of Renton MURRAYSMITH DUIP—PHASE 2—Amendment 1 March 2019 6 H:\EVr_Projects\18\22S1-Renton DUIP Phase 2\1-Project Management\Amendments\Amendment 1\Amendment 1 Scope.docx ...,..��.. ...._� a,a00,....,..n........ `.,,.. _...e..,._. an. a...,va.,._...,,.a.a,Vat. ,, '1 ATTACHMENT A-AREAS OF ADDITIONAL WORK • �r�rt S t ,11=11111111 .y . .i-,1 ,� Vital��{. �♦ ?' X'0. � --U9� .}. i s � .� �.s- • ', c � SEWER o ,,y 5 LINING SEWERS '=ref Y .'- '� �. N IMPROVEMENTS ON NORTH OE 2ND ST w ° �I a f` • 2NDST P r �gpcgy: ._ ,_�.- P ,.. L , ;''a �C71i h s e'}._i-.u °' a 4 ._an z .'tit- � saa...c: E t STORM ,1 c „-, t3'u u • ,,i _IMPROVEMENTS 'flu; _ ,''6 ,.• : ,p �, - „ ON2NDST z, & "'I .>°u" a u 1 r • PP, y to b ' P, i b.. SEWER MANHOLE . j/ ' RIM AND INVERT • 7F t,_ SEWER AND p a ELEVATIONS f7.. !"" '' • STORM PIPE 1/4' k I, 1"S, 'i"°'n IMPROVEMENTS ,AT 200 MILL AVE S c, ., Ilr+�i�. q i� SEWER f , S>�� ti, tt� -t z 8i .- � i. r} i IMPROVEMENT M ON SUNSET BLVD c ,� i • € °:& illr % ' A r .1f M : • ,� `q'-STORM ,�'` x �' ,'' .koai' ^.�-: ..N a IMPROVEMENTS }'e. -•,,, ,, ,_, ,_.e----*. s ' ON 3RD ST * '�� 4. GEOTECHNICAL WORK TO _ tom?; ,r k r Mit A } a,tt, `k INSTALL GROUNDWATER ,a`hx . i �. MONITORING AT VARIOUS • f >" . A + B. " LOCATIONS • _ iy "-' day'V N iei C06.11461111LITY SYSTEME it MAZE DATA MI OF RENTON 2C,al.,.CMIERVASE NOTED WIG CO.,inCrEacaiti011 Proposed Utilities Existing Utilities Existing Structures City of Renton DUIP —Sewe,Manwr Sewer Mum o Manhole s SPU Cedar R,.er Contract 1 aeaaam 5lormmalar Main gtarrmvater Main Cban t ' Ppenne —�l R _� pnn1 }� Water, Sewer, and ♦ Hydrant aaa KCEastdtla 1 oo Project Limits ` O ®Water Main Water Main • Catch Sawn-Type1 IMerceptpr o ,2ro , toll Stormwater Improvements ♦ Catch Basin-Type 2 grab in FaM 1 L ATTACHMENT B-ADDITIONAL STORM PIPE REPLACEMENTS BASED ON CONDITION,AGE,AND SIZE Lri egend Dxy,m County Boundary Address Li parcels s ` ( r. _ - �� Y Water beaks Areas fILA '} 'tit i I I `�q+ Q NhflwNv Service Areas -' T C I__ _ ., 1 i _._ n r �/� k Network Modern 5 1 • '+ . r i • Control Structures ..�....... f 1 ..._..�. �. • t 1`F Illp Pump Stations � - : Discharge Points er Quality .t—.. Delenbon Fa lilies r -I t- \„"" v "s :lti 709 7''' ..ry 411, 4_a,: �"/f �• 5lonmrater Mains ' vv. Culverts c'll .......1 ., n rams I - _• !i Virtual Drainlirua —_:el, PRI f.Yn' I5 e Facility Outlines II r • - �' Printe N.twoS Siructuna { f 1`, t D `_'eRiigo+f9 ai ! e-. Let' - f .' • t- '.., ` �wa.v am,re,,. ♦ • r ! � `._ f� t Private Control Slmctures e a 1 7 a - ...Tyr S 41: �i "rgpp L 'T 11. arp •r+ Private Pump Stations /S• c 7„ • P Private Discharge Points �i j IYJ k• •"'' r t � • Private Water Duality _ ? J 11,[ { , i 716 -1! -,'' /21 y Private Detention Faullbes ILI Po. ya- •'—sue' yyy��"rrr'yyyf m °' 1 Pnvale Pipes ^� A ' ( ��_- -- 4i - = PMate Guherts i •`.�;��• r ate �J:P7s'. PdvabOpen Drams • • w ',\, •" -r 7p6. + _ i � m Notes Replace storms systems t } ; - ...._... _.__ _. _ �� marked in red with new • - 1 I - 1--' - 4 eri ,r1 "7 7 12-inch main and 12-inch 'Ss^>� I - lI Y la WI i R d' :_'{ _ t r €4k... lateral pipes . ��"99 a3v el i.4 n, J6r0 fir..‘\ rs D'.�.ty .k l t. -- � r, ••( 111 Jill Joe Farah This map is a user generated static atiMut from an Internet mapping site and - -� Is for reference drily Data layers that appear on eiis map may or may ndt he city� e On`,',,x, 296 0 148 296 Fes jfarahaRentorlwa.gov accurate,arrant.or otherwise rNiable. city , WGS_1984_Web_Mercator Ausiliary_Sphere 12/07/2018 THIS MAP IS NOT TO BE USED FOR NAVIGATION Finance 8c IT Division ATTACHMENT C - DUIP ADDITIONAL PIPE REPLACEMENT - 200 MILL AVE S a - - . i \,. a� s •g 1U7 X' # III ,4 i UlF'J LJIl�CSi ` i;� 123r_ 0 a- �� .,; To% '/ it 123 ",ki _ /` E\SP 4 i 21 3 U.:�/ a'•+k ! 'yy' '€K 7J.'.�'( • 1,1 01 0 1 - . , - - c ' t*' 921 • • T -4-, s r - N ':2 0. I..1 ' 201 a a.1 !!51 •207# 15 i "li 1 i #. 207or 207, �� ''` Will need to be reluca�z ri # , -�1 °. i ar©und tine ne w building e#4�a 2o7#407 • s... " 211 ' -based on the preliminary `' p • 207#521 ' '"'x _' z,£k architectural plan 207#606�207#61.2 t � t...i,i '', sr CI 4 +�-j 221 •�. _ 't 41- '226 :el-0f '' 227 's ' I < Y >.=3. ii 228 ! , 235 . Y.'rilci : 231 l 230T .�„ �1 ,--: ,,,,,.„..Y.';'' t. 235' 1 a y 4 922#1 � - Notes Replace storm systems Legend "'mim. marked in red with new -] City and County Boundary Id Pond 12-inch main and 12-inch Addresses T"i Tank lateral pipes. Parcels Vault CI Network Structures Wetland fa Inlet Stormwater Mains 0 Manhole aml. Culverts ® utility Vault = Open Drains 129 0 64 129 Feet E. Unknown Structure Virtual Drainlines WGS_1984_Web_Mercator_Auxiliary_Sphere ® Control Structures Facility Outlines ofReciton,, rill Pumn Statinnc Privates Nestwnrk Strnctiires City Joe Farah Thio map ie a e eron y Datatla srstth t appt fromaro an Is map ayorm yin t be jfarah@Rentonwa.gov is for reference only Data layers that appear on this map may or may not be accurate,current,or otherwise reliable Finance&IT Division 1/16/2019 THIS MAP IS NOT TO BE USED FOR NAVIGATION ATTACHMENT D KPG Phase 2 Survey Base Map Supplemental Mapping(1/28/19) Project Limits The Project Limits are within the public rights of way or as noted. The Project Limits for the purpose of this task are: • SW Sunset Blvd-utility locates and measure-downs on storm and sewer structures from Rainier Ave S to 300 feet west(planimetric mapping has already been completed under a prior contract). (amendment 1 task) • S 2nd St—topographic and utility mapping extending east of Mill Ave S as shown on Figure 1. (amendment 1 task) • Safeway parking lot—horizontal location, rim and invert(at center of channel)for 5 sewer manholes as shown on Figure 2. (amendment 1 task • Shattuck Ave S-topographic and utility mapping from S 4th St to 15 feet south of S 4th Place. (supplemental task) • Burnett Ave S—topographic and utility mapping from back of curb to back of curb,an additional 20 feet north of S 2nd St. (supplemental task) Field survey of planimetric features and utilities.Topographic mapping of the existing ground will be taken at approximately at 25-ft intervals(to 1-ft.contour intervals). Included in this task are: signal loops,utility locate paint marks, surface features(valves, manholes, catch basins,junction boxes,vaults,trees,curbs, planters, driveways,etc.).Irrigation systems will not be included. Perform observation and measure-downs of existing storm drain catch basins and manholes and sewer manholes.The approximate size,type(brick, concrete),and approximate size and location of pipes will be documented.These observations will be made from the surface. KPG shall coordinate utility locates, identification,survey,and other work, as necessary,to locate franchise underground utilities in order to identify any potential conflicts with the proposed improvements. KPG shall subcontract with a utility locating company to paint utility locations within the project limits so that they can be surveyed. KPG shall coordinate with David Christensen and Gregg Seegmiller,City of Renton,to request locates for City-owned utilities. KPG shall conduct CADD mapping work to prepare 1"=20'topographic base map and digital terrain model(DTM)in AutoCAD format of the project within the limits described above. Right-of-way will be determined from available survey records(surveys, right-of-way plans,etc.). Parcel lines will utilize available GIS linework and will only be approximate. Deliverables: A survey base map in AutoCAD Civil 3D format of the project to KPG cad standards. p , + ' _ / ��b FIGURE 1 , • ' N - .n �i a i # !� iiiI ! is ! "'b' ,,,,, ' . • .- . 0 ,,,,.. . _ . � .._ 1aIIII , . i A,.. ,,:. s �� c•,. , . ,S flit t _ I ",fit • r t1?.RK"'4' i ) :'Al, ' �ry a. ... }h' ... A • ih. M.y^ �Jt Y€ / N. rl, Ix� ,' , ,.� ^ a ea cal „a i au 1, 1, Y L > • • �, ///�} Q4, ....„ • . .... - -——- - r -1— •7"1 ;71 L _ , .,.,_ . 1_ .... , . . ----------------ir i -‘ t ipr ---- __t____ ___„—_____ ------------'-'-------=-- ‘:-"- -.,',..7.. .r..., .` ..,........1.1.A._--,.,-,,,-cgr.?„`--qigyiel,„,76,44,_;,2....-- . ' 4,- ' 1. . ,-.`‘---f- , •:. . .......__________. ,„ .. ... _ ..- , 1 Li 'el:' 4 4-2- ....7.? •••- t.-- , i4 ' , ..., " , „ti. 4;1, I t" ' ,•,-.t4...41.0iiii,...--, , 1 I , • 7 ' ,,,-; 4,,,,NritTli1 44Viii 11 i , sr t - "!' )iffi'lli t ., i .,,iittli il,, ti l.' t;'•''I'''''',"',, Ill! 31 111 't ' Er 11 '1. i... ;.:' _,7": 11 tIS 0 9, 4 , - , ,,, --- 14 ',.'' -3 4 ' f'_,.,'AA ,.'it i=• i ...:' I '4."4 II .,5 Sewer MH, ; 1 '1 ii-i--43.` 1- ,,,..73:: i'i-ti '13,11 .?-t: ; .,,,.,•titi j i' Location,Run i ,,, ..,'''' N k # • 1 I '''''" r ,0 . `1,,,, , # ' parking lot 1' 1 ,-. 1 . " 1(amendment 1 7' • ° "I .a..2- —1- —,-,...,_----,_— . ! I-'' -' il ••:. 3 Pa * ,, .,,,,h-.2—-7.1 4±._c' t " f0 I ./1.. '1 . ' ......e. .... r 1 .' ' n-'1‘ ....,,, ' , I.. ..1 ,. 7 i '' '---,--4 ti ' '''''''''''''''''""'''''''°"1:. 's"'":714;"*"'''''':'''.21-Vt:''''Zt=c7,7rinTe'r.°T,,'...,,,,, ,i •i•' , 1.. -........;.............. ---=--- Proposed Utilities Existing Utilities ...,..,,,,,natr.ctu"" ,t,ppLeedar S''''''''''' Cie O. DRAFT KC Eartmde 1 City of Renton DUIP 00000serv.o Water, Sewer, and •=mm Stonnwater Man Stonnwater Mem 4. ',draw: Water Men 3.10. • Catch awn Type 1 interCel.r 0 . '. ilf°- ----R-----77---enton0 Stormwater Improvements o Catch Basin Type 2 murraysmith ATTACHMENT E (7-KLEINFELDER Bright People.Right Solutions. February 6, 2019 Kleinf elder Proposal No. MWRENTON.001C Mr. Jeff Kreshel, PE, Principal Engineer Murraysmith, Inc. 520 Pike Street, Suite#1350 Seattle, WA 98101 SUBJECT: Contract Amendment Geotechnical Consulting Services Groundwater Monitoring Well Installation and Reading Downtown Utility Improvements Project Renton, Washington Dear Jeff: Kleinf elder is pleased to submit this Contract Amendment for geotechnical consulting services in support of the proposed City of Renton Downtown Utility Improvements Project (DUIP). Our proposed scope includes installation of eight groundwater monitoring wells spaced across the alignment. The purpose is to evaluate the depth to groundwater with monthly groundwater level measurements through late winter and into the summer of 2019. We understand the City would like us to postpone any additional services related to geotechnical design or environmental testing and evaluations. Data and soils samples collected during this phase will be retained for use in our later geotechnical study, which we anticipate will be initiated in spring or summer of 2019 as part of a separate scope. Kleinfelder is committed to providing quality service to Murraysmith, Inc. (Murraysmith), and the City of Renton, commensurate with your wants, needs, and desired level of risk. If a portion of this proposal does not meet your needs,or if those needs have changed, Kleinfelder stands ready to consider appropriate modifications, subject to the standards of care to which we adhere as professionals. Modifications such as changes in scope, methodology, scheduling, and contract terms and conditions may result in changes to the risks assumed by the client, as well as adjustments to our fees. PROJECT UNDERSTANDING Our project understanding is based on discussions with yourself and preliminary site plans provided by Mr. Ty Tadano, Principal Engineer, of Murraysmith in January of 2019. We understand the City of Renton is planning to reconstruct water, sewer, and stormwater utilities in a portion of the downtown corridor approximately bounded by South 2nd Street on the north, South 3rd Street on the south, Rainier Avenue South on the west, and Mill Avenue South on the east. The specific project boundaries and extent of reconstruction varies for each of the utilities. We understand that the utility depths will generally range between 5 and 20 feet deep depending on the utility type and location. Our proposed scope of services is based on the project boundaries (Site) as depicted in the site plan provided by Murraysmith in January of 2019 and forms the bases of our proposed monitoring well locations and depths. LOCALMKT.WEOH/SEA19L90829 Page 1 of 5 February 6, 2019 ©2019 Kleinfelder KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 425.636.7901 Project: Murraysmith,Inc. Renton Downtown Utility Improvements Project Supplemental Topographic and Utility Mapping 2/8/2019 Labor Hour Estimate Total Fee Utility Locates Survey- Survey Description by others Technician Crew $ 85.00 $ 112.00 $ 165.00 Fee Amendment Task 1 SW Sunset Blvd-west of Rainier Ave S 3 4 4 $ 1,363.00 S 2nd St-extend east of Mill Ave 3 10 8 $ 2,695.00 Safeway parking lot sewer manholes 2 4 $ 884.00 1 Sub-total amendment task I. $ 4,942.00 31.,.1t....l.A...S ,.......11.....13.4..1,31 4 0 0 ID E,00E.00 D.11M.04 AA.C _spill of C 2..d Cg 2 1 e 901.99 C..L l..t..I.,..,.,.L........l..l...,.,.p:..b t 0,916.00 T.11al I I.....a I .6 I 14 1 is I $ b,I.,b.ds Kleinfelder completed a preliminary, desk-top level Geotechnical and Environmental Review summarized in a letter dated September 1, 2017. Groundwater was reported to range from as shallow as 4 feet below the ground surface to as deep as 20 feet, with the average depth of about 12 feet. SCOPE OF SERVICES Task 1: Field Investigation This task will include eight hollow-stem auger borings and installation of a monitoring well at each location. The borings will be performed using either a truck-mounted rig and/or a rubberized track rig and extend to roughly twice the depth of the utilities planned in the area. The reason for drilling to about twice the utility depth is to collect soil and groundwater data that can be used for shoring and dewatering evaluations in our future study. One boring is planned to about 15 feet, one to about 20 feet, five to about 30 feet, and one to about 47 feet. Refer to the proposed boring locations on the attached Site and Exploration Plan. We request that Murraysmith provide us with available utility maps,which will be used in an effort to locate explorations in areas free of utilities. We will notify the One-Call Utility locate services prior to exploration and utilize a private utility locator in order to clear unmarked/private utilities. Due to the dispersed locations of the borings, One-Call will require a site meeting prior to locating. Additionally, we will meet on site with the private utility locator. We have budgeted for use of an air knife to pothole up to 5 feet deep in 8 locations assuming that the borings will be near existing utilities. The City should be aware that penetrating the site's surface is inherently risky, especially since much of the proposed utility alignment is near existing utilities. It is impossible to determine with certainty the precise location of all structures that may be buried in the ground. Kleinfelder's fee is not adequate to compensate for both the performance of the services and the assumption of risk of damage to such structures. Although Kleinfelder will make all reasonable effort to avoid damage to utilities, disruption of utilities or damage to underground structures will be the responsibility of the City. Services rendered by Kleinfelder to repair them will be billed at cost. We estimate that all 8 borings can be drilled in on-street parking locations, but will likely require lane closures to accommodate the drill rig and support vehicle. We assume work hours will be limited as a condition of lane closures, thereby reducing production rates. We will develop traffic control plans for submission to the City for street use permits and safety at the work sites. We have budgeted for three days of traffic control using two flaggers and traffic control equipment on site. We have assumed that the City will waive fees for street use permits. We anticipate that the approximate exploration locations depicted on our Site and Exploration plan will be adjusted due to utility conflicts, etc. Geotechnical soil sampling will consist of SPT samples taken at 2.5-foot intervals in the first 10 feet and 5-foot intervals thereafter. All the explorations will be observed and logged by a Kleinfelder engineer and/or geologist. Samples will be returned to our laboratory for further examination. Testing will be limited to moisture content, with any additional testing performed at a later date when our design-level geotechnical study is authorized. Environmental testing is not included in our current scope of services. Eight 2-inch diameter monitoring wells are planned to be installed and screened from a depth of about 10 to 20 feet, with adjustments in the screened depths based on conditions encountered. LOCALMKT.WEOH/SEA19L90829 Page 2 of 5 February 6, 2019 ©2019 Kleinfelder KLEINFELDER 14710 NE 87th Street,Suite 100, Redmond,WA 98052 p[425.636.7900 f i 425.636.7901 All wells are to be finished with traffic-rated steel flush mount covers (to be installed through existing pavements). All drill cuttings are to be drummed into barrels with lids. Drums that contain soil with no visible indication of contamination will be deemed "clean" and hauled off-site as clean cuttings. Drums that contain soil with visible staining and/or suspicious odors will be deemed "impacted" and will need to be stored within the boundaries of the site (location of storage area to be identified at a later date and provided by the City, but assumed to be within one mile of the drill site). Task 2: Geotechnical Laboratory Testing This task will include laboratory testing for the geotechnical samples. For identification and estimating soil properties we plan on performing visual classification on soil samples and a total of 48 natural moisture contents. The soil samples will be retained in our laboratory for additional geotechnical laboratory testing to be performed at a later date when our design-level geotechnical study is authorized. Task 3: Groundwater Level Monitoring We will visit the site approximately every month from March through August to read groundwater levels in the monitoring wells. We anticipate a total of 6 site visits for reading the wells, and that wells can be located in areas where traffic control is not required to safely read the wells. Data collected in this effort will be collected and included in reporting for our design-level study. FEE We propose to perform the above detailed scope of services based on our standard 2018 rates on a time and materials basis not to exceed a total fee of$45,322. A breakdown of our proposed fee is presented below. GEOTECHNICAL SERVICES Task 1: Field Investigation Kleinfelder Labor $ 11,528 Kleinf elder Mileage and Expenses $ 1,731 Drilling Subcontractor $ 18,370 Locate, Air Knife and Traffic Control Subcontractors $ 8,976 Task 1 Total $ 40,605 Task 2: Geotechnical Laboratory Testing Laboratory Testing $ 1,200 Task 2 Total $ 1,200 Task 3: Groundwater Level Monitoring Kleinf elder Labor $ 3,517 Task 3 Total $ 3,517 Groundwater Monitoring Well Installation and Reading Total $45,322 This fee does not include costs associated with the anticipated design-level geotechnical study or environmental testing, which are anticipated to be authorized at a later date; construction LOCALMKT.W EOH/SEA19L90829 Page 3 of 5 February 6, 2019 ©2019 Kleinfelder KLEINFELDER 14710 NE 87th Street,Suite 100, Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 observation; testing or engineering consultation during construction; review of project plans and specifications;or additional work requested by reviewing authorities. Kleinfelder would be pleased to provide such additional services, upon request. SCHEDULE We are prepared to begin work within 3 to 4 weeks of receiving a signed contract,subject to driller availability and permitting. We anticipate that field work will require approximately 3 days based on a 9AM to 3PM work window ASSUMPTIONS Based on information available during our preparation of this proposal the following assumptions apply: • Geotechnical borehole layout is acceptable, additional borings will likely be added under a separate exploration scope for design-level geotechnical and environmental services; • Right-of-entry and site access permission will be provided by Murraysmith and/or the City of Renton, including potential private property/utility easement areas; • Available historical and as-built information will be provided by Murraysmith and/or the City of Renton; • Where road closures are required, field exploration can be completed during 9AM to 3PM work window on normal business days of Monday—Friday.Where borings will only require occupancy of on-street parking, field exploration can be completed between the hours of 7:30AM and 5:30PM seven days a week; • Field exploration can be scheduled to occur sequentially on all exploration locations to avoid multiple subcontractor mobilizations; • The City of Renton will waive street use permit fees; • Drummed soil cuttings and water can be stored within 1 mile of the Site; • Not more than 5 drums will be required to contain impacted soil or water; • Air-knife potholing will be required at all drilling locations; • Boring locations and elevations, including monitoring well standpipe elevations, will be surveyed by others after completion; • Traffic control, if required, will require a maximum 2-person crew; and, • Monitoring wells can be read without requiring traffic control. LIMITATIONS This proposal specifically excludes the assessment of environmental characteristics (particularly those involving hazardous substances such as lead, asbestos, pesticides, herbicides, petrochemicals and other substances at the site). Although risk can never be eliminated, more detailed and extensive investigations yield more information, which may help understand and manage the degree of risk. Since such detailed services involve greater expense, our clients participate in determining the level of service that provides adequate information for their purposes at acceptable levels of risk. Our work will be performed in a manner consistent with that level of care and skill ordinarily exercised by other members of Kleinfelder's profession practicing in the same locality, under similar conditions and at the date the services are provided. Our conclusions, opinions and recommendations will be based on a limited number of observations and data. It is possible that conditions could vary LOCALMKT.WEOH/SEA19L90829 Page 4 of 5 February 6, 2019 ©2019 Kleinfelder KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 1 between or beyond the data evaluated. Kleinfelder makes no guarantee or warranty, express or implied, regarding the services, communication (oral or written), report, opinion, or instrument of service provided. Regulations and professional standards applicable to Kleinfelder's engineering services are continually evolving. Techniques are, by necessity, often new and relatively untried. Different professionals may reasonably adopt different approaches to similar problems. As such, our services are intended to provide the Client with a source of professional advice, opinions and recommendations based on our limited number of field observations and tests, collected and performed in accordance with the generally accepted engineering practice that exists at the time our services are rendered and may depend on, and be qualified by, information gathered previously by others and provided to Kleinf elder by the Client. During the course of the performance of Kleinfelder's services, hazardous materials may be discovered. Kleinfelder will assume no responsibility or liability whatsoever for any claim, loss of property value, damage, or injury that results from pre-existing hazardous materials being encountered or present on the project site, or from the discovery of such hazardous materials. Nothing contained in this proposal should be construed or interpreted as requiring Kleinf elder to assume the status of an owner, operator, generator, or person who arranges for disposal, transport, storage, or treatment of hazardous materials within the meaning of any governmental statute, regulation or order. The client will be solely responsible for notifying all governmental agencies, and the public at large, of the existence, release, treatment, or disposal of any hazardous materials observed at the project site, either before or during performance of Kleinfelder's services. The client will be responsible for all arrangements to lawfully store, treat, recycle, dispose, or otherwise handle hazardous materials, including cuttings and samples resulting from Kleinf elder's services, beyond those specifically addressed herein. This proposal is valid for a period of 60 days from the date of issue. This proposal was prepared specifically for the client and its designated representatives and may not be provided to others without Kleinfelder's express permission. CLOSURE We understand that a formal contract will be sent to us containing the agreed upon scope of services and budget. If you have any questions regarding the contents of this scope of services and budget or require additional information, please contact us at (425) 636-7900. Sincerely, KLEINFELDER (YOCAA.A.44 Ranjan Saty hy, PhD, PE, PMP Marcus B. Byers, PE, . ng. Project Manager II Principal Geotechnical Engineer Senior Project Manager Attachments: Proposed Site and Exploration Plan Fee Schedule LOCALMKT.WEOH/SEA19L90829 Page 5 of 5 February 6, 2019 ©2019 Kleinfelder KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1 425.636.7900 f 425.636.7901 i IMW-1 - -_._.- - -{ I 1 MW-S -'!I� — n -�-. _. _ t 6,Surface Elevation=41 I ` I i �_- p \ i }.I Surface Elevation 39 r 7" i Invert Elevation=33 6(N)and 26.87(S) - _ -s r e'-.- c-,, 3 s <�a Invert Elevation 15.6(W)and 15 5(?) �r� � _ i Invert Depth 7.41014.13 - .. _ - --� .�_ ,, Invert Depth 23 4 to 23.5 Ira - lit' __ n9 _Pt ,ca<�macvl q�cva�ro a _ 9 P 7 "f 1 { I�� Monitorl j — {,1 a4' z-, sa>�+ 4 i �'tr:T` I,, :1- >• Well Depth 30 a!M>s Monitoring Well Depth It, ,i�ii T-_ MW-� L,.�;._ _ - Ni,_ Ski r a. - � �r •iF i " I Surface Elevation=33 / I �•>C -' �. - - "�" j- MW? _ _ �M �_ W'4 a 6 r. Surface Elevation=45 r s pIX � J Invert Elevation=19.66(Wj to 1956(E) _ �.- _udace Elevation=33 _ tit - Invert Depth=13.3410 13.44 --- overt Elevation=23.86(W)and 25.49(N) Invert Elevation=(?) ->f. �, `_ l,_ Monitoring Well Depth=28 „overt Depth=9 14 to 7 51 ) Invert D h=? ..,Li _ - - Monitoring Well Depth=30 .. - II- > f�e T onitonng Well Depth 20 ( r AF- I .r I.•.9 4 } i L r 1._ �1',. i ...._ , "g j '- aia __F` iSl lei-- S III iPC- '�- i E_ At, '�Ir ". ,_. I:j r .._ x . I .tf.� Surface Elevation=32 i • F-"'II 1=. ,, 4 - y "'/ -a- F ' Invert Elevation=25.5(W and N)and 25.4(SE) 1 , ' __- Lt_ t ) I I !. ._ 111 '6, f , Invert Depth=6.5 to 6.6 r Monitoring Well Depth-15 I i Ir —. __ Surface Elevation=37 -- " I - - q'. ,a: . 1 _ __ _-_-_- - -Invert Elevation=22.62(W)and 22.52(?) -_ t-. \ _.._ .--- -- 1.__.._ II .,Invert Depth=14.38 to 14.48 `t ,. I� �- �' __ I --'— Monitoring WeN Depth 30 _ +' it -r �' I�- I / I ) /' } I j i =r 1- . -- r I I l �-GroundwaterlMon to npWeli Installation �" p, ration Plan \ V,� 1 r -I r r-- -'F,_„ --- osed e and \rMW-\6 -- --- / __ / J -- Surface Elevation-- - 9 and Reading Invert Elevation (7) _ Z I' L__ -- -` J./ i n 7--(Downtown Utility Improvements Project TN '\ Invert Depth= I, _ _ _ / I '\ Monitoring Well Depth=30 '.February 6,2019 -.� J KLEINFELDER 2018 FEE SCHEDULE PROFESSIONAL STAFF RATES* Professional $ 99/ hour Staff Professional $ 124/ hour Project Professional $ 152/ hour Principal Professional $ 176/ hour Senior Principal Professional $ 217/ hour Project Manager $ 162/ hour Senior Project Manager $ 217/ hour Designer/Drafter $ 96/ hour Senior Designer/Drafter $ 123/ hour Project Controls Professional $ 111/ hour Senior Project Controls Professional $ 176/ hour TECHNICAL STAFF RATES Technician $ 66/ hour Senior Technician $ 90/ hour Inspector $ 90/ hour Senior Inspector $ 116/ hour Construction Manager $ 162/ hour ADMINISTRATIVE STAFF RATES Administrator $ 69/ hour Project Administrator $ 102/ hour Minimum Charges for Office Time Per Day One Hour at Applicable Rate Kleinfelder reserves the right to adjust the fee schedule on projects not completed within 180 days from the contract signature date. Public works projects or projects receiving public funds may be subject to Prevailing Wage laws. The above rates do not apply to projects subject to prevailing wages. Hourly rates for those projects will be supplied separately. Applies to all professional rates including but not limited to civil, mechanical, chemical, electrical, geotechnical and environmental engineers; industrial hygienists; geologists; hydrogeologists; hydrologists; and computer specialists. Hourly rates assume that other direct costs will be billed and reimbursed by the client. Kleinfelder reserves the right to adjust the fee schedule on projects where other direct costs are not reimbursed. Kleinfelder Fee Schedule 2018B Revised 03/2018 Immiummumimmmummou He- no i ,:l , , ,,ii, mllommommoommommummemoll p , il isommoommomoommonsons i " 2 ii-dminomminumummo ,,-.., ti 1111010011101111110111111111010011 I '4, hink