Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WWP2702063
BEGINNING OF FILE FILE TITLE wwP- 4AKit WK5AI1�Gro1� �a STAVO A/ iREypl�I.UTRTlDI�( L ,h 1 k, e I CITY OF RENTON I ABBREVIATED ENVIRONMENTAL CHECKLIST FOR C PROJECTS BELOW SPECIFIED SEPA EXEMPTION LEVELS TM State Enmonms e1 Pw�Ad(SEPA) chapter 43.21C.11CW,relWru a1 eowrrmnnrai agenaes a aveWr he paposal bNwa maklw Ma AMMph the Stale Enve tel Po4y d w weary bantam eatesarael esmp ,n1uW„ w.s d . be i W111i by local aaev»a it tMn le a YM:haoa d pob tbie egnekanl aas arse impacts Tram an otM .cae,.�aannpl praNa. Mhot.ah IM SEPA rulp Jo mt parerally reeuxs am'ro tai W WmW~*M a ,, e b ntsexAcNly exampl,many emaear pnleda w,M led.•pan d a uryr wnda wMCA b rot urnpl. Abe,uMr reoenl puWelmes Iowa CY tle W uMryton Srre Dapannern d Eatbpy.M b ramnxnraW eW epwinee r Iki o,naklor a claw tlW SEPA wu effects rite Tine wools ba meisbm r •tea,Stab Corn d y d R session wNsh hers clef eeraee afauu aonaMar Maly anastal n 0W aa.d.lglav reeivep h SEPA oa"stbbl uaawua s rte Coy d Baleen has ari rated Ye bt,mt in,any:r to eaWi s Colik ens. akiPle ire a not a ewh eweuan era atbch your nraww m eedmerlal Paasa a you need men epw. La rat Maya any aweaon dank—a•eteeaon eoea�ly,Waaaa inns lhla eMr tM�eaon. A. BACKGROUND 1. Name of A;inlicanC City of Renton.Wastewater Utility Section 2. Address&Phone Number of Applicart. 2W M:II Ava S.Renton.WA UM Cloi n a t:-2 id M.Lhristeneen 27 &212 l 3. Project Name Lake Washington No,2 Lift Station FAhp-§IlllnitL9rr, -- 4. Address, Location,Tax Account Number, end Section/Township/Range of the Subject Site. Give sufficient Inionnation for a person to understand the precise location of your proposed project, including a street address: North end of Kennvdale Beach Park Road-3900 Block of Lake Washinoton Blvd.North, 5. Tax Account Number of the Subject Site: g3QZ7o - (xwoS 6 is this proposed action related to an existing structure or activity on or in the immediate vicinity of the nubiact site? X _ yes No 7. Do you have any plans for future additions, expansion, or further activity related to or connected to this project? _ Yes X_ No S. List all governmental apprivals or permits that will be needed for your proposal.if known. I Approval of plan�ap�ppgclticatlons by Dsgartment of Ecoloav 9. Please attach a comphda description of your proposal,including existing uses on the subject site.the proposed uses,the amount of any ginning or filling(in cubic yards),and the size of the project and site(in square fee;). The existing Beu of this ill Is a few an lift station that Is part of a system that serves approximately ;0 homes in the Kennvdale Beach area. The lift station was Installed in 1972 In an snort to remove "is existina homes that fronted Lfi Washington In the Kennydrillf,Bericn area from private d(gpl Jystems that 0J1shnrged Into flea Iako. As part otour 1992 LoU Range Wastewater Management Plan,We evaluated each of our _ono n - e• -anon nr thA station shg_wed that there Is severeQq erlaration 9f much of"Intsrnm mechanical u inns,roar the useful Ilt�g,J_Sh4 2MEk pll Anne and thet the existing electrical system was suyj4gitSg�jj tea and gotenjl�l firs Qpmaae. TI"villyfli also concluded that the existing wgJM1 end 191cf In avatem�ro1i t good con d11.20And did noiwWtrant replacement, I a 7. 4• 1 As a result o'this waluadonMg are vropoalnd to replace the exlstlnv mschanlcal electrical.and vympina tam while Isavina In taclStie exlatlnu wetwell and forcemaln system Thla lUows us tq Inaullatlon o1 elegll�a! yomvlsta the crolect with virtually no exesvatlon oryfldinp rfl45dL441. abinet to a post and Installation of a new security fence will redivilro cast holes to tx dual The ` pigjeot alap Inciudea additional landscaolna to act as s Ouj(gLtg.Ihtl41L4ant lantl uses!, `rr 10. Attach one complete set of project plans,a scaled site plan,and a vicinity map. 11, What is the current Zoning classification of the site?gl 12, If applicable,what is the current shoreline master program designation of the site? Urban 13. What is the current use of the site and adjacent properties, $Ite.aew�e Iitt s et!^^' west-Lake wasMnpton� soylZlL_Slpyls fsmllr seat_$IBp12 Induet,(lef.fBarbN MIIII 14 What were the previous uses of the site? Could any of mesa have-esu'ted in contamination of any type on the site? X_ No Yes. It so,generally describe. Site was uttedes a display efts for Barbee MITI manufactured homes B. ENVIRONMENTAL ELEMENTS I 1. Are there any surface indications or history of instable soils in the immediate vicinity and/or could erosion +1 occur as a result of clearing,construction,or the proposed use? __ (_ No Yes. 11 yes. generally describe and discuss proposed measures to reduce or control erosion,or other impact to the earth, if any. 2. Will this proposal result in the emission of any hazardous substances(such as paint c: Petroleum products fumes), smoke, or odors into the atmosphere during construction or when the project is completed? { _ No _.X Yes. If yes,pleas,,explain and discuss proposed measures to reduce or control emissions W other Impacts to air,If any. Construct equipment will emit eAbLyfk lames Allgdulpme�t will bit4g41rod td meet current abate etendards(pLamisslons. i 3. Will the project require any work over.in or adjacent to(wdhin 200 feet)of any surface water badly,such as a stream,pond lake,or wetland? No X Yes. It yes,please expiain. LI}t etstlon that 1e to M i4p1@544�flvYl•nin twenty test of 4112 Washincton, 4. Does the proposal lie within a 100-year 'loodplain as indicated on the latest Federal Emergency Management Agency (FEMA) map? _ X No _ yes. If yes, please note the floodplain location on the site plan SEA'•[mmnr�/+'f NfY� p4] i.v x•W yv Na]U 9Yxn Arr�, 1 J r l 1 f 6. Is the project located within an Apuiler Protection Zone? Yes.Zone 1 Yes,Zane 2 X _ „ No i f 6. Are there any environmental health hazards, inGudinq poulble exposure to tonic chemicals, risk of fire or explosion,spills or hazardous waste,that you know of that could occur as a result of this proposal? X_ No Yes. It yes,please explain. 7. Could waste materials from the proposal or activities on the site enter ground or surface waters? __Yas _X_No 8. Are there any threatened or endangered species known to be on or near the site" _X No _ Yes. p yes,please indicate what they are. 9. What types,levels.and hours of noise would be ordated by or associated with the project due to its construction or post-development operation? GonatruMloQ_Tvplual construction notes will occur working hours will be limited from 8 A 1 P�7 to fr iaate the c,olse Impacts. OCentbn•Upon completion d Lne groiecl the lift etetion ooeretio aten will aene a minimum level of noise,1h•new etetion however will ge herale Isegsgj}49i1.L44Yli9L:h4.�lntors placement below gLo4Q4__ 'sus the existing above around slatlgn. i 10. Could light or glare from the finished project be a safety hazard or interfere with views from nearby Properties? _X No Yes. If yes,please exr%in. 11. Could the proposes!project after or obstruct views in the immediate vicinity? _ X_ No Yes. If Fare,please dee. ibe. 12. Would the proposed project displace any ex sting recreation uses on site? X _. No Yes. '! yes,please describe. 13. Will the project result in an increased need for public services(for example,fin or police protection,schools, etc)? X_ No ._. Yes. It yes,please explain. SEvr E—a.. uN Wul�y�n'b 1LO 9Ym pY�ylYt.n Vp� T � v i I f� p E i t t CERTIFICATION The above answers are two and complete to the best of my knowledge. :understand that the City of Renton is - relying on them in order to consider the h,.-ly environmental offeCta of the aLove described projoot. Signature. _ Date: _ lift If Relationship to Applicant CITYYQF RENTON=Wastewater Utility Enoineef FOR OFFICIAL USE ONLY: 4e:iewed by:_ Date Reviewed: Recommended Classification: _Exemption Upheld FuCher Intarnation including regular Environmental Cheo:.list requvgd i C:DOCS'A2595 DMC.e� I I , I w.w� a J r k rr z 'S T PO ` ° - - er• �L—qV n Q a�L- W - r, ao s N. 40TH $T. Q ov't. Lot 2 . _ Z` a � 69 �i � Tom]: . C G�. 'd r o 32.00 Acres'- 88 6 �111 121�� I31 10102 b � S.a O56- w L-✓FT r�7/rY/:`oe - � �� 6� $7 ! �� § �jo I ; 2 VLL ao 104 �o? ' IS3 NO TAKE- ° s POO NO\ =i° 103 _ K ,x AKE WAS 102 :> ° x N. 3STH l41 wi > ,� 1 - � b A 14 A7 Pipe Not Located to -411 W h W y ON � W ^1 `O Man J ly e 3 �Ovcrfl 83_ T I 3 g 21 3825 / _k --- ---_—_-- — --_ / r \ imam f�- -- ---- - ------ _ _ 43"Channe -----_-- _ _ - Manha/e, Disclaimer: 1` The asbuilt survey of the sewer line was completed using electronic \ pipe locators and steel probes. Although every effort was made to accurately locate an and profile the sewer line, the an/profile shuts is approximate and has been drafted on information plan/prof lie sheets originally prepared by others. The Snformat ion sham on the plan views has not been surveyed or tied to any known property cornerr,. Or >� Not Locates � — DATUM — S�p�c o V U.S.C. A GS. MIg Datum Conversion Equation: ih v ,I h U.S.GE. Lake Level — 6.82 feet =USC.&GS. Lake Le Overflow G" C./. Pipe 3837 —Lift Station A6 �frslAE+[�794Z n �� � ��� `' ' � Rnl/inn�l'✓r]5S1 II `�'e�, Lierr Line`- ine w_a completed using electronic ' Although every effort was made to -- Bever line, the an/profile hhown eels .ed on information plan/profile sheetsINCI'I I 1 ,rte Information shown on the plan vows any known property corners. AT, FULL SIZE IF NOT ONE INCH SCALE ACCORDINGLY .............. CICEFSERt?of (ptyl$8 Renton -:•• o r {{0 2ZUp55 11?p5p- 91 COURTHOUSE(R) Recoids, Inc Parccel vID kepf er OBARBBEE7 MESTI PRODUCTS INC Pro?_pcprtt Pe rytryttlstCFtps REN I'ON WASHINGTON BL N ON ` PPFrEYe7tdCresb : 41015LAKE WASHINCTON BLVD ON St t WA Owns y gg II``U5- Ownerrstate : WAN Owner Zip : 98057- ga�sbCenssucs TTprract : 0231 e003 / T031 003 unknown• LMAN Subd 1vplspppioCn : 1RR31342//70RR5/1J342R2E77000 - HHIILLMAANSKLAYEHgNASH ;ARDEN OFGEDENN TaxcdoAreL 22Cb//12100- RentoalAi 9S35S511ZN/GUEST HOUSE 3P Front DD3mens.Gn : Lepth DLLaamppeenaarrion : Lail Vale& 49 0.00 Improvementt VLa 1lluue 15 }a, p ExempTdtable • g511 z2 z0 Assessment Year 1991 Ta es Taxes : 91 5889.74 Sa ee P cpeq : SS leBD to 8168620 4 F inancia@@l Lenvdveeqr 11 n Cf TrapsT er Cbae BARBEE�MILL QoiIN lRe Dee 92,5932,201 Previous Own r D /Rel Prev Dote sja e : Prev Pr1ce Faane 260 Water Views WFW / WFW - Location Lake Wash 3,159 prea Ty e Residential euRilavtq Va4u 5200 pdp Ytyrel BAyugialt i "o R.IRImAYDfvvTemmieiaT�t Codeee i SpecifRsExt®hI ecWx''d11oorl R Quality Gradedn POOR//VGD R VecV rood 118314,566 RoomsRBOOasemeeppt 2 POO FC 62 Rooms Fam111 Rooms ptil Rooips Tot P umm�� rppcgcq77 Fupy1 P lumbinguHA8ld8 iLammHa : I FueleSecondar� : NCH / NCH - NO CENTRAL HEATING 6,901 Heat Primmaryry Sv5 e Heat Sfcondaty $4stem i R Air Con�dlitiLL inc7 Area Is c F oor i 460 Area in oor : Area 3 dddd Area 1�2 oor 160 Area asemen Area Me1FF1 BasementrFinished i 620 Other Improvements FSINSC Pp11 J MSC - Mlscel laneous single 1 165,764 R Functional Obsolescence R Locationa O so escepce : R Units 1 Garage bre : Mm A: NW322405 Stories : 1.5 / 1.5 - Stories, Number of 43,214 ExckNe: 0805476 1 L J i I � NumPa 4 - CTE 1910 ONT pue It • •Avera Wash SBa�nak hCi aaess• • GpWod +STR�E as : Tidelands and Uplands Fro tfb@0rderinqq / : Easement Private Drive a Li we�P Pave a Like wash/Samm • Good I ,. ittipy/Terr. . Fair Wa er : Water district SSLeeewe : Public yo '. Slope frontrtotbiacg Level 4 F�ip Name BARBEE FOREST PRODUCTS INC �- i i i J LICENSER TO (p�y1987Aen91nCOURTHOUSE[R) Records, Inc. Parcel ID Number 334670-0070-01 ROef No 000�257186 6 pNANNp p t' Pro p ertpyrtAddieaeg URHgT1RLIW(AwNSHZNGT0 BL N ON Piooegip'tXytdtySC1 v 3{jEANOT51OML1A A P 0lvnerwt : 10NTON K£OWASHINGTON BLVD ON Owns ttyy EN Owner St§Vb : 9Bp56-1500 CR73 ppbbCensus Trac� lN0131 003 / 071 003 unknown* LegalsDesstiOYiion 11222105/LOT-Z14 pgi g15I BLOCK- AA HgILLpNANSGALRE WWNN pGAARDEN O Sub�i Zoningiog i 18111/2//0RR}D 1324JEdenti�T1 1 SFgRg/§igIN%CUESTDHOUSE EDEN38 Tax A ea 12R10D / 22100 - Renton 9,3h Front lmers'or : Depth Dpim nsion : Ia n A ea : g Va us 5g 600.00 Impzoyemen LV IV 344380 Exempt Value 34Tax 4200 Assessment Yeeaar 1991 g ee Taxeeposs 20115 339951.92 SSpleBalespDaat6 c 89030 Finanoiapel LeTndve�L 0 - - Trapsfeddr COCe $ D�/p2D2ED t-�oDeed821�� 76 Previou3 Own r : CO MH JACK L 6 NNA W Prty DZ to Sa e Prev Price Sale : Water Frnt : 40 q V�hevwe : WFW / WFW - Locati.,n Lake Wash 3,u9 Residential Buildiing 4 u : 87000 RgAR ECff%uctly@}ByAgqi alt 1976 I+ R,I AYDveisapl CIjr i Speci C_Arcri ltectu :.xteCcrig OoIWI� fTas 02.0 Y G R Qua1ROY GCB @tln GAD//VGOOD VeGOodood 75,497'Sti6 1 Rooms Baseme t Nos Fam1 Rooms At t Rooms To gum in V PlumbingFFUHue5aa1p,m:)a i Fu4•leS Primaar9 t ELE / ELE - ELECTRIC 85,251 Heat Pr i asryryryecgoyyyndat a FAI / FAI - FORCED AIR 293,513 Heat SBCOn1ary Sstem R Ai Con ti GG rea n Toor 760 Area 7rr loor Area 1/2 llllooI' c Area BBBBase tent AAArea TOThe gasement.rFinishe ° 1430 Other Improvements DCIFMIFAIPVI:4SC % QC1 - f9CK (1) 124,376 / 1 - yre lace s , mull sto y 1 139 933 / Al - }rCpp1 cg s arld itiona 1 S' ,3�3 / PH bVINGG CO C ETE 252 0� / MSC - Miscellaneous 81,M R Functional ObbsolIescence R Incatlonal Obsol escepce : R Units : 1 Garage Are : L Map111111@@Y: NW3252405 Stories 2.0 / 2.0 - 5'torie ;, Number of 56.743 +IvA EjtFRONT2226 Loc CCtittllvoyn :A Lake aWash unc hXQ':htgeri,Gw� 011�e1h$aE�1qs : Tidelands and Uplands FroR❑t/�orderina Easement/Private Drive Suflace PaveC •.., £itv/Terr. : FairExcellent Water : Wat r district Sewer • Pubic gL�xternYaYl n1�lsa cesj,o Slope frontr otba:qlk w Level F11p Name R WAYNE i JOHANNA D UHT i J s ) 6 I CITY OF RENTON CITY CLERK'S OFFICE _ r. 7Q, � r MEMORANDUM Z ! ! l2 DATE: May 18, 1992 r x TO: David Christensen FROM: Georgia A. Shives '-" t e• '�/la�' SUBJECT: CAG-90-079, Exhibit B(ti) h The attached original document has been fully executed and is being returned to you. r Please transmit the original to the contractor and retain a copy for your file. An original document is also retained by the City Clerk. Thar you and have a nice day. 4. � ':•^� Enclosures: (2) ^�r, Wit ' r e 4 l.v ,r� RIMNG/ BUILDING/ PUBLIC WORKS DEPARTMENT �YCY p MUNICIPAL BUILDING 200 MILL AVE, SO. RENTON,WASH. 99055 �� . A . UTILITY SYSTEMS DIVISION-235-2631 TRANSPORTATION SYSTEMS DIVISION -235-2620 t I _ TO: T : NO r: ' GENTLEMEN, aM WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA TIE FOLLOWING ITEM: 1 ❑ SHOP DRAWINGS ❑ PRINTS ❑ REPRODUCIBLE PLANS r SPECIFICAT.-DNS j ❑ COPY OF LETTERCOPIES o T RDESCRIPTION AID REMARKS i THESE ARE TRANSMITTED AS CHECKED BELOW: ----- ❑ FOR APPROVAL- ❑ APPROVED AS SUBMITTED ❑ RESUBMIT _ COPIES FOR APPROVAL ❑ FOR YOUR USE n APPROVED AS NOTED o SUBMIT COPIES FOR DISTRIBUTION ❑ AS REQMSTEU ❑ RETLRNED FOR CORRECTIONS ❑ RETURN COPIES FOR PRINTS ❑ FOR REVIEW AND COMMENT a _ ❑ PRINTS RETURNED AFTER LOAN TO US j COPIES T0: — SIGNED ------- _ TITLE _ --------IF ENCLOSURES AP- NOT AS NOTED, KINDLY NOTIFY US AT DICE ' L . Y n $ i ✓� ROVED j UTILITIES COMMITTEE y COMMITTEE REPORT May 11, 1992 'I e Y LAKE WASHINGTON NO. 2 LIFT STATION REPLACEMENT PROJECT (R i eferred 05/04/921 _� The Utilities Committee recommends concurrence with the Planning/BteWing/Public Works Departmem's recommendation that RH2 rngmeering, P.S. be utilized to i perform Task Order No. 8 under annual contract CAG 079-90. Il Th;s Task Order will provide design engineering services for the replacement of the I Lake Washington No. 2 Lift Station located in the Kennydale Beach area. The Committee further recommends that the Mayor and City Clerk be authorized to execute the subject Task Order. 1 esse Tanner, Chair Bob Edwards, Vice-Chair Timothy J. SrJ It at, Membe, CoeC512343AMC:p9 cc. o.v.Ch.".,,..� i r r t4. I CITY OF RENTON C MEMORANDUM w DATE: April 28, 1992 w . � TO: Dave Christensen FROM: Dan Clements (/aI( NTON C17Y OF REDept. �ngineermS RE: R112'Pask Order No.8 This correspondence will follow-up on your April 22 request for a review of the above referenced contract. The insurance requiremerts are fine,and the contract is acceptable for execution. f If you have any additional questions its comments,please feel free to give me a call. DGcsk cc: Marilyn Petersen c.VatmFnnYnmveavh2 F i qA r � A a CITY OF RENTON ry-.J j Planning/Building/Public Works Department Earl Clymer, Mayor _Lorna Gettmeq Adminlstratoe May 1, 1992 Dan Ervin RH2 Engineering, P.S. 8383 - 158th Avenue NE- STE 200 Redmond,WA 98052 SUBJECT: LAKE WASHINGTON NO. 2 LIFT STATION REHABILITATION TASK ORDER AUTHORIZATION NO. 8 TO CAG 079-90 Dear Dan: Please find attached, for your firm's signature, three originals of Task Order Authorization No. 8. Upon compl, on, please return to the City for final execution. y: The current scheduled date for Council approval is May 11, 1092. If you but any questions, or require additional information, please contact me at 2 212. ` very truly y Da d(('�' chr tensen �{ Wastewater Utility Engineer I D:92-331:010eyr I en«Mrs.Ms i t I I 21Y1 Mill Avenue South • Renton,Washington 99055 v. } CITY OF RENTON Office of the City Attorney Earl Clymer, Mayor Lawrence J.Warren April 24, 1992 ��U t1PR �� 1992 + CIV or RENTON t TO: David M. Christensen, Wastewater Utility =ngineering Dept t. i FROM: Lawrence J. Warren, City Attorney RE: Task Order Authorization No. B - RH 2 Engineering, P.S. h Lake Washington No.2 Ltft Station Replacement Project - CA0-079-090 Dear Dave: I have reviewed the aLove-referenced document and the same is approved as to legal form provided that your department believes the costs are reasonable. Lawrence J. rWarren LJW:as. cc: Mayor Earl Clymer AB.82:18. Post Office Box 626. 100 S 2nd Street-Renton,Washington 98057•(206)2-"-8678 r t a� ' ♦. :n.... v....p.�:....r.Y[.<:.Ww1W».h v4rs+a'....�. .r -e w..v.-:.�. ♦ n.+..wn....+w'm �v9V rgy�{py/ySy{wr .• L AA y. �Y EXHIBIT'T" TASK ORDER AUTHOPIZATION City of Renton ;- y,. Project No. Name of Project:Lake W s�hinaton Lift Staten RehabJkatlon Master Agreement No.:CAG-07990 Task Order Authorization No.8 The City desires to authorize engineering services pursuant to the Master Plan Agreement entered into with RH2 Enainebrina and executed on 10117M and identified as Master Agreement No. A 7 -90. _ All p•oV.sbns In the Master Agreement remain in effect except as expressly modified by this work Authorization and are!noorporated herein by reference. _ Attachments: ' II I DESCRIPTION OF PROPOSED WORK II ESTIMATE OF HOURS AND COST III SCHEDULE FOR COMPLETON OF AUTHORIZED WORK IV ADDITIONAL ITEMS TO BE FURNISHED BY THE CONSULTANT SUMMARY OF FEE FOR ENGINEERING SERVICES Direct Salary Cost.... ................................................... ....... $21,784.00 Overhead Cost(including payroll additives ............................... 160_19% $34,897.00 i Sub-Total W.581, 0 Net Fee ................................................. .......... ... % $6,802.DO Direc'Non-Salary Costs: a. Travel and per diem ....................... $ 620.00 b. Reproduct on expenaee..................... $ 850.00 C. Computer expense ........................ $,¢, OQ�OC d. Outside consultants .......................f 4A00.00 e. Other(specify) ................. .......... f 0 Total ............................... $122_, 70.00 Suu-Total S63,IV.00 GRAND TOTAL $75 77553_00 rcn[ GVU 1N�Grt trvU I4L nU.LUO-00tl-((O5 Kier L[•tlC ii :L[ No.UUr Y.Uo EXHIBIT"B" t TASK OHDER AUTHORIZATION (word, ! Cdy of Renton P Project No. Name of Pro act.Lake WesMhoron LBI Station RehatAleawn Master Agreement No.:CA -079-90 Task Older AWgrization No.8 a you talk UI In In4 Task On*Authorization and agree to the items as staled above,please sign II the sppropdare $Paces below and return to this office Tor final action. The maximum amount payable Uncle'this work authorealln ioclUSNe of all Isas arld other poets Is 37_5.753,OQ. All work undef all$ work authrolzalion shall be pedormao Pursuant to the terms, Conditions, spedaldations, and 6mtallons contained In the Master Agreement. SUMMARY OF PAYMENT UNDER V ORK AUTHORIZATIONS Prior Task Task Order Order Authorization Authorizations No.8 Total Direct Salary cost 37,441.00 21.7g,1.0059.225 00 Overhead 59.975.00 34,897. 94,872.00 (Including Payroill acidyNes) Direct Non-Salary Cos'$ 19,40600 12,270.00 31,676.00 Nat fee 11,690. 6,602.00 18,492.00 Total 129,512.00 7 753.00 204,265.00 !N.tl,NESS WHEREOF,the parties hereto nave executed tins Agreement$e of the day and yea last above within. CONSULTANT CITY OF RENTON BY _ BY Signature Date Slnature Date Earl Cymei,Mayor typo or print name I ATTEST. Tale Authorization Order No. BY Aocount No. Signature Date Marilyr,J.Petersen Prof No. City Clork •s.rw•rn., K1a I a a. CITY OF RENTON LAKE WASHINGTON LIFT STATION SCOPE OF TASKS-REM NO.1 DESCRIPTION OF PROPOSED WORK PURPOSE The purpose of this project is to rehabilitate and upgrade the mechanical.electrical.telemetry, sod wet- well containment systems of the Lake Washington Lift Station. The current lift station has corroded i piping and possesses a history of electrical system failures. t I Task 1 -Collect Survey Information Ol,�ecri e: To collect pertinent site-specific infonnalion in order to identify i'contour intervals,site utilities, all components of the existing lift station, neighboring property lines, and easements. This information will be used to evaluate the condition of the current design and aid in determining the most appropriate layout for rehabilitation of the lift station. i Approa,h 1. Perform topographic survey of project site to obtain contour elevations,location of existing surfacing improvements, and vegetation. Topographic survey is to encompass an area incmrding a 100' radius from the existing lift station and 25 feet on either side of the force main alignment from the lift station to the Metm sewer connection. This survey is to be performer)by a land-based survey crew. 2. Provide horizontal and vertical control information necessary for the consmiction of the permanent installation. This control information does not includt survey information for temporary markings during construction. i 3. Determine location of property lines acid existing casements by reviewing City and County records,tax assessor's records,as-built drawings,and other available documentation. Locate P' derground uldities by wnucting One-Call service in order to have the knot .y companies identify their services in the area. Recover this information wrought site visits, and confirm any inconsistencies between this information and as-built records. 4. Identify the current water levels in the wet well and Lake Washington. Identify the high-water level and low-water level of Lake Washington. 5. Identify critical elevations of the Rushing station at a separate site. Mte.minc pipe inven elevations of intake,discharge and top of standpipe. 1 x5`i\ar0\i.W{a.aVr {: i PR � , 1 q { lroduct. Computer-generated database file and written survey record of field notes. Tbs information is to reflect all current site conditions within the boundaries specified above. '��'• Task 2-Study of Collection System and Flushing Station Flow rates Ob/ecave: To determine the current and ultimate inflow into the collection system through residences and from the flushing station. I Mprooc'h: I. Review properties adjoining this collection system to determine number of hook- ups and volume of flow input at the current time and at saturation development. 2. Perform field tests to determine the rate and volume of flow input tram the flushing station to the collection system. These tests will be done by measuring drawdown in the wet well of the flushing station with intake valve closed,and by determining the time for a tracer to travel from the flushing station to the lift station. 3. Analyze oPeration of flushing station in sequence with the lift station to determine if flow rate into the collection system is adequate to transport sec•age to the lift station and transport it from the lift station into the Metro sewer. Compare flow �- rates and volumes to determine if the entire collection system is being flushed during the current time irtervals of flushing. - Product Preliminary analysis of collection system of flushing efficiency. We may an be able for determine,whether the collection sy:rtem is leaking at this time. We will not be able to determine if the check valves aid' _an-outs are functioning>g correctly.o t . y Task 3•Pre pare ere Pr mlra ry She Plan ,ematives Objective: 7o prepare thin altemativc, rot the rehabilitation of the existing lift smticn These alternatives ate TO include the replacement of the mechanical, electrical, and telemetry I. systems at the lift station site. Replacement of other mirror components of the system may be included with the alternatives, Approoch: 1. Determine maintenance and operation requirements for the efficient fumtioning of the lift station. Review history of maintenance with City staff and maintenance workers. Determine additional lift station features that will assist the maintenance crew with the Proper maintenance of this facility. I 2. Prepare three site plan alternatives. Specific details of the pump's mechanical. electrical,and telemetry systems may be included to show only a general layout of systems. SPecifiL Products will not be selected at this time. 3. Review site plan altematives with City staff and maintenance workers to select the desired alternative and to determine additional improvements for this alternative. This selection process will consist of one meeting at the City offices 2 96Y\aw\LNIa.sUr t';i with City staff and the maintenance crew ffocted by this project. The de,.,sior I of a seleaed alternmi a may be made at a later time. 4. Assist City staff and mwmen:mce cmvs with decision-making criteria for selecting the most suitable alternative. Make recommeratation of preferable eltemative based on scope of improvement,cost,schedule, and future operation ' of this collection system. R E. Prolate. One alternative design selected for preparing project design documents. Once an t alternative design has been selected,project design will hegin based ow that altemative. r Task 4-Prepare Project Deslpn Objective: Prepare plans and specifications for competitive bidding of the rehabilitation of the mechanical,electrical,and telemetry systems:s.te landscaping;and grading improvements at Lake Washington Lift Station A. Prepare Site plan and Dctails Approach: 1. Prepare site map and cover sheet indicating project site in reference to City features. Include notes and tale mtemi ces for construction operations. r 2. Develop demolition plan of existing lift station's mechanical, electrical. and telemetry components. Develop interim service plan and procedures for lift station service ama. 3. Develop site plan it dicating all site improvements w the lift station facility, f including iand:�aping,grading,paving,and lighting. 4. Determine additional easement requirements needed for the rehabilitation and improvements re,the existing oft station. Negotiation of additional easements is to be performed by the City of Renton. 5. Design improvements to existing sewer, stormwater, water, electrical, and telephone utilities. i B. Prepare Mechanical Plan and Details Approach: 1. Select pumps and motors based on system hydraulics. Estimate peak flows, preferred pumping configuration, and system cificiency Lo determine suitable pump mid motor combination and design requirements. 2. Develop configuration of mechanical components in lift station and mechamcal vault outside of the lift station. These mechanical components are to be sufficient to provide adequate operation of lift station during pumping. I 1 u�'�sw,�wu:rcr. r R Fr �r. 1 . 3. Determine suitable coatings for mechanical and concrete surfaces inside the wet V, well and mechanical valve vault. The coating systems selection is to provide Y,. adequate protection from corrosion and water seepage. rsgy,, 4. Design miscellaneous mechanical features to improve the access and function of t the lift station. These features are to include access hatches rnd ladden imo the t mechanical vault and wet well,intermediate larding inside the wet we0, and a s" Sump pump system in the meth nical vault. ` a C. Preparc electrical comn ,itoring, and telemetry plans and details Apyrxrch: 1. Develop dcSign of electrical control,monitoring, and wl=enry systems in order for the lift station to function at design efficiency. 2. Develop comma logic arid pump control system component design. 3. Develop design of telemetry system to interface with existing City telemetry systems. 4. Design overhead site lighting I D. Prepare contract specifications Approach: 1. Revicw standard specifications and update information as necessary for ± application on this project. Use City provided legal documents, Crenerai Conditions,Special Provisions,and Supplemental Conditions. Use KH2 standard technical specifications. 2. Elaborate on detail requirements for mechanical,ekc,trical,control,and telemetry SV"ems. 3. Updae landscaping,grading,and paving specifications. Product: Five(5)review sets and 30 final sets of contract document,. Au 11atis will be prepared in an AutOCAD format that is compatible with the City Systems. All plans shall be in color. All specifications shall be in standard g 1/2"x ,1"size §ound, and the different sections coded will,colored paper. Twit 5•Services During Bidding Objective: Provide administrative and technical senices rte,essary for pnj:ct. Approach: 1. Print 30 sets of contract documens and deliver to City staff for distribution to bidders. 4 xxs,aw,t wraaor i I yf 1+ yr- ryf s.,,. 4 9 E < +.r cep. ".fi ;#.eY ., r MIN t 2. P,ovide construction estimate to determine engineers estimated value of construction cost. 1 .. 3. Prepare bid advenise-ent for newspapers. 4. Respell to bidder's question.. Prepare ncassary addenda. Deliver to City staff for mailing. Attend bid opening. 5. Compile bid tabulation data from bid opening and prepare bid tabulation sheet. Check math and bid requirements. Deliver bid tabulation sheet to City staff for mailing. 6. Review bid submittals and evctuate responsiveness of lnw bidder. 9 Prepare recommendation for project award. Attend a pre-award meeting with the City staff. Product: ..sistama execution of project award, Task 6.Services During Construction j co mpletion, 0 . iral services necessary for wnswcuon comp eta provide administrative and technical ry Objective: m - AFP re roach: 1. P agenda for and attend the pre-construction conference. Pare g 2. Review and approve or reject,if necessary,shop drawings,equipment submittals, sliecifications,and schedules for conformance to the design concclit of the project plans. 3. Make periodic site visits to determine the progress and qualiry of the work and to be sure that the project is being completed in general conformance with the contract documents. The consultant will nx make an exhaustive or continuous on-site inspection,but will visit the site during construction operations for a total of 40 workint days. During the visits,the consultant will keep the City informed of the pmgress of the work: will endeavor to guard the City against defects and deficiencies in the work of the cnntractcr, and may recommend rejection of the work as failing to conform to to contract documents. Attend periodic progress mcetings with City staff and vatractor at City Hall. Coordinate with the City's inspector who will have prim.ry inspection responsibilities. I i 4. Review pmjeet progress pay estimate submittals by the contractor. Prepare progress payments using standard City format. 4 tv, 5. Prepare change orders as necessary. Deliver to City staff for pr^cessing. 6. Attend system testing and sunup. S R6Y\WO\LWL9.BOf e a: 1� 1 ti y 7. Pmvide construction punchlist to City staff at completion of the tesu ng Phase. 8. Conduct an inspection to determine if the project is substantially complete. Determine if the project has been completed in general contormar with the r contract documents. Recommend final payment and acceptance. 9. Prepare as-built drawings and dclivr:r one set of plates to City. it 10. Review operations and maintenance(O&M)manuals. Prixfucr Change orders,appmved st tip drawings,construction punchlist,and ouill drawings for the new facility. Task 7-Permltting and Agency Coordlnatlon Objective: To prepare, submit, coordinate, and seek approval of SEPA checklist and Substantial Shoreline Development permits. Apprunch: Prepare documentation and site play, for inclusion with permit applications. Assume nn public hearings required. Product: SEPA checklist and Substantial Shoreline Development prmrits. City Provided So"ces 1 The information and services which the City will provide in Conjunction with this pmject air: legal documents for easement and right-of-way acquisition,day-today inspection of contractor's work,easement i(I preparation and negotiation. i i 3 1� J C yy �9 y_ so ea as a QYd Ulm IV fit t Fri sill �YY L� i CITY OF RENT ON - LAKE WASH INGTON LIT STATION i SCOPE OF TASK-ATTACHMENT III PROPOSED DESIGN SCHEDULE(1992) wlsgz Pik'S4W-KWSCH.XLS' j DFSCRDT!ON APR MAY NN ALL AUG SM oCf MV DOC Preliminary Engineering Smvtying s Flo%.,Anilysis Site Plan Allemalirq Design Silt Plan Mechanical Plan HMxmric ,-onuol Telemevy Dacumentc Coustrnctiaa Ptnnitting Bidding Consnacnon t i i CITY OF RENTON COUNCIL AGENDA BILL Al,: --� soemu:nv Data: Planning/Building/Public Works Pot Aganc.el: DepllDivlaoara.. Utility Systems Division/Wastewater -Jr. 'y May L. 1992 Star contact_... David M. Christensen Ix-e2ul Awe•statue { ............ X Pudic Neennp... Task Order Authorization No. 8 for RH2 Engineering, P5 to perform an engineering evaluation and to prepare plans Ordinance..,........ and specifiratio l for the Lake Washington No 2 Lift q..olvnon Station Replz.,.,tent Project ola aauro......... - ExNipb' New Bueiro�e_._. Task Order Authorization No. 8 suav sa.>;on...., Intorm.aon...... a.conn»tgaE Action: ApproNe: X Annual Refer to Utilities Committee May 7, 1992 Legal Dalai........ X (Approved 10/90) Fnaaae oast..... X (Approved 1O,9O) lou.r,............... Fi.cal lmp.<c ji A..n,mn q.v„i....... $ 75,000 n.n.rsrrAn»mn..nt....... Amount eoag•tea....... 6275,000 gevenu c.n.raed _ eC110119.59t.3 (s45130Ir.13015.30 e summary of A:Uon: ---- RH2 Engineering, P.S. will perform an engineering evaluation of the Lake Washington No. 2 Lift jStation to determine the type and layout of the replacement station and will prepare construction plans, spe 'ficvaons, and a construction estivate for the implementation of the proposed replacement. Balance of the project budget —11 cover construction costs and staff time. StaN geccrmmanaa4on'. It is the recommendation of the Planning/Building/Public Works that Council authorize the Mayor arid City Clerk to execute the attached task order under CAG 0,9-90 witn RH2 Engineering for engineering and specifications for the Lake Washington No. 2 Lift Station Replacement Project i J A. t d • l EXHIBIT"B" TASK ORDER AUTTARIZATION City of Renton Project No. Name of Project:lake WasMrgbn Lilt Shawn ReIngLidation Master Agreement No.:CAG-079-90 !� 'ask Order Authorization No.8 The City desires to authorize engineering services pursuant to the Master Plan Agreement entered mt- +ith RH2 EnOii ind and executed on 10/17A0 and IdeMOArd as Master Agreement No.CAG-079.90. A I provisions In the Master Agreement remain in effect except as expressly modified by this work Authorization and are incorporated herein by reference. Attachments: I DESCRIPTION OF PROPOSED WORK II ESTIMATE OF HOURS AND COST III SCHEDULE FOR COMPLETION OF AUTHORIZED WORK IV ADDITIONAL ITEMS TO BE FURNISHED BY THi WNSULTANT SUMMARY OF FEE FOR ENGINEERING SERVICES Direct Salary Coil....... ...... 21$ 784.-0 Overhead Cost(indodirV payrol additives ................................ 160.19% $34,897.00 Sub-Total $56,681.00 Not Fee .............. ............. % 6 802.00 ............. ...................... Direct Non Salary Costs: a. Travel and per them ... ................... ll 620.00 b. Reproductun expenax..................... 850-00850.00 C. Computer expense ....................... E 6 8000_00 d. Outside oonsutlents ....................... $4.000.00 e. Other(specify) ........................... $ 0 Total $12,270.00 Sub-Total $63,483.00 GRAND TOTAL $75753.00 i .ewerrv�.e.. I 1 R e.1. -...- L. ICl IVV GVU-OUy IIUO fYPI LG 7[ ll LC IVII UU, Y UJ E%HIBIf "B" E TASK ORDER AUTHORIZATION (coni'd) CRY of Renton Pm)W No. Name or Project.Lemke Wishlrglon LM Station Rehab$anon 9 Master ailreamem No.,CAO-0799p 9 cask Order Aulhodtdtbn No.8 a You Concur In Ihla Task Order AuIh0rleetloh and agree to ins hems as stated BOO, gleam sign In the appropriate I Woes below and return iJ this Office for final oabn. ) The maximum amount payable under this work authorizatln Inclusive Of ell fees and diner Cost$is 575,753 W. t ' All work undo,this work eUVuoltatlon snap be perlormed pursuant 10 the terms. limitations oaasined In the Master Agreement conditions, spoUlkatbns, and SUMMARY OF PAYMENT UNDER WORK AUTHOR I Prior Task Task Order Order Authwlzalions A,a 8 n Toler Direct Salary rose 3�°°1, kLa4n se.225.00 Overhead 59.975.0D (indudlrg PayroN — ' 3°.89700 94,872.00 additives) Direct Non salary costs 19,406.OQ 1 x7 z o tg Net Fee 31.876.00 11, 690. Total 86_ oz.ou 18.492.00 128.512.00 75,753.00 2U4 65,00 IN WITNESS WHEREOF the patllas hereto have axeeuted this AQreomam as of the day and yea last above wrMen. CONSULTANT CITY OF RENTON BY Slpnefute BY Date _ Slpnalure Earl Clymer,Mayor Date ')Fe or p namname to ATTEST Authorization Order fqd. BY Acoount Nit. — --- Signature Date Project No. Marilyn J.Putumej Cry Clark - CITY OF RENTON LAKE WASHINGTON LIFT STATION SCOPE OF TASKS-ITEM NO, 1 ITy DESCRIPTION OF PROPOSED WORK iCr PURPOSE The purpose of this project is to rehabilitate and upgrade the mechanical,electrical,te:emetry, and t- +� weU containment systems of the Lake Washington Lift Station. The current lift station has co piping and possess es a history of electrical system failures rroded. Task 1 -Collect Survey Information Objective: To collect cenimni site-specific information in order to identify, I'contour intervals,site utilities, all components of the existing lift station, neighboring property lines, and easements. This information will be used to evaluate the condition of the current design and.id in determining the most appropriate layout for rehabilitation of the lift station. ApP�h- L Perform topographic rvey of project si,e to obtain conmur elevations,location Of existing surfacing improvements, and vegetation. Topographic survey is m encompass an area including a 100' mriva from the existing lift station and 25 feet on either side of the fork main alignment from the lift station to Ue Metro sewer contcectien. This survev is to be performed by a land-based survey crew. 2. Provide horizontal and vertical control information necessary,for the construction of the P=mom installation. This control information does not include survey information for temporary markings during cc armcuvn 3. Determine location of property tines and existing easements by reviewing City {and County records,tax assessor's records,as-built drawings,and other available documentation. Locate all underground utilities by contacting Ono-caU service in order to have the Imowa utility companies identify their services in the area Recover this information through site visits, and confirm any inconsistencies between airs Irif i mation and as-built records. 4. Identify the current water levels in the wet well and Late Washington. Identify the high water level and low-water level of Lake Washington. 5. Identify critical elevations of the flushing station at a separate site. Determine pipe invert elevation,of intake,discharge and top of standpipe. i I i p:N\Mp\LNIA Ip} I mac. 5 •+ : J t •,mot. Product: Computer-gonerated database file and wrtmen survey rewrd of field totes. This information is m reflect all current site conditions within the boundaries specified above. Task 2-Study of Collectlon System and Flushing Station Flow rates Objective l'o determine the cursed and estimate inflow into the collection system through residences and from the flushing Slane, Approach: 1. Review properties adjobung this colleeuon system to determine number of hook- . ups and volume of now input at the current time and at saturation development. 2. Perform field tests to detemtine the rate and volume of now input from the rushing station to the ellto the system drawdo . These tests will be done by measuring u w'n in the wet well off the flushing station with intake valve closed,and by determining the time for a tracer to have Cation from the flushing station to the lift station. 3. Analyze operation of flushing station in sequence with tie lift station to determinc if flow rate inm the collection system is adequate to transport sewage to the lift Starlet and transport it from the lift station into the Metm xwcr. Compare flow rates and volumes to determine if the enure collection system is being flushed duhng the current time inter.als of flushing. Product: Prelim 'analysis sis of Colle ction ecuon system y of flush uge efficiency. W e may be able - determine whether the correction system is leaking at this time. We will It ,be able to determine if ft check valves and clean-uuti arc fumcuoni - correctl . � Y Task 3-Prepare Prellminary Sre Plan Alternatives Objective: TO prepare duce alternatives for time rehabilitation of the existing lift statom These alternatives am to include the replacement of the mechanical,electrical, and telemetry systems at the lift station six. Replacement of other minor components of the system may be included with the alternatives. i Approach: I. Determine maintenance and operation requirements for the efficient functioning of the lift station. Review history of maintenance will,City staff and maintenance workers. Determine additional lift station features that will assist the In and crew with the proper maintenance of this facility. 2. Pmpare three site plan alternatives. Specific details of the pump's mechanical• electrical,and telemetry systems may be included to show only a general layout Of systems. Specific products will trot be selected at this time. 3. Review site plan alrmatives with Chy staff and maintenance workers to select time desired alternative and to determine additional Improvements for this � alternative. This selection process wifi mnSM of one meeting at the City offices 2 NCN\hip\LWId4(r :c with City^taff and the maintenance crew affected by this project. TTae decision of a selected alternative may be made at a later time. I 4, Assist City staff and maintenance crews with decision king criteria for selecting the most suitable altcmative. Make recnmma:uion of preferable alternative based on scope of improvement,cost, schedule,end future operation of this collection system. Product: One alternative design selected for preparing project design documents. Once an alternative design has been selected,project design will begin based on that 'emative. Task 4•Prepare Project Design Objective: Prepare plans and specifications for competitive bidding of the rehabilitation of the mechanical,electrical,and telemetry systems:site landscaping;and grading improvements at Lake Washington Lift Station. A. Prepare Site Plan and Details Approach: I Prepare site map and cover sheet irdicaring pmjcct site in reference .o Cry features. Include notes and code m. 1crences for construction operations. 2. Develop demolition plan of existing lift station's mechanical, electrical, and telemetry components. Develop interim service plan and proccdums for lift station service ama. 3. Develop site plan indicating ah site Improvemens to the lift station facility, including landscaping,g filing,paving,and lighting. 4. Determine additional easement requirements needed for the iumildmion and improvements to the existing lift station. Negotiation of additional easements is to be performed by the City of Renton 5. Design improvements to existing sewer, smnmwatcr, water, electrical, and telephone uld.ifics. D. Prepare Mechanical Plan and Details Approach: 1. Select puml and motors based on system hydraulics. Estimate peak flows, preferred pumping configuration, and system efficiency to dete.mine suitable pump mid motor combination and design requirements. 2. Deve. ,configuration of mechanical components in lift station and mechanical vault outside of the lid;station. TTcse mechanical components am to be sufficient to pmvide adequate operatien of lift station during pumping. 1 ) call\BN\LWIAF.T �i x• I�/Ye w. ..._..r.....my.aaww5�►.iurF.N�+Ma �:.� �_ 1 3. Determine suitable coatings for mechanical and concrete surfaces inside de wet well and mechanical valve vault. The coating systems selection is to provide adequate protection from corrosion and water seepage. 4. Design miscellaneous mechanical features to improve the access and function of i the lift station. These features arc to include ceeess hatches and ladders into the r mechanical vault and wet well, imem•ediale landing inside the wet well, and a I` sump pump system in the mechanical vault. C Prepare electrical control.monitoring,and telemetry plans and details -. Approach: 1. Develop design of electrical cenwl,monitoring,and telemetry systems in order for the lift station to function at design efficiency. 2. Develop control logic and pump control system component design. 3. Develop design of telemetry system to interface with existing City telemetry f ' systems. 4. Design overhead site lighting. r D. Prepare contract specifications i Approach: 1. Review standard specifications and update mfomnation as necessary for application on this project Use City-provided legal documents, General Conditions,Special Provisions,and Supplemental Conditions. Use RH2 standard technical specification, 2. Elaborate on detail requirements for mechanical,electrical,control.and telemetry {{ systems. f 3. Update landscaping,grading,and paving speci5cu:ons. II 1 PrnduL Five(5)review c s and 30 final v-ts of contract documents. All plans will be prepared in an AutoCAD format that is compatible with the city systems. All plans shall be in enter. All specifications shall be in standard 8 1/2'x I I'size,bound,and the diffetrm sections coded with colored paper. Task 5•Services During Bidding Objective: Provide administrative and technical services necessary for project. Appr h: 1. Print 30 sets of con Tact documents ,md deliver to City staff for distribution to bidders. .5 e al:N�aW�LWIBtln 1 J 2. Provide Wnslruction estimate to determine ,:,.neers estimated value of COMU`UCoOJm WSJ. 3. Prepare bid advertisement for newspapers. 4. Respond to bidder's questiats. Prepare necessary addenda, Deliver to City staff for mailing. Attend bid opening. 3. Compile bid tabulation data from bid opening and prepare bid tabulation sheet. Chock math and bid requirements, Deliver bid tabulation sheet to City staff fur mailing, 6. Review bid submittals and evaluate responsiveness of low bidder, 7. Prepare recommendation for project award. Attend a pre-award mating with the City staff. Prufucf: Assistance with execution of project award. Task 6-Servlxs During Construction Objective: Pmvide administrative and ledmical urvim necessary for cormstruction completion. ApPrxzc,' 1. Prepare agenda for aM attend the prcr uuction conference. 2. Review and approve Or reject,if necessary,shop drawings,equipment submittals, Specifications.and conformance schedules for confoance to the design concept of the project plans. 3. Make periodic site visits to determine de progness and quality of the work and to be sure that the project is being completed in general confomance with the contract documents. The consultant will not make an exhaustive or ccvtinuous on-site inspection.but will visit the site during constnrctlon operations for a total Of 40 working days. During the visits.the consultant will keep the City informed of the progmss of the wrote:will endeavor to guard the City against defects and deficiencies in the work of the contractor, and may recommend rejection of the work as failing to conform to the contract documents. Anew periodic progress mecdugs widt City staff and contractor at City Hall. CooMinate with the Chy's inspector who will have primary inspection responsibilities. 4 Review pmjcct progress Pay estimate submittas by the contractor. Prepare progress payments using standard Cit;,fomat. j 5. Prepare change orders as necessary. Deliver to City staff for processing, i 6, Attend system testing and startup. i i � asntvo�rwixMR i i i 4 , l 7. Provide construction punchlist in City staff at completion of the testing phase. 8, Conduct an inspection to deteunine if the project is substantially complete. Determine if the project has been completed in g-nenal conformance with the. contract documents. Recommend final payment and acceptance. 9. Prepare as-built drawings-no deliver one set of plans to City. 10. Review operations and ma:ntcrtanec(O&M)manuals. Product: Change orders,approved shop drawings,concoction punchlist,and as-built drawings for the new facility. Task 7 Perm ding and Agency Coordination { Objective: To prepare, submit, coordinate, and seek approval of SEPA checklist and Substantial j Shoreline Ikvelopment cetmits. Approach: Prepam documentation and site plan for inclusion with permit applications. Assun.^no I public beatings required. Product: SEPA checklist and Substantial Shoreline Development permits. l i City Provlded Services - 11w information and services which the City will provide in conjunction with this project ':a: legal docurn ms for easement and right-of-way acquisition,day-today inspection of contractor's work,casement preparation and negotiation. e eevhe�auvne:x J i e On y� xi no E E @I t > oZ I� a FF . •~ . y eeass 'sBaa B. F a@ Q�ed sea s BF a aO � t�t 'nno a etltl ee pp _ . . e >6. ennaae oaas stleOn FS5 '. a. tls Ms. . . tl an aoa ea ao <g Q�3 1 a I. G- CITY OF RENTON LAKE WASHINGTON LIFT STATION SCOPE OF TASK-ATTACHMENT ID PROPOSED DESIGN SCHEDULE(IM) 4/15/92 FIn'S4MLKWSCH.XLS' DESCRIMON APR MAY RJN RJL AUG SEPT OCT NOV DFC Preliminary Engineering Surveying FlOrvrotC Analysis i Sitn Plan Altcrnatir�s -- Design Site P.cn Mechanical Plan ElectricaUcontm' Tclemctry ' Documms ConsSvctlon !f Pamilting 1 Bidding Consvuctim ( 1 l_ _J t t SSG I>I.I 1 S NN PIAI R1 u scn� �l> r April 20, IW2 Mr. Dave Christianson i City of Renton l ,. 200 Mill Avenue South p Renton,WA 98055 Subject: Lake Washington Lift Station Proposal and Fee Estimate Dear Dave: We have prepared a Scope of Task, Fee Estimate, and Schedule for the Lake Washington Lift Station Rehabilitation project. Please review these documents,sign, and return one copy to us. If you have any questions, please contact Dan Ervin or me. Sincerely, ae2 ER�Ng,P`sj xl R.Ervin,P.E. Enclosures: Scope of Task Fee Estimate Schedule 4 Task Order Authorization I • Irwroalnraar ----- — RH2 ENGINEFRING,P.S. 83R3 158th e nue ti F • 5une 200 Opportunity Building • Rednwnd,WA 98052 17.06186v-1488• I2061 45.141241 • FAX 121161809-7769 i i i tx; . f . . . s �0+15� iZJtTco:l 14v8Z CnZ2Lo i3� e ru i Yr a 1�r 5Z 94 I i� 3 tN. # ' a w,. r C,ry of RentonvF-- I Project No. _ c-51 - \amc of Project P Taster Agreement No .... Task Order Authorization No. 4 _ `+ t The maximum amount payable under this work authonzatton inclusive of aB fees and other costs as S 71.0aa 00 VI work under this work authorization shall be performed potsuant to the terms,conditions, spectfications,and linutations contained in the Master Agreement, SUMMARY OF PAYMENT UNDER WORK AUTHORIZATIONS Prior Task Order Task Order - Authorizations Authonmiton No. 4 Total n D'rcct aalary Cost S xt7 n+,n an <8 SN tin S)s S12 00 Overhead(including Payroll additives) _ S30,483 00 SI5,218.00 __$45.7C1.00 Direct Nor.-Salary Costs $13.68 Z.00 $44.467.00 $58,149 00 Net Fee $5.701.00 $2,846.00 58,547.00 Total kkk A07 An S7t n:a tin IN WFI'NFSS WHEREOF,the parties hereto have executed this Agreement as of the day and year Inst above written. CONSULTANT CRY OF RENTON i BY / 91 BY Signa rc U. rl c Clymer. Due rl Clymm er,Mayor-� � (LC. ML) HQIu ripe or print name 1jF0C6 MGjt — ATTEST Title Authorization Order No. 4 � 1 Account No. 421/400/18 596.35.65.45100/ Signature Date 7_�tq-7 1 45100/5430 M Project R... 5-551 anlyn J. Petersen - City Clerk I f � . PLANNING/ BUILDING! PUBLIC WORMS DEPARTMENT two MUNICIPAL BUILDING 20C LL AVE.SO. RENTON,WASH. 98055O UTILITY SYSTEMS DIVISION-235-26310 TRANSPORTATION SYSTEMS DIVISION-235-2620 Tu: a No,I RE: ATTN: GENTLEMEN: WE ARE SENDING YOU O ATTACH[[) ❑ UNDER SEPARATE COVER VIA ❑ SHOP DRAWINGS O PRINTS O REPRODUCIBLE PLANS O SPECIFICATIONS TIE FOLIOMIN(� BENS: 0 COPY OF LETTER o COPIES OAT A - DE IPT ION AND RE. VRKS j THESE ARE TRANSMITTED AS CHET ED BELOW' 0 FOR APPROVAL O APPROVED AS SUBMITTED ❑ RESUB11i O FOR YOUR I .' o APPROVED AS NOTED COPIES FOR APPROVAL 0 AS RREVIE F: O RETURNED FAIR CORRECTIONS ❑ RETURN COPIES FOR DISTRIBUTION n FOR REVIEW AND COMMENT ❑ _ CORRECTED PRIN7F COPIES T0: 0 PRINTS RETURNED AFTER LOAN TO US SIGNED TITLE IF ENCLOSUIES ARE NOT AS NOTED, KINDLY NOTIFY LIS AT ONCE — I PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMEN1 ti`tY p I MUNICIPAL BUILDING 200 MILL AVE.S. RENTON,WASH. 98055 • O U'LUTY SYSTEMS DIVISION-235-2631 © TRANSPORTATION SYSTEMS DIVISION-235-2620 4 -.Tice- AT ,708 NO,, ATTN: —�— - ��- _ GENTLEMEN:MESEPARATE _— PIE ARE SENDING Y o ATTACHED o UNDER SEPARATE COVER VIA TIE FD1L011INC ITEMS: 0 SHOP CRAVINGS 0 PRINTS o REPRODUCIBLE PLANS ❑ SPECIFICATIONS 0 COPY OF LETTER 0 COPIES DATE WINER DE501PTION AND REMARKS THESE ARE TRANSMITTED AS CEOKED BELOW: O FOR APPROVAL O APPROVED AS SU814ITTED ❑ RESU911T== COPIES FOR APPROVAL ❑ FOR YOLn USE 0 APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION 0 AS REQUESTED ❑ RE:IRNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS ❑ FOR REVIEW Al COMMENT ❑ _ ❑ PRINTS RETURN.0 AFTER LOW TO US COPIES TO: SIGNED TITLE I IF ENCLOSURES ARE NOT AS NOTED, YINCLY NOTIFY US AT ONCE I i _I 1 J A. J CNAPROF ESSIONAL LIABILITY ARCHITECTS/ENGINEERS h INSURED: R12 EAGINP.ERING, P.S. F_ Pciicy AAE 00-431-23-21 _ MEMORANDUM OF INSURANCE ARCHITECTS AND ENGINEERS PROFESSIONAL LIABILITY Addressee. . This memo-andum is issued As a matter of information City of Renton only and confers no riq`rts Attn: Abdoul-4th. Floor upon the holder. By its 200 Mill Avenue, South issuance ..he Company do,s ^I Renton, Xashington 98055 not alter, change, m, 'iiy or extend the provis . _ns of said policy and does Name and A dress o lnsure not waive any of its rights thereunder. ,i RH2 Engineering,r.5. 8383 158th. Avenue, N.E., 1200 Redmond, Xashirgton 98052 +i Policy Period: 5/29/91 to 5/29/92 f S 1,000,000 Per Cle.im limit o iabr ity inc u9ing c aims expenses S 1,000,000 Aggregate limit of liability (including claims expenses) I 'Ihe above policy has een issued by the Continents Casvn ty Company and is in force at the date indicated below, Dated at: San Francisco, California Date: October 10, 1991 OCT lg ss( CITY OF REN`ON >. Engineering Dept. VICTOR 0. SCHINNERER 6 CO. BY: � AutFor>.ze Representative J I Its/ o PURCHASE ORDER MILLAVES AEMON,wA RBf Renton caa 62056 1421 000400 1b sD 35 65 45130 li —120512L5•ZBTB 45..0 5430 75f75f.0C INSTRUCTIONS PC DATE PAY 19. 1992 'I1ai47 9",214E Dr-v. 9%'qj 7G 1. Sena mvoicaa in TRIPLICATE I.Pvmnasi.1 Dlvialnn,CITY It Ramon. {•-IS•gy ��-" P. All Pncaa am F.O.B.EiaNnowion cnlau UlnaneW USIatl 111 ]. Ino"INl elna Purcnaw. Ear Number A l "ia a(Dmera6eh SNIP TO 4. Lacki g UP with B D a eeEilp on Ine Purcna• OTtlaq an0 anplofp l '9- 7-9-T� Packing Slip wlln aacn iniumanl. 0ILI i R112 ENGINEERING 6383 150TH !Y NE SUITE 700 FEDPC..D. NA 9bD52 lgiEINi1TY UNIT DESCRIPTICYI UNIT PRICE ESTIMATED AMOUNT 1.00eeese\etee4 ee Ve eee0Vee e0e0 I :e etN aH• ee eee HaJ e4e peH♦e♦ i' . I L.S. T.O.Ibr CAN 079-YO LR .A H I S 75.753.00 75a753.P0 ..1r7 at3iSl' Adis:'LA suil{g , { LIFT STATIUN RErAb. T�RR11CC GNCERT161LA .• V 11(( �Ii �� f ME VNDERWW. DID HEREBY nCERTIFr UNMI � PENALTY O[PERIURr,TnAT TW 1MTE IALS NAVE BEEN 1 I rURNbNED THE sERVMEs RENDEREp ON THE UBOR as I'E AJO TDAC pE$0 UWANFREINANDTNATiNf CUW 1 IS CIA OfT. AY u.n uNCAID De'ICaATIDN AwwsT TIrt CITY Of 't: AND 1MAT AM AVTHORI$ED iD �EPLNG/8LDG PUBUN S UTILITY SYS SRNFD � IT rp AIFHOP¢ED SY__ TOTAL 75.753.00 - ° ALPHA o.11.w ' MR.. I �n ) 'Pd b265b jy336M� CONCLI E CE DATE G!" RM2 ENGINEERING, P.S. EEL I SUITE 200 AVENUE 8383 156 TM AVENUE N.E. REDMOND. WA 98052 r -I �. Invoice number 9536 July 9, 1992 v � Pape number + ' r f Project No. 191.066 REN Lake wa6hinplon Litt Station Rehabllltatlon h CITY OF RENTCN 200 MILL AVENUE SOUTH 1 RENTON, WA 960$5 ' - ----- --------------------------------------------------- _______________ CAG 90-079 TASK AUTHORIZATION 140. 6 BUDGET: $75,7$3.00 ll INCREMENTAL BILL NO. 2 AMOUNT OF THIS INVOICE: %4,335.79 BILLED TO DATE: 4,503.49 REMAINING BUDGET: $71,249.51 PROFESSIONAL SERVICES: Hours Rate Amount ______________________ ------- ------ _-____-__- i PROJECT MANAGER E VI Daniel R. Ervin 2.00 86.241 172.10 STAFF ENGINEER 11 David A. Della 2,00 44.885 $2.77 STAFF ENGINEER E I Mark L. Miller 101 25 38.249 3.672.71 SERVICES lUl Al 105.25 4_13,.90 ___ REIMBURSABLE EXPENSES: Amount ---------------------- In-House CAD Sy6tem 62.50 Net Fee (12%) salary+Overhead 119.33 i. REIMBURSABLE TOTAL: 201.111 Total Invoice S 4,Y30.79 I ------ ----- i .uyw F I i r User; <Atl> Client: RENTON, CITY OF Proj0 cl No.: REM 191.068.00 LK WA LS RE i. <Unused 3>: <AII> <Unused 4>: <AII> <Unused 5>: <A11> (Unused 6>: (Ali> (Unused 7): (All> <Unused V'. (Ali> <Unused 9): (All) ____ _______ __________________________________________________ Date Thu 05-28-92 through Fri 06-26-92 Hours _________________________________________________________________________ ' j 06-2.6-92 Daniel R. Ervin 1.00 II electrical meeting with Mark 10 setup power supply scheme. 05-28-92 David A. Della 1.00 Letter preparation to acquire surveying servicea. 06-24-92 David A. Della 1.00 Specification writing prepa-ation. 06-23-92 Mark L. Miller 2.50 Began work on the electrical layout for the lift station. 06-24-92 Mark L. Miller 4.00 Continued working on the electrical layout for the lift station. 06-25-92 Mark L. Mille, 8.00 Worked on the layout of the clntrol panels, _ motor central centers, sizing of conduclu S, and transformer. 06-26-92 Mark L. Miller 9.00 Worked on the enclosure for the electrical equipment. Totals 27.50 51 Page July 7, 1992 r I User: Mark I . Miller Client: (AI O Project No.: REN 191.068.06 tK WA L: RE <Unused 3): <All) (Unused 4): (All) <Unused 5): (All) - (unused 6): (All) (Unused 7): (AI I) (Unused 8): (All) <Unusetl 9): (All) ------------------------------------------------ ------. .._.--.---------- +' Date Wed 01-01-92 through Wed 05-27-92 Hours ----------------------- ------------.--------------------- -------.._-_-.-._ i 01- 30-92 Mark L. Y.i l ter 9.25 x. Worked on the Mechanical Plan. Meet with Dan and reviewed lift station design. 01--31-92 Mark L, Miller e.00 Continued to work on the Mechanical Plan. 02. 03-92 Mark L. Miller 10.60 I Continued to work on the Mechanical Plan. ! 02-04-92 Mark L. Millet 12.b0 Began work on the layout of the electrlcal plan. Started finalizing the Structural and Mechanical Plans with notes and details. 02-05-92 Mark L. M 72.75 to w Continued to work on the electrical plan. Meet with Dan to review design. Revised changes on structural a.id mechanical plans. 02-06-92 Mark L. Miller 13.75 Detailed 5 Noted the Mechanical & Structural plans. v 02-07-92 M..rk L. Miller 8.00 Worked on the Electrical Control panel 3 layout. Meet with the City In Renton for a review of the project. 02-10-92 Mark L. Miller 1.00 Continued to work on the electrical panel layout. 02-18-92 Mark L. Miller 1.00 Worked on the Rail Sy-lem design. w ,luly 9, 1992 Page 1 i [' r ' F ' 1 t . . . via". to the Machani.al 1.00 ------------------------------------------ ---------- ---------- ---------- - 1 kv Worked On Modification 4 ; k tPage7 4 M1 a&n I � . . ' . '� ins .t�} � �. ♦ • : 46 I t ----- CONCUR ICC I 'il DATE �I NAME INITIAL/ Itt CITY OF RENTON i I MEMORANDUM i > DATE: March 17. 1992 T0: Alan Wallis A. Lee Wheeler John Webley Dan Clements FROM: Lynn Guttmann P�. R' STAFF CONTACT: David M Christensen k SUBJECT: PROJECT PROPOSAL FOR THE LA v AAHINt:TDN NO. 2 LIFT STATION REPLACDMf fO � I Attached for your review is the Wastewater Utility Section's I o;. .t ),)p, sa� '. replacement of its Lake Washington No. 2 Lift Station located in �,„ Kenr;o--iv b dch area. If you have any questions or wish to designate staff for the design team, please contact Dave Christensen at X-6212. i Thank you for taking the time to review this proposal. r P• s_ 0.92 209 LAG--.DMC'.pn Cc. Dick Amend AnaeNrwnt r �Y 1I1 lr' i "r.", ! tta LAKE WASHINGTON { #1 NO. 2 LIFT STATION REPLACEMENT 1 1 I NORTH END OF KENNYDALE BEACH PARK ROAD r 3900 BLOCK OF LAKE WASHINGTON BLVD. NORTH I i PROJECT PROPOSAL I j I I PLANNING/BUILDING..PUBLIC WORKS DEPARTMENT . LYNN GUTTMANN, ADMINISTRAI JR I i I Prepared by: David M. Chnstensen Project Manager March, 1992 { Lake Washington No. 2 Lift Station Replacement Page 2 of 5 LAKE WASHINGTON NO. 2 LIFT STATION REPLACEMENT PROJECT OBJECTIVE The purpose of this project is to prepare plans, specifications and an engineers estimate for the replacement of the existing Lake Washington No. 2 Lift Station located at the north and of the private road known as Kennydale Beach Park Road. See attached vicinity and location maps. I. PROJECT BACKGROUND: This lift station was installed in 1972 as part of LID 270 which provided sanitary sewer service to the single family homes that are located west of the railroad tracks in the Kennydale area. The oth,.r components of this system included an 8" forcemain which lies within Lake Washirgton and the Lake Washington Cush station. it. PROJECT DESCRIPTION: A. Existing Conditions: The existing station consists of a fiberglass enclosed, wet well mounted, duplex lift station with a duplex vacuum prming system. In addition to the fact that the station is reaching its useful life, there exists current safety and reliability problems with the station which include: o Severe corrosion to the check valve, shut off valve. entrance ladder and other apparatus, due to their location within the existing wet well. o Overheating and severe deterioration of the electrical wiring. B. 3cope of Work: The project includes selection of the type of station to be used, preparation of the PS & E, construction of the new lift station, and landscape enhancement around the proposed facility. This scope of work assumes that the City will be able to utilize the existing wet well and forcemain, thereby eliminating the need for any major excavation. C. Design Considerations: 11 Perform a pump station Selection Study to ensure that „ie type f station selected best meets the criterion established for this location. ♦1 f r' a Lake Washington No. 2 Lift Station Replacement Page 3 of 5 2) Perform a t000graphical survey of the area to be utilized for preliminary design alternatives as well as for ,he )reparation of .. * the selected alternative in final design. r 31 Develop design criteria for the new lift star.on. 41 Coordinate preliminary and final design with maintenance services to ensure that all maintenance and operation requirements are met. 51 Include an evaluation of the existing privid� aadway as to potential damage that may result from construction activities and incorporate those findings in the final design. I x ..j D. Right-of-WaY: J It is not anticipated that new right-of-v aY or additional easement area will be required. E, Environmental Documents: Due to ttie scope of this project being a repair and replacement of mechanical and electrical components . rhin the existing lift station, l it is anticipated that this project will be categorically exempt from SEPA as well as exempt from a substantial development permit f F. Permits: I � r Permits required for this project include: 1, 11 Department of Ecology Plan and Spec Approval 21 City of Renton Electrical Permit 31 City of Renton Public Works Consrruction Ferm+t G. Preliminary Cost Estimate: Desr n $80.000 g B� !I Construction: $195.000 I Project Total: s275,000 S I N. Funding Source. 1992 Wastewater Capita! Improvement Budget 1421) P n a > s. Lake Washington No. 2 Lift Station Replacement r Page 4 of 5 I. Project Schedule: r 111 Complete Preemmary Design: May, 1992 1 Complete Final Design: July, 1992 Begin Construction: August, 1992 Complete Construction: October, 1992 i z e III. INVOLVEMENTM`^ TICIPATION A. Community. The neighborhood will be notified of the City's intention to replace the lift station. B. Agencies: The Department of Ecology and possibly Metro will be required to approve the final plans and specifications for this project. e C. Private Utilities: Private utilities will be notified during the c'esign phase of this project. No conflicts are anticipated at this time. IV. STAFFING: A. Project Management The project manager will be David M. Christensen, Wastewater Utility Section, from the Utility Systems Division of the Planning/Building/ Public Works Department. B. Design: Preliminary and final design will be performed by RH2 Engineering, P.S. C. Design Team: The design team snap consist of the following staff: David 'A. Christensen of Wastewater Utility, and Paul Forsander of Current Planning. TR — r 1 Lake W,.shington No. . ,a Station Repi..vement Faga 5 of 5 r D. In-Housa Reviews: City of Renton Division's and Design team members will be involved r during reviews. rp 4 MANAGEMENT ACCEPTANCE AND COMMITMENT PROJECT: LAKE WASHINGTON NO. 2 LIFT STATION RE?tACEMENT The following signatures indicate concurrence with the project scope, schedule. and budget as outline�th project proposal. o16c Ma Date OJ J�� 4/Co/9Z Utility Systems Division Manager Date - > 7. -z Transportation Systems Division Manager Date Mainten nce Services ivision ger Date PI ning a Technical Services Man er Data ' - velopment Servic s bivisi n Manager Date Planning/ Idin /P1 Iic Works Administrator Date 0:92 191:1)MQp j �i i R. IF -1itoPID _Rar = u v Vy Y RWa YAa `�1L�1 s a .�R eQSY I � �mt�iV LLL Rya -7 s �a�L j R z., cz� r�41 ;P Loc.nom MAP �-K k1ASA(F�G7Uti {.lo.Z L-If'fYAT101lKE►1AC�itLITA71a1 mart; L� i— I —ro►.�ui ,luvt+�� nolye��i� z� -T+ rol��r4� ddl� [`IO11'0`JO'�1 J S n XXXY n ++ e R 7d R a aMX ss nc. =a t� I rR• � '• R y�lJ •T �V � �1 a o k% 3o I RH2 ENGINEERING, P.S. SUITE 200 i 8383 158TH AVENUE N.E. REDMOND, WA 92052 Invoice number 9536 July 9, 1992 Page nu+ber 1 Project No. 191 .068 REN Lake Washington Litt Station kehabilitation !I CITY OF RENTON 1 i 20P MILL AVENUE SOUTH I RENTON, WA 98055 OAG 90-079 TASK AUTHORIZATION NO. 6 BUDGET: $75.753.00 INCREMENTAL BILL NO. 2 AMOUNT OF THIS INVOICE: S4,336.79 BILLED TO DATE: 4 b01 49 REMAINING BUDGET: 571,249.51 PROFESSIONAL SERVICES: Hours Rate, Amount _-_---._ PROJECT MANAGER E VI r✓;. Daniel R. Ervin 2.00 $6.241 1-2.48 i STAFF ENGINEER It David A. Della 2.00 04.885 89.77 STAFF ENGINEER E I Mark L. Miller 101 .25 38.249 3,872.71 SERVICES TOTAL: 105.25 4, 134.98 REIMBURSABLEEXPENSES: Amount - In-House CAD System .5J Net Fee : 12%) Salary.Overhead 1 6262.50 3933 REIMBURSABLE TOTAL: L41 .83 Total Invoice g 4,336.79 _ J is I _""h LLpma 1 N'q,c,I ro.wdrwntl n,nNl I eM0 wish to f.,fve tM . 0 me a.as ae e e e a toNowinp oervi:ea If.,en e4f:e • ryM loy,IixmO np eEpnaa On IM xv��N Or rM�Ipm an leN w INI'. rNum ew w ro v°" 1 C Atltlrouee's Addleee • 1dNA INe Imm.lu IM Iwn!O11M mplpea'e Or m IM Wc"7- CON M pMMI • wnN"pOrum RO,vyt 4puaM',nrN mNMP NrOn r>e MNenunen z. []gN11:Cted UeliVBry v iNPNum McOrp\fNw�P yuvEe You lix V[npun Ol rM pawn CM Ur olult etmefle,lnr lee.__ ro N tN Cne or MUNry N� �. Arlicb Addressed m: N. Anicb Numeel y� yN^y KIN r OU b. Service Tyw -- /7 301 NE `10 ST ❑Red-sued O Insured cemind ❑coo OMOA/D �!j G EPprese Mail L7 Return Receipt for M r Mraiw_,— 8osa7. Date of DNwery / R. AMr..a AM'..1011Y it Iona et,d Spnemn A tl oa And teen peMl P. 5 near IApenel Ie5 Form ,Novemne, 1990 .u.a droawl—M1eM DOMESTIC RETURN RECEIPT y.b.- T I umM is&TftP YAI UMWCE II II I I I onwm V111�w I i I rewun r AU ux,ow I I l i I �\SFi Prkrc Your �.inw,rrddroM end 21P Gods Mn ry o D F kINT � • r �0 ', �q 'voss ' t �t CITY OF RENTON ' BID TABULATION SHEET PROJECT: 1992 LIFT STATION IMPROVEMENTS DATE: NOVFMBER 4, 1992 l is 1 FORMS BIDDER to ee TF M BID uaF/aat DFa trcl Wet 3.21 Stitt Ta. ' w Aurora Engineering, Inc. A: 1007 - 228th Street SE %'fF, � FZ*t40L B: Bothell, WA 98021 TOTAL: Aq Cj,,dl(o,?> (206)481-5600 Contact David L. Sack Construction A: 456 S.W. 155th fo� B: a Seattle, WA 98166 I TOTAL:.QQ3i 7j?J(,41 (206)243-9757 1 Contact Gary Merlin Construction Co., Inc. A: 9125 - l0th Avenue South YGOI 1 F 138� �r � B: Seattle, WA 98108 TOTAL: S3�J7✓�o.��.c� (206) 762-9125 Contact Harbor Pacific Contractors, Inc -rF �pJ- ' A: 12729 NE 20th Suite w9 1 1 ( B: T Bellevue,WA 98005 Arc? II L TOTAL: 7"Ri p0(,OC (206)453-6651 Contact Lakevue Construction It-. A: 2654 - 170th S.E. „�, ;2,g '� E7�, y4t , B; Be�' aD llZ Bellevue. WA 98008 / t TOTAL: Contact I McClure and Sons Inc. A: 16300 Mill Creel, Blvd. B: 1 �G 68 Iorskt, 4(0l; .- Mill Creek, WA 98012 ) I TOTAL: lC5 S t? I1 T (206) 745-0124i Contact I Nordic Construction A. 2545 SW 116th Lane Seattle, WA 99166 �C)T�I �i3) �._O'PB'S11 iJ- TOTAL: (206) 824-4200 Contact: Olympic Western Company A: 1938 Fiat Avenue South gAI�F 1 p Seattle, WA 98134 TOTAL: 1•. (206) 343-5104Z- b Contact: Omega Contractors, Inc. A: aa �2 p i P. O. Box 430 tF '�� - B: 4�f( 44-3, 1 f Duvall, WA `pf 1 t TOTAL: v,. (206) 891 1697 AV IIZ. Contact: R W Scort Construction Co A: 9940 Carr Road �t rE1 1 / � B: ! Renton, WA 98055 1 TOTAL: 7t liEs�t t75 (206)226-4452 A-fJ l 1 Contact R. L. Ali&Company �n �� A: ,I 9215 M. L. King Way S. 1 v�1 B: Seattle, WA 98118 I IZ TOTAL: (206) 722-4900 Contact: t Seaboard Construction, Inc. A: - 1139 N.W. 52nd S•reet B: — 'a Seattle, WA 99107 �/7 r1 f TOTAL: ,5zj1 �1r0O (206) 781-06" afJ (1 Z Contact Tri-State Construction Ire. A: P. O. Box 3686 1 1 ff4'ND,/iL B. Q�n/Gb2 GjO Bellevue, W A 98009-3686 a (1 7- TOTAL: 6` 6 C (206) 455 70 Contact - g ! Virginia L. Se:tz Contruction Co. Inc. R A: 13810 Pacific Hwy So. B: Seattle, WA 98168 l f ( TOTAL: / (206) 241-9456 Aj (/Z Contact: 1 9CINEER'S ESTIh]AIF, B: $230 0000.00 TOTALS $630,000.00 1 LEGEND fora: ED: Equal ppportmity 86: Bid Bor1 rF: triple Form M: Attlendk Ackrouledpad AE/MBE: Darn B Minorty Bminess form ON: Or, free Berkplecr bidform.doe/c r t RH2 ENGINEEP.ING,P.S. REDMOND.Avenue N.E., N 9 200 ( S f -TER OF URM3RMQL REDOND WAS.{INGTON 98052 (208�089.1488 DATE: 10/26i 92 JOBNO. 1277,20 ATTENTION: Mike Benoit TO City of Renton 200 Mill Ave. So. RE: Cottonwood Lift Station Renton, WA 9F055 aryl' ate. WE ARE SENDING YOU THE FOLLOWING. z Attscheu Under Separate Cover Via: a Shop Drawings Prints —P— -- Samples SpanBkatlons LCOPY of Letter Change Order -- — — COPIES DATE NO. --- DESCRIPTION l '.0/10/99 Construction cost Es.i,.,t_ THESE ARE TRANSMITTED AS CHECKED BELOW For approval — Approved as submitted Resubmit copies for approval % .:Or your use )proved a noted Submit coPla for distribution Lz As requested Returned far correctxtne Return corrected prints �lew and commant�. For Bids Due: Rlnt$returned afar loan to us REMARKB r Variva fron eng.nars estimate pvbllst,ad In Advea,erne tit [ot B!ds. li ) j 1 SIGNED: Davin A. Della �� 11FM,i]i A.i0.W yMli pd` 1� � I r 3 U � � nrva8'�Ff F.'Sfaovvae ,ry 8`.7$nBd� 88FRB'd$f�8$�`&S$ B�d�`an`X�"fina°� 5��."•• �='+8 qao 0 ry m ry ._ c. ---nmm- _..�� rvnrvv-..n� mvnnn rv..nwa- vrva nrvrvrv--rvrv-._rvrvrv-R rvrv - rvrv- o -- m l n g Ervnrvvrvrvvnv-n-�� r.v..nnrv.. enrvnrvnnnmrvvnv vnnrvrvrvrvrvrv-rv..-ry vn�,rvnv rvrvry ` ,,x C V13 - ru{N u� �im� h N�i u�uR urviw VrY. ymmn urvi nm ny � U - m n aV- a^rrvrvrv&m.- --aav - V�- -in m � Q d 3J� o n mr R � U u b c o 3 0 F y y g 9 9 m 0 yu> 15 a $ 0 3 d U t sy r b a .% •p n o [ ¢ i € y -e � • '� > c?,4aa$ iau�fic�i� 6 QQ 3 E F3 o i u+3 E f} a S -JI E Fyy 8 h$ `m EnE pgyp*yy'gj° 6 :J r g S it i - 3fi� >m�i° �3S€i � �su�3 gds "a I ° I � . � . ( I ! |�§!!!!!q/§//■f §f§m»§ $r . 2 / | � � ■l;-�-�--� � f . ! § !2l1...|ff[!)■ §§§|! 2§§§ ! 22 \ . ; || ~ ! UU \ \ _ »�� , JAR - _ 838.p SBE Avenue NI E Sune 200 � p OOP pG^ �G 10 It�G;ld N: REDMOND. WASHINGTON 98052 �206)869-1688 pA�; 10/26/92 MBNO• 191.068 AITMIt@I: Dave Christensen _ TO City of Renton RE: La.,e Washington No. 2 mr. Dave Christensen Lift Station 200 mill Ave. So. Fenton, NA 98055 WE ARE RENDING YOU THE FOLLO\IBIG: .ILI I��— Illtder Bapaov Cove Via: �� Samples Spec"Icetlons { SMp Dnwings PrYM - --� Copy of Utter I_ CMrlgs Order Caeputer di+k — DESCRIPTION NO. I COPIES DATE -- 13/20/92 Conetruetlon Cost Es[Smate II — {L — . '� THESE ARE TRANSMITTED AS CHECKED BELOW For aDorovsl ADDroved as submKled Resubmit topiss for appro., II x For your use Aporaved u noted Submp copMs for tl4trlbullon ' Returnedn ted for eoaabna Return correc prima x 4a rpuesled For review and coalmen. Prints returned sitar loan W ue For Bids Dus: — — (R(�EMARKS — --� F 'rer les Lon engineers estimate pub._shed Sn _ =cclaemant to. e_ds. SIGNFO: 1 David A. oe__a I�M1 Y:CMU]'��AVSV II OA J Y x a 4 rk,e_ i ����RRRRRBg Rm 'RR a aaaaa� a � x � § m 3 C a c mx - c U9 15`3'39n %'3ho� UUUS.SV IJU�uLt u, a b S 3g b y a 3 5 $ E3 33s >°m ? iiii Zj nbo 4' �7 a2 al g b $ nn U g � ; I IN »,��.� °Y3 65 a L lake Washington t2 Ltlt StaWn RepkrseTent Constructlon Cost Estkrwte O� m ulr uw 0". uw..a cm, c. hoot LabW ran Tralaamer d.c%A area" IS $250 1 $25c 1 0 2 $40 52W En**L, Pad 13 S1A00 I SIA-^0 3 2 48 sm $1.960 Ably Staten EA S1,2m 1 $ISm 3 3 72 SI A40 32d40 EG Caneallon IS 55m 1 S6m 2 2 32 5w $1,140 Wa4 U0t4 In MCC EA V00 1 $lm 1 1 8 9160 $260 Senke Ca"W~-Po S $822 1 sra 2 1 16 S320 $1,142 $eMce Corr*~-Telephw LS $&V 1 $6m 1 I d $160 S660 I ux"Q 4cvn A-#8 LF S0 9m $IW 2 2 32 $640 $W7 LYtderpavrd Car -010 LF m 12m $156 2 3 48 sw $1,116 Lhdelpar4 con"-III LF m 30m $I80 2 4 64 $1.2W $IA60 uitdt $7,668 14 410 98.700 $15,768 11% Cadrd _ Area Light PNe B Co ,<* LS SVM I wQ 3 2 a 69W $1.909 t Can6d Erxb a IS sum I $1.700 2 2 32 sw V-W E Ta..trY System LS $1m0 I Sl= 2 2 32 $6D Sl A40 If Conhd-Flom EA Sam 4 $1,200 2 1 16 $3M $ibm Conhd Trorod w EA Syp I bb00 I 1 8 $160 $660 Pale d IS $626 1 $625 1 8 $IW S785 total $6.973 0 Im $2.8$0 S8.853 6% t sb-Tata-Corm.cpt$t l7vA64 237 3370 $47Am $146A64 l00% - Percent of told 64% 46% O,.r end&' of. 30,00% S44,057 Cantun3encv 6A0% $7,343 8a d g 2A0% $2937 r ,� s 0.50% S734 sub-loM -A1W: $56A71 Sole•lo.4 6 2% $4.616 Total 1 i I 10/20/92 I-ape2nt2 t:\apps\excel\datn\ren\LW-EST.W f i I I -- I Ctv,-Trxluxxxi - TrYow� '4,s,t�> _a a xsx r�us Ib if IZ_ Xi pwA (f7 - N uaa�'�t = 23 4AD 37,l57 i 1 WAID-27-2063 LK. WA. #2 LIFT SATIC N REHAB. - SEPA 2 t a 077 P21 199 Receipt forCertified Mag lb lnew hW fa ICova.peR Do mt ✓/ /�1��,/"'✓' Yam/ / �U �/ amm .ue lnlwrwtionM IAW /\Kl/- 1 s n..RRa 1h All) F LWe a a 10T4 A 1 _J City of Renton f 1992 Lift Station Improvements j ADDENDUM No. o f November 3, 1992 To All Plan Holden. You ate hereby notified of the following charges, deletions, additions, corrections, and clarifications to the plans,specifications,and other documents comprising the contract documents for the City of Renton 1992 Lift Station Improvements, Ili 1. Contract Forms Page-7. Item 13 now reads: 13 SY Paving X 1150 SY SHOULD READ: 13 SF Paving X I150 SF_ 2. Technical Specifications-Division 18-Measurement and Payment 18.9 laid Iten,No 13 - Paving - rage 18-3 now teats: The unit price shall be used for pavement area, as shown and additional, that does not exceed 2,000 square vards. Payment shall be by square yard of material as measured in place by the, Engineer. SHOULD READ: The unit price shall be used to calculate the price of Paving the area shown and any additional areas not to exceed 2,000 square feet total. Payment shall be ky Square feet of material a, measure, ;� place co Engineer. I avemenl area is defined as the proposed asphalt Patement as shown on the crostruction drawings and does not include pavement installed 10 replair existing oavemenl. M,m A muoEcauoora.m �J Addendum No. I October 28, 1992 } Page 2 Addendum No. 2 is hereby made a part of the Contract Documents and its terms and conditions are fully binding on the Contract Document holder. He/she shall acknowledge noceip of s Addendum No. 2 6 signing in the g proposal. j Y Bn� B space provided below and attaching rt [o his/her I Receipt of Addendum No. 2 shall also be noted on page 7 of the Contractor Forms, "Schedule of Prices". R1112 ENGINEERING,P.S. 1 Daniel R. Ervin,P.E. Issued; November 3, 1992 Recelved and Acknowledged: Contractor -`—" uy ride ---- 1 Dare i J 4- J J City of Renton Planning/Building/Public Works Department Plan-Holders List 1992 Lift Station Improvements November 02 1992 A�pd�199M1•�b -----� flW,Cul1a:19 c..mrv-i m co MM�9r119 Ar FrO.M37 9d M1 Amphw,s Er•� WA "M SM-9391 Sm4 F' FAx:3M-wlo A FAt 7,1.476p C*�Fade CMlYYab _ sw—cmwn.mm 33112 1336SE 139 NW 3] *".A WA 9tl90 �• FAX:MS-99M WA MIM FAX Nrww arrm�t,r c.. 9U 9W IIET 131]6lyd 0 Can 39m,IIIi V m WA 91M 3M-riM FAX:. �11Yb WA /q11 bI.32" FAX Ukb C� FWyTr MN IM SE 13331 N-*� W., 747 k.0.p9 WA 990M ]o FAX:70499 adk.m WA MI03 9 -931 FAX: Vw6mLF C9ippo Cat _ P-4 Wb Wm9. IM10 Paifm Nw S 3990 Fm Ar SwA S.YOe WA 9EIN FOBr SSIS FAX 2V WA 9E134 _ . . 223.9M0 FAX: 6p.1611 pkC1u-e•tiwn _ - C•m119w&Calppmee b IM)Mill Cra>W, 0.9 U1121336 EE 743.9139 FAX 393-4"3 lY1b mb WA 1tlM nR FvMw Cm pp3 --__ &WSW", 011�Cporrmp ipn 136M U M&a Fa 9b IM I IM Mft Aw NE WA 99so9 ?*.am FAX: NI-FMS WWI WA M19 891.1697 FAX W- 01t i vain: �J I z City of Renton Planning/Building/Public Works Department ' Plan-Holders List 1992 Lift Station Improvements N,,vomtw 02 1992 1 -- S'SF Le (Mnp.WeYvn CoW tam C. 11O1 I ISN M NE 1939 1.A,e 6 Kut WA 96963 S k MA MIN 85l OSN FAX.U1.906'1 NS-51w FAX:M -S16S Tn MYcar9 lw NCS S9N SW 550 ION A9 NK POBNS6O6 LSwxrvd WA 9MM Biwa WA 9600P 6] 6767 FA to-6169 05.7570 FAX 6S]•SM FA] FAX: S FAX: FAX. FN(, 61 FAX: FAX FAX. FAX h'a_ PA9e l S 1 � }bbbbbbT' T ij x�q . r. City of Renton Planning/Buildiug/Public Works Department l Plan-Holders List 1992 Lift Station Improvements !. Mol�ir021992 Hula.P.,:Jw.C.T Tedvwl S.Is 11179 FI.Ift Suk 9 Ib1 1961k 4 i Iklkwe WA 91095 L„moo6 151-m.+l WA 9kW6 FAX:tl)-f996 775.%% FA% 71]•9of1 IAvAm A if W Irc Y1000 Ca�5o N) x]W 61q 09i4/69` RokixM WA 99071 WA 9113M - FAX:695-1790 671.19M FAX:671.NN 1krAc Ccae awn Co hm�,�buuui t'�m.um lre 7:63 SW u5W 9o9k '::A N166 8o9k WA "M 611-3T16 FAX:• P kcm Cara. 9wS 1150/1rik199971bry 610 crr Maa6 F1Y 5 . V+W° WA M75 ll s WA 9p55 )17.9%6 -----FAX:567-9516 n6.4453 FAX'2W-95" k6gCk99l Se•r OrP Y.lni c..otutls I4M9 W C•ok 96W 06 91"ISa Av S MIN WA 9017 96iml WA "IN i 745•0124 FAX: 76I.9151 FAX: 743-6179 A9sHs WCMe:lwdl9e PO m M19 I.NI crag Ru AiL Kialyd n.IMa7M WA MINI IW'. WA MM Rl•1115 FAX: U7.6171 623.5W FAX: w.woa #. RLA6Caal , --_ Caieo Carpvm 9IU M L Xig Way 6 SSS wmw.W9Y W So9k WA "III tt2.99p9 PAX: M-21" I42 W W-M71 FAX: WA 99110 .9flk - Paga 1 y I J r. General Infoonafion a; + The City of Renton sewer maintenance department will ptovid: viewing access to the ezismg lift stations for interested bidders under the foLowing schedule. Cottonwood Lift Station Friday October 30, 1992 1:00 PM - 2:00 PM Monday November 2, 1992 10:00 AM - 11:00 AM Lake Washineton No 2 Lift Station Friday October 30. 1992 10:00 AM - 11.-00 AM t Monday November 2, 1992 1:00 PM - 2:00 PM I' i _ �J City of Renton 199?Lift Station Improvements ADDENDUM NO. 1 October 28, 1992 r 6 To Au Plan Holders: You ate hereby notified of the following changes, deletions, additions, corrections, and clarifications to the plans,spefiftcacons,and other documents composing the contract documents f{ for the City of Renton 1992 Lib Station Improvements. 7 7. Scope of Work"Schedule 4:Cottonwood Lift Station Replacement(M'WP-33- 051J)" i REv.SE the fallowing paragraph: a r "Abandonment of an existing submersible lift station and construction of a new submersible lift station with secondary contairmem around d:e wet i weal Nr� valve vault and nipme,new electrical apd control systems,site grading, wtd rctainSug wells. demolition of existing equipment and a 1 structures. The existing statio,, must remain operational during the a y construction,or the coat..actor must provide temporary pumping facilities. f Completion time is !go working days from the date of the Notice to Proceed." i to read: It 'Abandonment of an existing submersible lift station and construction of . x "'r- a new subme"'of- lift suction w.th secondary containment around the wet well. New salve vault and piping,new electrical and control systems,site grading, demolition of existing equipment and structures. The existing station must remain operational during the construction, or the contrac:or must provide temporary pumping facilities. Completion time is IFO wonting days fmni the date of the Notice to Prccee"..' I 2. Scope of Work REVISE. the following paragraph: "Toe City of Renton will issue a separate Notice to Proceed for each pmject. The City may issue either Notice to Proceed in the Spring of 1993." i ' FErr"tn.am.9vrpuDOEM_m I . t br 1 ,J j" Addendum No. 1 October 28. 1992 Page 2 to toad: The City of Renton will issue a separate Notice to Proceed for each project. The City may issue either Notice to Proceed in the Spring of 1993. The Contractor should anticipate the possibility of a late Notice to Proceed M costs associated with a late Notice to Proceed shall be incorporated into the bid. No additional morass will be given for casts associated with a late Notice ,Proceed." �tt 3. Contract Forms: "Inourance Questionnaire", Page 3, and "Endorsement", 1, Page 4. Reorder the following pages in the Contract Forms Section by placing j them after page 13 (with the page .umbering chnnging accordingly) III ! "Insurance Questionn::ire" =page 12 "Endorsement" = pa;; 13 I "Insurance Information" = page 14 I i 4. Contract Forms: "Proposal', Page 7 t Add the following line item after item 13: i 14 LS Shoring X i =$ (Price in words)" REVISE the following sentence: "Subtotal Schedule U (items 8-12) $ to read: "Subtotal Schedule 8 (items 8-14) S _" PEM,]!1 A 2VPFC8NplEN m, t I Addendum No, I October 28, 1992 Page 3 f REVISE the following sentence: "Total all Schedules (items 1-12) LO Red: $ " "'rood all Schedules (items 144) „ r $ 5. Contract Forms: "Contracts Other Than leedera!-Ald FHWA" Pegg 9 3 10, Item No. 7. REVISE the following paragraph: .17) Thc Contractor shall ecmmenec performance of the Contract no later than 10 calendar days after Contract final execution,and shall complete th- full performance of the Contract not later than 180 working days for Schedule A and 90 working days for Schedule B from the date of commencement. For each And every working day Of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be die sum of$fi00 as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contract to the City.'- to mead: ,.7) The Contractor shall continence performance of the Contract nc later than 10 calendar days after Contract final execution,and shal. complete the full performance of the Contract not later than 180 working days for Schedule A and 90 working days for Schedule B from the date of commencement. The City of Renton will issue a separate Notice to Proceed for each project. The City may issue either Notice to proceed in the Spring of 1993. The Contracm• should anticipate the possibility of a late Notice to Proceed and Prepare to completc the Connect within the allotted time, No Additional monies will be given for costs associated with a late Notice to Proceed. For each and every working day of delay after tEM]�I.]OtgSKCSwIpr M.W I � I T a 4 _ i r Addendum No. I 9 October 28, 1992 Page 4 the established day of complevon,it is hereby stipulated and agreed ' that the dsu[. ges to the City occasioned by said delay will be the sum of$600 as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City." 6. Technical Specifications:"Division 1 -General Conditions',Page 1-1,section 1.1A, "Submittals" .ADD rile foil jwing section: A. A. Suhminals Submittal information shall be provided to the Engineer by the Contractor for the following items. Additional information shall be provided by the Contracmr if requited by the Engineer. A. Regnurd permits b. Statement of Intent to pay Prevailing Wages C. Testing schedule d. Opemdo:.s and Maintevance Manuals C. As-Built drawings f. Traffic conccl plan g. Guarantees and warranties' 7. Technical Specifications: -Division 2 - Sitework" Peoe 2-1, Sectioli 2.11A, "Submittals". ADD the following section: "2.1 A. lubmivals Submittal information shall be provided to the Engineer by the Contractor for the following items. Additional information shall be provided by the Contractor if required by the Engineer. a. Dump site permit(s) NEM,:1)FPWEClu00rMm, I �J f Addendum No tktoocr 28, 1992 Page 5 b. Shoring plan C. Backfiil I it, Dewatering system plan e. Temporary hydraulic discharge permit f. Trees and sod i. g. Fencing h Paving` 8. Tecnnical Specifications: "Division 2 - S'tework••, Page 2.7, Section 2.7, "Fencing" REPLACE the following word: 'B Chain Ling Fence' ito read "B. Chain Link Fence" 9. Technical Specifications: "Division 2 - Sitework••, Page 2.7, Section 2.6E, "Landscaping - Hydroseed•• DELETE the following .section: i • E. hydwu eed" 10. Technical Specifications: "Division 2 — Sitework'•, Page 2.11, Appendix A, "Cottonwood Lift Station - Schedule A, Site Conditions" ADD the following Figures: "Figure 2, Site Plan Figure A-1, Soil Classification System Figure A-2, Vey to Boring Log Symbols Figure A-3, Log of Boring' ncmm x mercuvoocN in, L -j t I . •w SE:o n SY>ui-�EEf vuw.InulCnMil�xm+K.• `'•J// 'R MO\C((13)IfY t1RI XPROM s mNMC To si:�I ��'x CMaI MMRI P.wrV�MJ"Ory tl✓Wan('an.v+w01N 9a Wn hrooW SM M' , MIS�IAII ano tinn:\.awn mNa m�m,x lilVl�EIlE,I11CCB MUNI f � v v u iI I 1 I I SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME ' SYMBOL GRAVEL CLEAN GRAY-L GW WELL-GRACED ORAVELFME TO COARSE COARSE OR.VEL GRA-YI U OP ROORLY-ORwDLD CRAVEN SUNS$ JRE iNAN soa GRAVEL UM ILiY GRAVEL OF, co"SE P.AC INGII WITH FINES REi AN1F0 MORE THAN SO\ ON NP A SIEVE GC CLAYEY GRAVEL RETAINED ON COAR9 AND NO.San S¢YL SAND CL $AN EAN C $W CELL-G SAND SAND,FINE i0 AYD SIP •CORNY-ORAOED 9AN0 -- NONE TN.N eD\ SAND SM IILTY SAND OF CGARSE FRACTION WITH FINES RjASSES A SIEYE $c CLAYEY LAND A. SI FINE LT AND CLAY SAL SILT ,ll GRAINED INORGANIC CL CLAY $OIL$ LIOUIO UNIT LEIS LNAN LO ORGANIC OL Of IANIC lllt. OPOAMIG CLAY NAM SILT AND cLAv MH SILT Or Nw"PLASTICITY,ELASTIC SILT YORF 1 LOt P/JaEa e0.Soo INORGANIC SIEVE CII CLAY Of NIGH PLALT'CITY,PAT CLAY 1 I IIOV10 N NlT LO OP ORE GRGANIC OH ORGANIC CLAY, OROwNIC LILT HIGHLY ORGANIC $OIL$ PT eFu NOTES: SOIL MOISTURE MODIFIERS: 1.F::IG ClafelllGatlDh IE b.A.G on Dry - Abunu OI mDleun, GUUy. Gry vb VSI .Aamin•tlon Of ..It In Cenenl to the foUCh SC co'danc* with ASTM D2488-W ..'.I - Demo. Om nG r1e1DIL .SIRS I. $CII c1u U11ca Non uelnD Ie CGntory IUb to based an ASTM 02487- 90 Wet - Visible free welar Dr aelur L led. ]. Oee GIetlnne OI FDII DNha11Y Or UP Ua11Y Fall Is oelelaeG from conegtenCy are bas.If on De10w weter 'Able Inly Crete Con DI blawcounf G.Ite. Vbu❑ •ppe Aience DI eapa, uYG/or feet Gea. a G b n I 14 Alm SOIL CLASSIFICATION SYSTEM GeolAEngincers FIGURE A-1 I I L _j lit i LABORATORY TESTS. SOIL GRAPH: AL Atterberg limits I CP Compachcn SM Soil Group Symbol CS Consolidation (See Note 2) DS Direct shear GS Grain-size %F Pement Imes Distinct Contact Between HA Hydrometer analysis Soil Strata SK Permeability Gradual or Approximate SM Moisture content Location Of Change MO Moisture and density Between Sal Strata SP Swelling pressure y Water Level TX Triaxial compression UC Unconfined compression Bottom of Boring CA Chemical analysis BLOW-COUNTfSAMPLE DATA. Blows required to drive a 2.4-inch I.D. 22 ■ Location of relRtively spill-barrel sampler 12 inches or undisturbed sample other indir:aled distances using a 12 0 Location o1 disturbed sample 300-pound hammer falling 30 inches. 17 Q location Of 5amoling attempt with nu recovery Blows required to drive a 1.5-inch I.D. 10 0 Location general ra sample obtained in general accordance with (SPT)spLl-barrel sampler 12 inches standard Penetration Test or other indicated distances using (ASTM D-15861 procedures 140-pound hammer falling 30 Inches. 28 m Location of SPT sampling attempt with no recovery ® Location of grab sample 'P'indicates sampler pushed with weight of hammer or against weight 01 drill rig, NOTES: 1.The reader must refer to the discussion in the report rext.the Key to Boring Log Symbols and the exploration logs for a prcper understanding Of subsurface condition,;. 2. Soil classification system is summarized in Figure A-1. 3 L eo 111" �1j j](?�xl•S KEY TO BORING LOG SYM90LS FIGURE A-2 _J .� J {III `el f 9 ~� TEST DATA BORING B-1 DFSCMIFTION Mmrrl.Comm, pew O7 It; v C up rr 2. 5Sl= w"..i Surf.Din,"..ill.) d 1.0 0 Lab Tm (l) ,in Sm own air,con,m mMmm rod am gn vtl lnwdmm it.,mom) 0 SM 16 IS e t 5 5 _SM Gn>lihy fine m mcdrvm eerd wide«wani gnvd ImMinm dcnec,wul MD 29 SI 16 r - SP Gu7 medium.tour Bend wnh«wwnY gnveJ/medium deoee, 10 wal MD /0 IW '1 .I 1 15 15 = SP Grev :a c ra ouu wd end gve ro l wnh«won199661u S P (de..nu r, cry dcnr,wu) Z SM 11 5016' xiata,� `a p 20 20 a SM 11 46 25 J 25 MD 7 135 19 ® a Boring complcrW at 29.0 four on 66/25/92 1 . 30 Ground weer encuun¢rrd to 8,5 fen during drilling 30 OS 35 40 40 Nov-.Su Flg.rc A-2 for caplenYian of eym6ole LOG OF BORING Geo.%, iEngineers FIGURE A-3 1 L_ 1 .aM s ( C Addendum No. 1 � October 28, 1992 Page 10 � � t t I i 11. Technical ItDeciflcations - "Division 3 - Concrete' , Page 3.1, Section 3.1A, "Submittal4". ADD the following section: "3.1 A. Submittals Submittal information shall be provided to the Engineer by the Contractor for the following items. Additional information shall be provided by the Contractor if required by the Engineer. a. Concrete mix designs b. Control tensity fill mix design C. Reinforcing steel shop drawings d. Grout and mortar" 12. Technical Specifications: "Division 3 — Concrete", Page 3-7, Section 3.10, "Control Density Fill" ADL the following section: 1.10 Control Density Fill Control Densiry Fill (C.D.F.) shall be a mixture of Portland cement,fly ash. ..=gprgates,water and admixtures proportioned to provide a non-segregated, self-consolidating, free-flowing and excavatable material which will result in a hardened, dense, non- sealing fill. The material shall be batched and mixed in accordance with ASTM C94 or Section 6-02.3 of the Standard Specifications. Rsquim mcuts for C.D.F. placement, weather conditions, and curing shall be in accordance with Division 3.5 "Cast-in-Place Concrete". CDF Materials PEM„i A W9P[["LSMGIEH y, L Y l 1 Addendum No. I _ October 28, 1992 Page it �E f S r Cement ASTM C-150 or AASHTO M85, Type I or II Fly Ash ASTM C618, Class C or P Aggregates ASTM C-33 Water WSDOT/APWA 9-25 Admixtures ASTM C494 Air Entraining Admixnue ASTM C260 Class A 28 day strength 100 psi minimum,2W psi maximum Water Ratio 50 gai/cy max Cement Ratio 30 Ibs/cy Fly '.sh Ratio 200 Ibslcy Aggregate Xatio 3200 Ibs/cy Course Aggregate Limits 318 inch maximum" 13, Technical Specifications: "Division 3 — Concrete", Page 3-7, Section 3.11, "Precast Concrete" ADD the following section: 3.11 Precast Concrete All concrete structures identified on the construction drawings as being precast, prefabricated, or not specifically detailed with reinforcing steel shall conform to this section, These structures shall include concrete manholes, vaults,and appurtenances. 1 Precast concrete manholes shall conform to ASTM C478. The rubber gask-t joint shall conform to ASTM C 443. Additional reinforcement shall be provided within the precast concrete structure at all penetrations,openings,joints,and connections that have been shown on the construction drawings and are not no'mally provided with the standard structure. This additional tanforcement sha. a provided to allow the stricture to withstand the anticipated loan, used to design the standard.structure. - Precast vaults shall conform to ACI 318-86 and be constructed to the ,quivalent dimensions and functional characteristics of the specitic product identified on the construction drawings. Precast ucvnxn.mmarcwuo�crm, r, Ac i• hT I Addendum No. I October 28, 1992 Page 12 t,[ t vault shall be constructed to withstand anticipated construction loads that occur during transport,:andling,and placement as well as the anticipated design loads. Design loads shall include the anticipated soil pressures, hydrostatic loads, and 11-20 vehict:lor load rating:' 14. Technical Specifications: "Division 10 — Speciultir t", Page 10-3, Section 10.2, "Submittals" ADD the following Section: -_ "6. Submittal Information The Contractor shall submit construction drawings and design �aiculations prepared for the fabrication of the FPP tank and associated accessories to the Engineer prior to fabrication. All calculations and construction drawings shall be pmpa= and stamped by a registered professional 999{ engineer licensed to practice in the State of Washington.' 15. Technical Specifications: "Division 11 - Equipment", Page 11-4, Section f� 1-,.3, G, "Bearings" 1 REVISE the following-entente: I "Bearings shall be designed for a minimum life of 1,000,000 hours." to read: I "Bearings shall be designed for a minimum life of 100,000 hours." 16. Technical Specifications: "Division 11 - Equipment" Page 11-9. Section 11.7, "Sump Pump" ADD the following sentence to the end of the paragraph: uEm-.n.F.marcGMpp[u mi / J I i Addendum No. 1 October 28, 1992 f Page 13 _ 1 "Sump pump located in the valve vaults shall be controlled by afloat Iy switch with It piggy back plug fur manual override." 4 17. Technical Specifications: "Division 16— Electrical", Page 16-25, Section E 16.11, C 1, "Wet Well Secondary Containment Level Floats" ADD the following section: ,.� 1• Wet Well Secondary Containment Level floats Float switches for wet well secondary containment level sensing shall be mercury tube _,witch type encloses in a sealed polyurethane Float. A weight shall be on the cord near the float switch. Float switch shall be mounted accordingly to avoid nuisance tripping of less than. 3 inch Pump down. A second float switch shall be installed to add redundance to the control. The float switch shall indicate to the con:M1 system that wastewater or water is inside the secondary containment." 18. lechnical Specifications: "Division 16 - Electrical" 1e 16.25, Section 16.11, R, "Wet Well Level Transducers" REVISE the following sentence: "The transducer shall be provided with enough cable(submergence-proof) to allow for an unspliced run from the telemetry electronics to the transducer." to sad: ""he transducer shall be provided with enough submergence-proof cable to allow for an unspliced run from the transducer electronics to the ' transducer. Locate the transducer electronics in the Pump Control Box located near the wet wcll for Schedule A and in the Control Equipment Enclosure for Schedule B.' RFm,nr.p mavrca.00ew.m, AK 9 - ' Addendum No. I t October 28, 1992 Page 14 it k , .IIII- 13. Technical SPeclflcatlons: "Division 16 - Electrical", Page 16.27, Section e 16.11. Y 1, ••Flow Control Limit Switches" ADD the fallowing Section: 1 "Y 1. Flow Control Limit Swiuh Provide heavy duty, oil tight NEMA 4 limit switch with SPDT contvcts rated for 10 amps continuous load and mounting accessories. The switch shag include a stainless steel roller arm actuator with nylon roller and bt Square D Class W Type BD or equal. One switch shall be provided per check valve. The limit switch!hall indicate to the control system that flow is moving through the chick valve." 20. Technical Specifications: "Measurement & Payment", i-age 18.2, Section s 18.8 "Bid Item 7- Shoring" I REVISE the (allowing sentence: "1&8 Bid Item No. 7 -Shonng to read: 18.8 Bid Item No. 7 and 14 - Shorine" - 21. Technical Specifications:-"Measurement& Payment", Page 18-2, Section 18.9. "Bid Item No. 13- paving- REVISE the following sentences: "18.9 Bid Item No. 13 - Paving The unit cost price shown shall cover the complete cost of providing all materials, placement, and compaction for the pavement area that is shown on the plans and additional Pavement areas that are not shown. arrnun u.mn+ccsuocc.1.mi L oil Addendum No. 1 October 28, 1992 Page 15 i The unit price shall be used for pavement area. as shown and additional that does not exceed 2000 square yards." m read: 1118.9 Bid Item No. 13—Paving The unit cost price shown shall cover the complete cost of providing all materials, placement, and compection of Pavement for the pavement area that is shown on the plans and additional pavement areas that are not shown. The unit price shall be used for calculating pavement arts as shown." 22. Technical Specifications:-"Measurement 3 ueyment", Page 18-3,Section � 18.9, "Bit] Item No 13- Paving" ADD the following paragraphs: "Add Unal pavement may be required, The total pavement area in which the indicated unit price shall apply shall not exceed 2,000 square yards. Additional pavement area required beyond the mea shown and above 2,000 square yards of total Pavement area for the project shall the Contractor.'be paid for on a unit prier,basis that is agreed upon by the City of Renton and REMt.n-py�gpECEwiDFH OJ } Y 1 �i l Addendum No i October 28, 1992 Page 16 23. Construction Drawings-"Schedule A-Cottonwood', Dwg. No.C01,Sheet 2, "Existing Site and TESCP Plan" DELETE the following: "Preliminary Stamp" ADD the following: "Rick Harben, PE - stamp" 24. Construction Drawings-"Schedule A-Cottonwood", Dwg. No.CO2,Sheet 3, "Proposed Site Plan" DELETE the following: "The 15"I.D. viewing access hole in the wet well." 25. Construction Drawings-"Schedule A-Cottonwood", Dwg. No.CSJ,Sheet 5, "Structural Plan and Details" DELETE the following; "The 15"diameter viewing access hole shown in the plan view." 26. Construction Drawings-"Schedule A-Cottonwood",Dwg No.G14,Sheet 6, "Structural Details", Detail C, "Manhole Joint Connection" 'Detail C, 'Manhole Joint Connection" shall be used on Schedule B - Lake Washington,Dwg.No,C13,Sheet 13,to connect the existing concrete manhole to the new concrete manhole user section." 27. Construction Drawings-"Schedule A Cottonwood", Dwg. No.MOt,Sheet 7, "Mechanical Plan and Details", Det.,ll 1, "Elevation View" 11EM•tl1.3V.L0.9PKdi,IpEN W, i 1 I Addendum No, 1 October 28, 1992 Page 17 REVISE note to 27.25'Elevation Bubble: "Lead Start" to read: 'Rednmiz,u Stun" 28. Construction Drawings-"Schedule A-Cottonwood", Dwg. No. M01,sheet - 7, "Mechanical Plan & Details", Detail 1, "Elevation View" REVISE note to 2615' Elevation Bubble: "Lead/lag Stop'. 1 I to read: d Stan" t 29, Construction Drawings, "Schedule A-Cottonwood", Dwg. No. M01, Sheet 7, "Mechanical Plan & Details", Detail 1, "Elevation View" "The 15"Diameter Schedule 40 PVC pipe shaft for the�Jmp Pump access shaft should be revised to be only 12"tall." 30. Construction Drawings-"Schedule A-Cottonwood", Dwg. No. M01,Sheet 7, "Mechanical Plan & Details", "Piping Legend" REVISE,Note V in pi, J g Legend: "15"Diameter Sciwdule 40 FVC pipe shaft for sump pump access shaft to have wide slot screen at lower end to allow flow intc .,s high density fill from entering waft." )C. Prevent R to read: J Aw m 1V InevnnW . 1!"Wy C..r..p r. er, Fvc ;^pe salt fa t®p P®P YN Yr►Y�IN fviair gave/ ml flows,sratnnl pit. ' �I 1•N111NIIMiNII IIIIWINMI,"Obhodulel A•Cotlonwood-,Dwq. No.M01,Shoe MaM/ald..al Ilan NOW(!Hallo", bunpaand Installation of FRP Tank Into hNNNlala Moldlals• NO I At. the pdh,wlna stale& and renrranRe the sequence: 1 M,e,1, vlwp,a•a a, Iruam, of FRP wnk and swop sW to In,,,61r Iraal WoRkv, hw 1'MP,v,a1 „ hw .,,,,N, peory,M'IVNtl shall uttn Fws,tion." HI 1Wv1 '1 NrMF vvwlv,�„ e• Avhwt, 4 !'RP url to Ftovide band Mwtw v \W vvvvvr• Y`v*vw rM ��+.« :•.n ,.,r=a,•. A V^tltt rw,vww �' \'MMMMl�1 i'�sMYII�►,'Mds�/eila A�CaMawae\>,E' ber.. vc- t�i 9wrrc - M Mr+rw*A*040!11##WM R IlM1110M t' �My4 atiaw..� ..\ew. !\a• A tw1tY \� itimu,e . x 1ta ♦\ �\*w>�.�+ 'Skrh,ewt! f .aYw Mrlsta\pmn' �, 'lit. «""".+r INN* ♦at iM NMIn1 L +1�' wa—a.naws - Maw Addendum No. 1 October 28, 1992 I Page 19 f, i 34• Construction Drawings, "Schedule t3 Sheet 15, "Mechanical Plan & Details" eke Washington", Dwg. No. Mtt, REVISE Note M in piping legend: i 1 f "4"UI SP001 (FL x PE), APPtoximately. Length = 3'-;— to read "4"DI spat' (PE x PE). Approximately. Length = j'-3— 35. Construction Drawings, ' Sheet 18, 9 'Schedule B - Lake Washington"ls a , Dwg. No. UO2, Ladder in Litt lStation"and US "Aluminum cicess Ladder In Valve Vaul,, CLARIFICATION: "Ladder rungs shall have a minimum length of 18 inches.,, 36. Construction Drawings, "Schedule A - Ct 'tom-..,,a & Sched;;,, S . Lake Washington", Dwg, No. E25, Shoot 19, "Electrical Controls", Logic Diagram. CLARIFICATION "The two Hand-Off-Auto switches located within dashed blue box are Schedule A only.,, nFM,zn.yma°R+y,ux4 m, r 1 r Addendum No. 1 t :...'. 0.tober 28, 1992 .... tt Page 20 f r, y * j Addendum No. I is hereby made a pan of the Contract Documents and its terms and conditions are fully binding on the Contract Document holder. He/she shall acknowledge receipt of Addendum No. 1 by signing in the space provided below and attaching it to his/her proposal. Receipt of Addendum#1 shall also be noted on page 7 of the Contractor Fmms, "Schedule of Prices". i d RH2 ENGINEERING,P.S. Daniel R. Ervin, P.E. Issued October 28, 1992 Received and Acknowledged: I Contractor — --By Tide —-- Date f i f i i i PEMtP--A 110.4PkGMWFN pt1 r4