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HONEY CREEK SEWER S-296 1+ Consultant Agreement BEGINNING OF FILE FILE TITLE co „ s � � ta � t / ' 9 rig • (IF Rf PUBLIC WORKS DEPARTMENT DESIGN U110TY ENGINEERING 0 235.2631 MUNICIPAL OUILDING 200 MILL AVE.SO RENTON.WASH.98055 e. P ♦r40 SEPTE DATE: TTTN: GENTLEMEN: NE ARE SENDING YOU C ATTACHED O UNDER SEPARATE COVER VIA THE FOLLOIING ITEMS: ❑ SHOP DRAWINGS ❑ PRINTS u RFPIROOIICIBLE PLANS 0 SPECIFICATIONS �](❑• COPY OFLETTER DATE o —T" NUMBER DESCRMIGIN AND AIDYM THESE ARE 'RANSMITTED AS CHECKED BELOW: ❑ F0; APPROVAL ❑ APPROVED AS SUID41TTED I1 RESUBMIT _ COPIES FOR APPROVAL ❑ FIR YOUR USE ❑ APPROVED AS 40TED ❑ SUBMIT _ COPIES FIR DISTRIBUTION ❑ A. REQUESTED ❑ RETUNED FOR COBECTIONS o RETURN CORRECTED PRINTS ❑ F R REVIEW AND CONTENT ❑ o PRINTS RETLOMD AFTER LOAN 10 US COPIES TO: _,. SIGNED TITLE IF ENCLOSURES ARE NOT AS MITEO, KINDLY NOTIFY LIS AT ONCE _INTEROFFICE CORRESPONDENCE Date October 15. 1985 TO: Rnbert Bergstrom - Engineering Dept. --- FROM: laxine E. Motor, City drrk SUFIECT. CAO 063-82 Adder., 04-85 - N an,sond, Collier A Wade-Liv ioge[une Aesoe. Professional Engineering Services Contract Honey Creek Sewer Project Phase 111 -----------------------------------------...................................... We return herewith fully executed document(sl, as above- captioned, copy of which we have retained for our official pvblit record,. Copies should be forwarded to and the other far your file. Pursuant to Your memc of documentrs) , a sbove-captioned, which we have ben signedturn by by City Officials and need to be forwarded tot further execution by a We return herewith recorded we docu"nr,sl as ,Dove-t apt{oned, COPY of which have retained for our ,official public record,. Copies should be forwarded to appropriate parties and retained as necesaary for your files. please fire a fully executed copy with the City Clark*& office for our permanent records when received, Thank you. MEM;d*gn cc: Enclosure (1) HAMMOND,COLLIER 6 WADE-EIVINGSOE ASSOCI47ES, INC. iUNuIIrN EMciNEE PS nS IG Tmf®T iRkKan 0T ILL. 4010 Suva Ray No,m SAttw WghmetorgetpJ �E 17061 tua aeea ers h� TO }.z� `�4 ,get. �r,•.. ...� is GENTI EMEN. WE ARE SENDINC YOU Attached ❑ Under separate cover via __. the following items Shop drives pants _ plans El SeRlplas L' Specifications U CapY of sett., Change or0er ❑ aeeea an cop aeenrrwt G _ r4 THESE ARE TRANSMITTED as checked below O For review O No sepeptione taken O Reaub ilt__coplas for review ❑For your use G Esceplwnc as nosed O Submit_...__COP49 for distribution ❑As requested Cl Returned In,corwisonv ❑Return__—_cor/ttled prmts O For review and comment ❑ REMARKS 1G", }.e r'ti�--� --}. if�4. ' ,. ac r aC.Sr!Ga", ,F«e/v: < !-4l PEee� k� fee e. dll C-:u 4 0014' m - 0 eYleMAa ale aw A Awl tires`nrtdY w w AA. DATE.- T� 0+ 1g91i01r/0 Tosuvai siren - ,.,,.,, ffwwl�- loglb ^�h of FIrl1`1 dwq.t jo --rl n --�jr a*�•�S � Ly�� 46G�L4�j� r.a... ca7� u-Gc+slts�..t�� 'La'Lc�.,G<.arta••f. s'G.'-C(.�Cf.�.�a�!-./t r,/titnc�• - �rzae' .1L.1 s� �y /ti., CIldY+f�� .jF t.fF / s / t 'C... i.: j�., �.e._e-t nalt.a t..G ..c('teyGAe.. r-:�.. 6 �f C E'sa'_+C. ....ate [44e Li►-a tr. L�as&ee ,p,.�I( ���Es.� d-G'Ltet i wcas! _ PIZ 1 to e,444.r As a �rx eZ4C, xw-j ar4a-,ot -ee,Jew . • • �- 23 -FT E' ewsc•tet �-Tlte� e-�eze low Qlr• Gc ems'-ysc!_ iccf ..sc EtiC" `4 .�tsld�:.! .a.,,¢<..k r..<.�SL HAMMOND.COLLIER IN WADE—LIV INGSTONE ASSOCIATE5.INC. CONSULTING ENGINEERS 104}I11415- 62 YEAR6 Gr PROFIcI SIONAL SERWCE a[anYw wMaUxo rt M10STONE WAv ry " w. �.. . 'M{r„rCMUA r{ UATTLE WI,SMN6TON Y610S60S0 noarM a+cawac...w e..c •wxct ra TCLIV I IMxf1632.266A MIKI✓vM1GiT(na w, 160O S621TOt IWAx�OMI�I MNOxLLO Mww1,A r{ IMLII Ca G.R[IR,N [w drlw�cva.r{ P M. 2Ml ]0� •. xnpq 241UTM Mq$gM1$TRFC• w�M\Oa ww.xuq r{ WEN.aTCNEE.WASI6NGTON 56601 TELEP W 1$O "2.1162 September 20, 1985 Fr. Robert Bergstrom, Supervising Engineer City of Renton Department of Public Works City Hall, 200 Mill Avenue South Renton, WA 98055 Dear Bob: As we discussed, I've prepared two statements: 0 one for Phase III services, construction staking and monitoring. 0 the other for pump station resiting and additions services completed during ammendment No. 3. The extra pump station work increased the scope of Phase I and II construction period services. We are grateful for the prompt payment on the Honey Creek work. Thank you for your continuing consideration. Sincerely, Jta.t! Frederick G. Kern, P.E. FGK:slk Encl. W10-122 w{n..+o OEawrna Owa1M.c+a • • CAG 063-82 ' Addan. 14-85 HAMMOND,COLLIER 4*AOE—LIVINGSTONE ASSOCIATES.INC. CONS"TING ENGINEERS 1 P.s1 ase—as YLAM G[rRO[xSS a AL SERVICE wror t.III.t t010[iON[wAi NpITI, wurllr lv�[R ra ![ATTI[wAWWOiON N,O)00[c °"�o tK+.. . • m[n1oN[IEoat 632-tee. , wuc«KKw.oc rt IaOoeN-i-roi lw.w wa..i ewetu o Kwtr�A re nm o H tw Q•.tN[OR[H PO e0A YMl K,f 4i41.b rl 11f1[[dRN tOMON fTR[IT iMIGCI Ynlllp.[ w[IYTCNEE,wAIMNfTON wMpI IEIONd!1>al 41441`1 y September 20, 1985 City of Renton Department of Public. of u l:uaicipal Building 200 Mill Avenue SOLth Renton. WA 98055 Attn: Robert Bergstrom, P.E. Subject: Professional Engineering Services Contract 063-82 Ammendment No. 4 :money Creek Sewer Program Phase Ili Construction Monitoring Dear Bob: As directed this amnendment covets work asso.iated with {'lase III monitoring services only. Other items which will be n,:gotiated ii,.ividually and included as a separate agreement include: o Additional design for added sewer replacement, pump station resiting and rvplumbing changes. u Draft 0 8 M. 0 Phase I -ut of sequence monitoring and additional Phase II services. Scope The scope of Phase III monitoring survey includes maintaining full time or near full time resident technical personnel to monitor construction, diary events and record materials quantities and surveyors to stake work to be constructed. a..o ❑....... UKwr,owt 100, City of Renton September 20, 1985 Page 2 FEE The budget estimate for Phase III work based on completion of Phase III work by October 31, 1985 is tabulated on attachment No. 1 to this ammendment. Sincerely, Frederick G. Kern, P.E. Project Manager FGK:slk WIO-118 This'Qammendment is hereby authorized VOJ by: ibew SflMayor .nnQr.� DATE:1'f (11 ti /f F. ATTEST: _, �i ty er CA0 063-82 Ammendment No. 4 Attechment No. 1 HONEY CREEK SEWER PROGRAM Professional Services Nanhour and Budget Estimate ,Nmmendment 4 Services Rate Est. Hrs. Total Senior Engineer $59.00 40 $ 2.360.00 Constructicn Inspector 11 49.00 440 21,560.00 Chief of Parties Surveyors 35.00 50 1,750.00 $25,670.00 Brr+rlown of budget by month. August $ 6,500.00 September 10,300.00 October $ 8'B7700!0000 W10-118 NAMMOND,COLLIER•WADE.LIVIN(G& ASSOC'4TES, INC. ��! ``I•'` t CONSULTING ENG I NEE AS n1� 11�� A tto0 Stop War 9810 WLG Saal.le Slr n ., ,, U W011W (�(f 170e1to a]17a5e /r �— soe ee GENTLEMEN. WE ARE SENDING YOU Urleer corer C SIbP tlgmna - Priafa aeMrNe �—'�'�--��_ � If11 folbwn I Cory of Iwo, Chants,o ❑ Rlrla �� S"Vla t order ❑ sw hcabons emu PeR P,.[ci_ghwrlpry zYr. —.-----.____'------ THESE ARE TRANSMITTED as cMCkatl below --_ O For.anew ❑No esce"ons taken ❑For your use °RNUbmi}_ ❑EaCePtlons as neletl -p'"10 for renew U Sub" repueatetl Sob ._ Return CoP�ea for 61stnbution ❑For renew entl com CO1f°OIlona ❑Raturn --_._CorTectetl Pnnla RENARIlE � etdta- ! —_-- tr i t r ac.l?rc. ._--- ""c OGh r e.new,ea en+w r I�ea .r Cie `'C • • CAD 063-82 Amendment No. 4 HAMMOND.COLLIER 0 WADE—LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS 194A 1985—42 YEARS OF PROFESSIONAL SFRVICr IMMtl[f II.MYpM.rY b10 STONE WAV NORTH I,kwwrE6,LaR p1 6EATTLE,WASNMGTON MIIU36090 a.LLoawyw,.pYb f[vRYx.(ONaI(W fYf�ufN R w[Ct ra 1EL[F44ON[12061 6]3.2664 EWKt uVMga.OH,.F 11100662 7707 waaw rlmofcf a fEn fa •a vrFtiE<.6f r[ PO 60A 29w7 l Ml[fnFf./ip rF ]O]SOUTH MISSUN STREET wwxpa Rrvula rf WENATCHEE.WABNINGTON 99901 TELEPHONE IU09:662 1762 fb' Yid S�C September 12, 1985 City of Renton `)E•'f Department of Public Works Municipal Building 200 Mill Avenue South Renton, WA 98055 Attn: Robert Bergstrom, P.E. Engineer Supervisor Subj: Professional Engineering Services Contract 063-8: Amendment No. 4 Honey Creek Sewer Program. Additional Construction Period Services including Phase llI Sewer Replacement Monitoring. Dear Bob: Thank your for asking us to prepare this ammendment, we appreciate the oppol tunity to continue supplemental design work and construction period services for the Honey Creek program. The scope of work included in this amendment is as follows: A. Phases I and II continuing services on pump station, electrical service and interceptor construction monitoring. B. Phase III bid period and construction monitoring services. The scope of design services, analysis, layout, design survey, as-builting not covered by previous July 14, 1985 basic agreement included in this amendment are listed as follows: 0 Additional bridges and siting for curved alinement, o Connect to and design new over flow from N.E. 17th Place pump station. o Relocate and redesign Devils Elbow Pump Station site. Design supplemental features alternate valves and hoisting system. o Design assistance and drafting for N.E. 27th Avenue watermain. 0 8" intertie watermain loop (along power route) connecting N.E. 24th to Devils Elbow (N.E. 27th) main. This work incorporates special design stru.tures. Aw.q Owr+na Owtw.cNR • • CAG 063-82 Amendment No. 4 City of Renton September 102 1985 Page 2 0 Design regulation manhole in Union Avenue to permit continued operation of Sunset Pump Station. o Study and cost analysis of total gravity link. Determine probable current loading and reserve capacity. Determine costs to replace each of the various links. o Four additional sections of sewer replacemient to accommodate greater pumping from four contract schedules prepared for Phase 3. 0 600 LF of full width street replacement Lake Washington Boulevard. o Design memorandum of downstream line capacity analysis and design parameters for Phase I and Phase 11 work (requested by D.O.E.) 0 Operation and maintenance manual. Field monitoring services not included in previous ammendments includes all of Phase ill work and work remaining on Phases I and 11 work. Additional fee for Phases 1 and II is renuired. Due to unforeseen delays in easement acquisition and changes in toe pump station concurrent field monitoring of Phases I and II has not been possible and additional manpower will be required to complete same. Services included foa office and field engineering are the same as those indentified in Ammendment No. 3. FEE The scope of work has been estimated on a time and expense basis at our stan- dard rates per the attached Xanhour and Cost Estimate schedules. The estimated billable project charges for the scope of work detailed in this amendment No. 4 is $109,320 statements will not exceed this amount without prior approval of the City. We greatly appreciate the opportunity to be of service to the City of Renton. Thank you for your contirued confidence in our firm. Sincerely, Frederick G. Kern, P.E. This amendment is hereby authorized by: Mayor Date: Attest: -Cif er P5-36 CAG 063-82 Amendment No. 4 HONEY CREEK SEWER PROGRN'. Professional Services Manhour and Budget Estimate Ammendment 4 Services Rate Est. Hrs. Total Principal Engineer $ 63.00 100 $ 6,300 Senior Engineer 59.00 424 25,016 Inspection II 48.00 1271 61,008 Chief of Parties 49.00 38 1,862 Surveyor 33.00 38 1,254 Draftsman 30.00 96 2,880 Clerical 28.00 175 4,900 Shannon d Wilson 1,400 Production and Travel 4,700 TOTAL BUDGET ESTIMATE - Amnendment No. 4 109,320 PS-36 29 So ST. S,(+��/ t �6Gs SZGap 644 t'�/j /vnT 23Iy 71?•lisf vo-r Sv✓ l z l • �� t 3'7 - ]f 3T; Y�3�`if ANT 2N✓ _ I01. OvE ' SG o ac G 7 V Z ] 4AO 2•)/ «Il 2oY T•� Sr�z�/t5 Nw►IAvv _ 1qS ouC 4027/ 4Z J73 2083 2 s.7 - ` 7 - S.T S4,4.e] 77. 7/.Y/63- t twM 3t iSi —{ t E vplp.4 1v07 Xyy 1 3 71r7 OVC ' ta��� si9c�F� 29 SVu 2 b SO F S 71 TtE (;ueu -V!! h'i�_IHJ S 7Yz 7 O Gu20 G41 Zc 3'"✓ 2!✓4 +r t� I_ d�[aSz u[�i.:.. • C.s[d.�ts:tx�..� ,Dct..i.�.w / '� 4 7 � pl4�fit f Pf �/KOY+C�✓J �Duf �/.F-• � Ado%117Deol Vu/ua 4 ia.'-'edcl//T . C- f' ArK,c I19''+ N..r`I f7 /dua tG Fus S 4 Fre✓L�. y,7 6.scw+cs- g fw. a 77 } t .✓f�N LSD' - 7.It.rryrz' �PZG se seis/ex /'Zt r�c /tom /aao ao Cdc . 7'J <:oMrctff 8 Toe QG /� 7 yaitvp e A e • Ay 71g Jo,4 `E'�'�lZ:Y^� bTw7•+7 ! p ❑14 n L/ t•u SIN All !. 3 � LIWA7 Sim/F7,! 4�/ 'ram • /,s7 �t�/��•ic n 7/44 1- .34A&Z- 3C"i-�G-,e 71 17 re t! i. .'// n y 21 is !e 47D O 1�•Sv° ',ql' ' y -a ft _ x „ v � I It to =H s w.e..wn..w..n •.rw..... nm w.. ..o. .�.. INTEROFFICE CORRESPONDENCE Date__ T0: ' FROM; Maxine E. Motor, City Clerk SUBJECT; -_-. ________________________________________ We return herewith fully executed document(a), as above. Captioned, ropy of which we have retained for our official public records. Copies should be forwarded to and the otSer for your file. Pursuant to your menu of doc nt(s), a above-captioned, which have been siguedwe return t City Official• by City by and need to be forwarded for further execution a We return hetewlth recorded documenu s), as above-captioned, ws copy of which we he retained for our official public records. Copies should be forwarded to appropriate parties and retained as ne:eseary for your tiles. Please file a fully executed copy with the City Clerk's office for our permanent records when received, , Thank you. MEM;db cc; LIE kE it „} ° PUBLIC WORKS DEPARTMENT DESIGN:LITIk ITy ENGINEERING 0 235.2631 p ` MUNICIPAL BUILDING NO MILL AVE SO. RENTON.WASH 900b 9 c tp rFD cl p�t� BARBARA y. SHINf^".M MAYOR MEMORANDUM Date: March 19, 1985 To: Maxine E. Motor , City Clerk From: Richard Houghton, Public Works Director Re: honey Creek Sewer Interceptor Professional Services Contract Amendment No. 3 Please have executed thu attached Amendment No. 3 on the Honey Creek Sanitary Sewer Project Professional Services contract with HCVL Engi- neers, City Attorney review is attached. This project is the Honey Creek Sewer Interceptor which the City has received Department of Ecology Referendum 39 Grant funds, This pro- ject is on a "fast track" short construction schedule. About $1.2 Million dollars of construction work will be compressed into several rmonths of time this summer. Amendment No. 3 provides full line: con- sultant inspection and cunstrut ion management on this large project. City staff is unable to rover this project in addition to our already scheduled projects. The issue raised by the City Attorney on costs is, of course, a legitimate question. However, the inspection fee of $77.500 amounts III about 6% of the construction project cost of $1.2 Million dollars. This compares favorably to other inspection costs such as Grady Way Bridge, $750,000 inspection and construction management fee on a $4.5 Million dollar job - 16.6% cost of inspec- tion. It is the department's recommendation to do this work. After execu- tion, please return a photo copy for our files. Thanks! REB:jft Attachment HAMMOND.COLLIER WADE—LIVINGSTONE ASSOCIATES INC CONSULTING ENGINEERS 199E-19415—Aa TEARS OF MOi`S NAL IMAVICE JOIO STONE W.T,.W[fN PMf P IIWK r.i . ♦ .u11,1., S[.Tr..f MA9MNGTON 1141I03aO90 [M.w,dNPrGw r.c uwr n N.P.rf n1JU"0NE. o ,S]a aSS. ,..ct,NwPA+onr r, IlOO Sba-TTOT Iw.w aw.l +.nefu P.ar�ra s aar.f Sox awT . , . v >u7 SourN IPa91Op srR[n wi.o.Pf rrA.lp r, w[NAtEN[E wAWNOTON wMol TELEPHONE 1S 19412 lTaa May 7, 1985 City of Renton Department of Public Works Municipal BuilJing 200 Mill Avenue South Renton, WA 980S5 Attn: Robert Bergstrom, P.E. Re: Anvwndment No. 3 Service Contract Dear Bob: We will likely require some adjustment of the Phase I monitoring budget because of the delays caused by the pump station slide and extra effort involved in resiting the station. We request that if our actual Phase 1 charges are greater than the Phase 1 almlendment No. 3 budget, we be permit- ted to utilia! ~t anent monies budgeted and authorized for Phase 2 work. Please advl. . Me on how we should prepare our April and May billings to cover this situation. Sincerely, Frederick G. Kern, P.E. FGK:slk W8-57 OF RF 1 OFFICE OF THE CITY ATTORNEY RENTON.WASHINGTON U It Z .oar a.Ka•c.aM +oo s x s•wa. • f•.•P +u«c•w a•W+ ,a) N+• LAWRENCE 1 WARREN. c�•.u+r,r.a. DANIEL KELLOGG. wru.n, co,.na..a DAVID M DEAN. .ma+.•r cn•.nona• P 1✓'fe SF VIt MARK E.BARBEA, .trar.,,r <.r..np,wa. March 7, 1985 rANETTA 1. FUMTES, .ara•uo n+•.r.•n.a. MAR'rHA A FRENCH .ara.u, cc,..r•q.,a. TO: Bob Bergstrom, Engineering Supervisor FROM: Lawrence J. Warren, City Attorney RL; honey Creek Sewer Interceptor-Professional Services Contract Amendment No. 3 Dear Bob: I have reviewed the contract, Amendment No. 3, and find it to be in generally acceptable legal form. 1 do question whether or not the scope of work as detailed herein is worth $77,500.00. That figure seems high to me. I particularly note that there are separate inspection estimates for Phase I and Phase II of the project with 320 hours being dedicated to Phase I and 420 hours being dedicated to Phase II . In each instance that amounts to approximately one-half of the bid amount, however, the description of the inspection services as contained in paragraph 3.1 leaves me wondering whether or not we really are getting the inspection that we are paying for. I am not really aware of the magnitude of this project. Perheps it is necessary for the Engineer to have periodic on-site inspections amounting to almost 800 hours. If so, I anticipate that the City is goino to have a full time inspector on the job. I see that as the number one concern about this contract. I do not wish to second guess the Public Works Department but I felt uneasy about this particular topic and hope that you will review the time and figures before having the contract signed. If you find the time and figures are reasonable, then I have no objection to this contract. ���rV'aNCN..� � Cc _. wrence dtNarren LJW:nd Cc: Mayor -1�uR✓� gQAuJ STvil'C `v eRGaKL l �AA,2 QG„�G �r•'J}hIW �.�4JJ �T f'T� G'VT�� crqn�uJ,,a N�ff�c�c EAST 4 Q LI. 573 yg�o NE w'#It PAID�1J. Z+to 5 rL "^•Zl " �140 5 �3 7ai.o ! >. 2+ti3.LL` f 1 4M PT AscWt* 94 Zt5o soy a��ti . s. E.P z�l.o S pu 9y i3 � .• Zt�i; ll�'' >s l ��52.� FAY S�DC �' tt�6r Pr AsoH,lvr pQ L.rb Lab Gu(0 �tril L•►. �� 9 u6 �SJ7 �u14 7•r11 L.?�' 54Z y9Z1 r �`�hH �'T �, CtU CR>tE� C.»44 0� • L'tb,) LS 1_. - _. SOS as y ; S f[ ANk 1 I 1 I I i 1p b I a—T bQ .ti Kttc (- bP -- y M �• oft ng7p�Y0r_N 1 �.Ar4N �• " ,. , q n _ f:f'irr SKy i alUt :ONP1lE0 FROM Z—'' .� r'^ I IMETT StarWam OnMngs i A A i Q _ i — I Plan J —'Cast S t frynM 0 V See StarMara Plan r Nat ti i 11 al i� STANDARD PLAN NO SV i ype IV-C Curb Inlel Precast DI% cn 67 stana.ft a..Np. m I U P V. d opr.gf tc be cost n Ww an C tun of r•Pnr•0,tar PPe rare to 1M1 to Provde IN mn dwh bebv. nit c1 Nt! Pi. PUT!on.1�"-$fectun m..CutNy peto. 'ap r.p tic l apen b .nVS Q t e A IRlSfary II m I :o nfyrf l.v nlercept Em• 1`---7.1f��--si ce..x q.•mel iM MKoI Fn i r mc! G•ota lCMIL"TOy be xl forge aown .n OC!pttrt Mptkf n Ivey of orKaf'ry collar-5" SPKf 1>~ F l a TOP tMit s G"Untt 5 I gperig 12•'Unit S r I Th c � C �'7 ;sntfn,�l PP.. Seet.on A-A Base Section Bar l-St n.. .walin .. • 1.n..y PeY nn o. I w1F N♦ � ) Y` �� j STANDARD PLAN NO.S] Type I-C Catch Basin �^ ) •• �»� •�- '�- Inlet Precast p, nn rn _1NTMFFICF. CORR14PONDENCF Date r . 704 " 1: Kmioe E. Motor, City Clerk SUIUWrc Q We return herewith fully executed doctment(s), as above- captioned, copy of which we have retained for our official public records. Copies should be forwarded to and the other for your file. Pursuant C� to your memo of we return herewith doc rents) , as above-captioned, which have been signed by City Officials and need to be forwarded for further execution by We return hererith rerorded document(s), as above-captioned, copy of which we have retained for our official public r,.cords. Copies should be forwarded to appropriate parties and retained as necessary for your files. Please file a fully executed copy with the City Clerk's office El for our permanent records when received. Thank you. MfM:db cc: OF RE. � 1 i •�- z PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235 2631 n MUNICIPAL lUILDING 300 Mlle AVF SO RE9TON,WASH.9l055 ,yPw rE0 SEP\E N� BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: February 21, 1985 TO: Maxine E. Motor, City Clerk FROM: Bob Bergstrom, Engineering Supervisor RE: HONEY CREEK SEWER PROFESSIONAL '•ERVICES CONTRACT - ADDENDUM NO. 2 - CAG 063-82 Please have. executed the attached Addendum No. 2 for the Honey Creek Sewer project engineering aesign for Hanmond. Collier 8 Wade-Livingstone Associates. This Addendum is for added work to extend electrical power to the new City pump station. City Attorney review is attached. Please return two copies for our files and for us to transmit to the Consultant. Thanks: REB:jft Attachments v :•� PUBLIC WORKS DEPARTMENT OCSIGN/UTIL ITV ENGINEERING 9 235 2631 MUNICIPAL BUILDING 200 MILL AVE.SO RENTON,WASH.88055 t� 1PEO SEPItolk BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: February 21, 1985 TO: Maxine E. Motor, City Clerk FROM: Bob Bergstrom, Engineering Supervisor RE: HONEY CREEK SEWER PROFESSIONAL SERVICES CONTRACT - ADDENDUM NO. 2 - CAG Ob3-82 Please have executed the attached Addendum No. 2 for the Honey Creek Sewer project engineering design for Hammond, Collier 8 Wade-Livingstone Associates. This Addendum is for added work to extend electrical power to the new City pump station. City Attorney review is attached. Please return two copies for our files and for us to transmit to the Consultant. Thanks! REB:jft Attachments OF Rf� OFFICE OF THE CITY ATTORNEY* RENTON WASHINGTON V 0R Z rosr w•n ro•f» .00 s a+a f•x[r • x++a ws..•crw. MM+ »f M•• [p $ LAWRENCE 1 WARREN, a+••rrp.,[• DANIEL KELLOGG, •ss.s•ur c— S DAV ID M.DEAN, ssisrur o•••••a.n[• P rEp SEPSE� MARK E.BARBER. •ss,srur c••n.wx.[. ZANlTTA L FONTEB. •ssn.u• c•.oro•s• February 15, 1985 MARTHA A.FRENCH •tsrs*•�.. o••.•+u•we• TO: Bob Bergstrom, Engineering Supervisor FROM: Lawrence 1. Warren, City Attorney RE: Honey Creek Sewer Professional Services Contract Amendment No. 2 Dear lob: The Amendment as forwarded to me is approved as to legal form. Lwr� J. Warren WW:nd CC: Mayor OF RE ti OFFICE OF THE CITY ATTORNEY* RENTON.WASHINGTON V � L roar aria w.aaa ,00 c x..Haar • a..rrrn ru...r,ru. Myr yt yr• LAWRENCE F WARREN. ur.•no•ra. DANIEL KELLOGG, •tnaryrr ...•wawa• ,,ype DAV ID M DEAN nnanwr o+.ura•y V'ro MARK E MRBER, •wtr•r.r or..r.aya. LANETTA L FONTEB. urtrw n.••rrawar February 15, 1985 MARTHA A FRENCH,•arp.wr on nrywa• TO: Bob Bergstrom, Engineering Supervisor FROM: Lawrence J. Warren, City Attorney RE: Honey Creek Sewer Professional Services Contract Amendment No. 2 Dear Bob: The Amendment as forwarded to me is approved as to legal form. Gawcb J. Warren LJW:nd 1/ cc: Mayor • • CAG 063-82 ao,--.ld°m No. 3 NAMMOND,COLLIER&WADE—LIVINGSTONE ASSOCIATES,INC. CONSU[TIN(;ENCJNEERS 1 Ya3.1111114-41 YEARS or PR(! E 551ONAL SE RYF f �a01A M1 41010{TON[Nai NI,WTN wi+Y�[Qarta.r SEATTI f.YY.w 10] _ SIMNGTOM P' tivoowa>[c�pa..• M 1WNG>.}y.1 Tf l[RgF( 1[Oa6!]16W oHro,buw ras I KV U2 IM7 lwww ON-n uNNI'N,tl+w.To r . FrMtirOMW ry a r�94Swc wr w..[ ra Wryw,pfll r> 10 W.2", w wp>ryr y ]O1 SO{,TH YlgypF Si11EET w[iw rcHE[ ..v1Hw:TON ,' TE1E"Om IBOai N].11 2 February a, lg85 City of Renton Department of Public Works Municipal Building 200 Mill Avenue South Renton, WA 98055 Attn: Robert Bergstrom, P.E. Engineer Supervisor SUbJ: Professional Engineering Services Amendment No. 3 For Honey Creek Sewer Interceptor and pump Station Phase I and 11 Construction Phase Engineering Dear Bob: With reference to our previous nweting and conversations we are pleased to subn't this amendment to our contract 063-82 for professional engineering services for Phase 1 and 11 Construction Phase Engineeriny, The scope of work we discussed is as follows; A. Phase 1 Construction En sneero in Services Sewage urlp anon an rce air The City has awarded Schedule A and B - the Force Main and Water Main to on e Supply Contractor and Schedule C and 0 - the Sewage Pump Station and Power Sly another Contractor. The construction work will to coxmence in the near future and work activities are expecteL a overlap. This phase Of our work will involve construction er, ;neering services as follows for both construction contracts: OFFICE ENGINEERING 1.1 Preparations, consultations and advice to the City during bidding and award of the construction contract. 1,2 Consultation and advice to the City during construction. _3 Preparation of elementary sketches and supplementary sketch, required to resolve actual tield conditions encountered. 1.4 Checking detailed construction drawings and shop erection drawings submit- ted by contractors for compliance with design concept. wr..m ❑r.nu O.arrc.0 City of Renton February 4, 1985 Page 2 1.5 Reviewing laboratory, shop and mill test reports of materials and equip- ment. 1.6 Engineering and administrative correspondence, as required. 1.7 Preparation of As-Built drawings. 1.8 Prepare d 400E "Plan of Operation" and Quality Assurance (QA) plan in col- laboration with the Renton Engineering Department. Office and field engineer- ing tasks identified in this scope of work will be incorporated in the plan. FIELD ENGINEERING 2.1 Provide engineer representation and periodic visits to the construction site by the project and resident engineers to make technical observation and surveillance of the contractor 's work as deemed necessary to ensure compliance with the plans and specifications and the Quality Assurance Plan. 2.2 The engineer will provide general supervision, guidance and assistance of the survey parties assigned to the project. This would include scheduling of staking for construction and the checking of "as-built" data, in keeping with the Contractor's scheduling and progress. 2.3 Compilation of a daily log and project file of the work in progress. This information would be compiled from the inspection diaries, oral reports and the Resident Engineer's own diary and records. The daily log would include identi- fica.ion of the equipment and number of men working on the project site. 2.4 Field nooks will be maintained containing the amount of each item of work accomplish J to date, computations for pay items, quantity tickets, etc. 2.5 Perform construction survey staking of the project. This work will involve setting off-set stake, and blue-top grade stakes for water, force main, pavement, storm drainage improvements, the pump station and electrical service. 2.6 Where required, work with the Contractor to resolve ditficulties due to unforeseen field conditions. Prepare elementary ske hes required to resolve actual field conditions. 2.7 Gather all information as to the reasons a change order might be advisable after the need becomes apparent. Negotiate with the Contractor for change order prices for Owner approval, when so directed. 2.8 Plot "as-built" information on one set of job prints kept for that speci- fic purpose. The information would include: a) Alignment, grade and elevations b) Reference ties to features to be buried such as water, sewer and storm drains that could become difficult to find in the future. City of Renton February 4, 1985 Page 3 2.8.1 The information would be used for revisions to the original drawings in preparing a permanent "as-built" record. 2.9 Check Contractor's estimates for monthly progress payments and prepare payment documents for Owner's approval. 2.10 Prepare for the Owner the necessary documents for City of Renton grant payment requests. 2.11 Conduct interim and final inspection tours in company of the Owner's representatives and state officials. 2.12 Prepare and submit a final report with recommendations concerning accep- tance of the completed project final acceptance of the project, and final payment to the contractors. 2.13 Perform all other engineering duties as required to implement quality construction of the project as provided for in the plans and specifications and as required by the Eng'.neer, City and state authorities, not specifically Provided for hereinafter. B. Phase 11 Construction Engineering Services ,ravrty ewer interceptor The design portion of or work performed per Amendment No. 1 is 981 complete and our plans and specifications have been submitted co the City and various agencies for final review and approvals. Prior to the bidding phase oar plans will be reviewed by a geotechnical con- sultant including a detailed field reconnaissar.:e. The pre-bid evaluation will assist us in the final preparation of bid proposal quantities and probable construction technique methods. Also, prior to bidding, the surveying monumentation traverse performed several years ago should ho reestablished. This is required to assist contractors on bid preparation ane :`e monumentation will be used for final field staking. The traverse wil' also assist us and the geotechnical consultant in establish- ing bid quantities and orientation. Upon receipt of the City's and Department of Ecology's written approval of the plans and specifications, work will be performed in accordance with Office and Field Engineering detailed hereinbefore. A Manhour and Cost Estimate for Phase I and 11 Construction Phase set forth above is attached. PURPOSE OF CONSULTANTS 3.1 The purpose of the consultants construction surveillance will be to observe the progress and quality of the construction work and to deter- City of Renton February 4, 1985 Page 4 mine, in general if the results of the construction work are in accordance with the Drawings and the Specifications. On the basis of our on-site observations as an Engineer, we shall endeavor to guard the City against apparent defects and deficiencies an the permanent woO constructed by the Contractor, but do not guarantee the performance of the Contractor. The estimate of time does no provide for making exhaustive or continuous on-site observations to check the quality or quantity of the construction work. The Engineer is not respor 'ile for construction means, methods, techniques, sequences or procedures, tin, of performance, programs, or for any safety precautions in connection with the construction work, The Engineer is not responsible for the Contractor's failure to execute the work in accordance with the Construction Contract. Additional or extended services during construction could be made necessary by (1) work damaged by fire or other caused during construction, (2) defective and/o^ neglected work of the Contractor, (3) prolongation of the initial Construction Contract time beyond the contract time, (4) acceleration of the work schedule involving services beyond established office working hours, (5) the Contractor's default under the ,,onstruction Contract due to delinquency or insolvency and (6) extensive time required to resolve potential change order requests and/or administrate apparent deficiencies in performance on the part of the Contractor. Fee's the scope of work has been estimated on a time and expense basis at our stdn- dard rates per the attached Manhour and Cost Estimate schedules, The estimated cost is $77,500, and naturally our costs for the work will vary depending on the actual time required for the p^ojects. Cost not to exceed E77,500 without prior approval by the City. Thank you for this opportunity to be of service to the City of Renton and for the continued confidence in our firm. Sincer �NCA �1 - Bruce Livingstone, P.E. President BL:jkg Authorization: This Amendment is hereby authorized: BY: 1r1 DATE: a MAYOR .- a 6-b� p mac.- " - ATTEST:_t/7_;s.u..a�� lrjZa-eI PS-2 CITY CLERK Hanhour and Cost Estimate Construction Engineering Services Honey Creek Sanitary Sewer Project Phase 1 _Pump Station and Force Mafn Rate Est. Hrs. Total Principal Engineer S 63.00 50 S 3,150 Senior Engineer 59.00 20 1,180 Project Engineer (Assistant) 38.00 80 3,040 Inspection 11 48.00 320 15.360 Chief of Parties 49.00 32 1,568 Surveyor 33.DO 32 1,056 Draftsman 30.00 20 600 Clericdl 28.00 8 224 Sub-Total $26,178 Subconsultants Sparling & Associates S 2,600 Sub-Total $28,7;8 Direct Expenses 822 PHASE 1 TOTAL $29,500 Phase 11 - Sanitary Sewer Interceptor Rate Est. Hrs. Totdl Principal Engineer $ 63.00 100 $ 6,300 Senior Engineer 59.00 40 2,360 Project Engineer (Assistant) 38.00 120 4,560 Inspection 11 48.00 420 20,160 Chief of Parties 49.00 80 3,920 Surveyor 33.00 80 2,640 Draftsman 30.00 40 1,200 Clerical 28.00 16 448 Sub-Total $41.588 Subconsultants Shannon & Wilson 5,200 Sub-Total $46,788 Direct Expenses 1,112 Phase II Total 47,900 TOTAL PHASE I AND 11 $77,500 011 dvudum No. 3 HAMMOND.COLLIER S WADE—LIVINGSTONE ASSOCIATES,INC. CONSULnN FN Nrr RS t4431V -_41 YEARSOr PFOIESSaONALSERV" 0[Mua a wr[ro ra WIO STONE 1MT IQMTR wa«.n col.anH MA""WA%a TOP,SSI03 �)FRtaaLlvl ra• o..a o aanw n Y )4[NbK,}(ytaJt tatA Nrn.ascla.r,•wACI♦M1W4YlOW r, I aoo y3 )KI)IF Vw yq.l nanac.c u..n u mnWaaar rt PO FOX taf) nt,taMtaaW r.. 90]S TM ft fl 5TMI71 WwATCME WAEWNOTO y t February 4, 1985 City of Renton Department of Public Works Municipal Building , 200 Mill Avenue South Renton, WA 98055 Attn: Robert Bergstrom, P.E. Engineer Supervisor Subj: Professional Engineering Services Amendment No. 3 For Honey Creek Sewer interceptor and Pump Station Phase I and 11 Construction Phase Engineering Dear Bob: With reference to our previous meeting and conversations we are pleased to submit this amendment to our contract 063-82 for professional engineering services for Phase I and 11 Construction Phase Engineering. The scope of work we discussed is as follows: A. Phase 1 Construction En ineerin Services ewage Nip taS— tion an orce a n The City has awarded Schedule A and B - the Force Main and Water Main to one Contractor and Schedule C and D - the Sewage Pump Station and Power Supply to another Contractor. The construction work will commence in the near future and work activities are expected to overlap. This phase of our work will involve construction engineering services as follows for both construction contracts: OFFICE ENGINEERING 1.1 Preparations, consultations and advice to the City during bidding and award of the construction contract. 1.2 Consultation and advice to the City during construction. 1.3 Preparation of elementary sketches and supplementary sketches required to resolve actual field conditions encountered. 1.4 Checking detailed construction drawings and shop erection drawings submit- ted by contractors for compliance with design concept. WVY,)O DWnaf ❑,WMT.W City of Renton February 4, 1985 Page 2 1.5 Reviewing laboratory, shop and mill test reports of materials and equip- ment. 1.6 Engineering and adm'nistrative correspondence, as required. 1.7 Preparation of As-Built drawings. 1_8 Prepare a WOOE "Plan of Operdtion" and Quality Assurance (QA) plan in col- laboration with the Renton Engineering Department. Office and field engineer- ing tasks identified in this scope of work will be incorporated in the plans. FIELD ENGINEERING , 2.1 Provide engineer representation and periodic visits to the construction site by the project and resident engineers to make technical obseretion and surveillance of the contractor's work as deemed necessary to ensure -ompliance with the plans and specifications and the Quality Assurance Plan. 2.2 The engineer will provide general supervision, guidance and assistance of the survey parties assigned to the project. This would include scheduling of staking for construction and the checking of "as-built" data, in keeping with the Contractor's scheduling and progress. 2.3 Compilation of a daily 109 and project file of the work in progress. This information would be compiled from the inspection diaries, oral reports and the Resident Engineer's own diary and records. The daily log would include identi- fication of the eduipment and number of men working on the project site. 2.4 Field books will be maintained containing the amount of each item of work accomplished to date, computations for pay items, quantity tickets, etc. 2.5 Perform constructiy staking of the project. This work will on surve involve setting off-set si akes and blue-top grade stakes for wate, , force main, pavement, storm drainage unprovements, the pump station and electrical service. 2.6 Where required, work with the Contractor to resolve difficulties due to unforeseen field conditions. Prepare elementary sketches required to resolve actual field conditions. 2.7 Gather all information as to the reasons a change order might be advisable after the need becomes apparent. Negotiate with the Contractor for change order prices for Owner approval, when so directed. 2.8 Plot "as-built" information on one set of job prints kept for that speci- fic purpose. The information would include: a) Alignment, grade and elevations b) deference ties to features to be buried such as water, sewer and storm drains that cculd become difficult to find in the future. City of Renton February 4, 1985 Page 3 2.8.1 The information would be used for revisions to the original drawings in preparing a permanent "as-built" record. 2.9 Check Contractor's estimates for Monthly progress payments and prepare Payment documents for Owner's approval. ?.10 Prepare for the Owner the necessary documents for City of Renton grant Payment requests. 2.11 Conduct interim and final inspection tours in company of the Owner's representatives and state officials. 2.12 Prepare and submit a final report with recommendations concerning accep- tance of the completed project final acceptance of the project, and final payment to the contractors. 2.13 Perform all other engineering duties as required to implement quality construction of the project as provided for in the plans and specifications and as required by the Engineer, City and state authorities, not specifically provided for hereinafter. B. Phase 11 Construction En n.ering 'ervices L evity ewer Ini.erceptor The design portion of our work performed per Anendment No. 1 is 98% complete and our plans and specifications have been Submitted to the City and various agencies for final review and approvals. Prior to the bidding phase our plans will be reviewed by a geotechnical con- sultant including a detailed field reconnaissance. The pre-bid evaluatior will assist us in the final preparation of bid proposal quantities and probable construction technique methods. Also, prior to bidding, the surveying monumentation traverse performed several years ago should be reestablished. This is required to assist contractors on bid preparation and the monumentation will be used for final field staking. The traverse will also assist us and the geotechnical consultant in establish- ing bid quantities and orientation. Upon rrceipt of the City's and Department of Ecology's written approval of the plans and specifications, work will be performed in accordance with Office and Field Engineering detailed hereinbefore. A Manhour and Cost Estimate for Phase I and 11 Construction Phase set forth above is attached. PURPOSE OF CONSULTANTS 3.1 The purpose of the consultants construction surveillance will be to observe the progress and quality of the construction work and to deter- City of Renton February 4, 1985 Page 4 mine, in general if the results of the consL-action work are in accordance with the Drawings and the Specifications. On the basis of our on-site observations as an Engineer, we shall endeavor to guard the City against apparent defects and deficiencies on the permanent work constructed by the Cor'tractor, but do not guarantee the performance of the Contractor. The estimate of time does no provide for making exhaustive or continuous on-site observations to check the quality or quantity of the construction work. The Engineer is not responsible for construction means, methods, techniques, sequences or pr(cedures, time of performance, programs, or for any safety precautions in connection with the construction work. The Engineer is not responsible for the contractor's failure to execute the work in accordance with the Construction Contract. Additional or extended service- during construction could be made necessary by (1) work damaged by fire or o, �Pr caused during construction, (2) defective and/or neglected work of the Contractor, (3) prolongation of the initial Construction Contract time beyond the contract time, (4) acceleration of the work schedule involving services beyond established office working hours, (5) the Contractor's default under the Construction Contract due to delinquency or insolvency and (6) extensive time required to resolve potential change order requests and/or administrate apparent deficiencies in performance on the part of the Contractor. Fee's The scope of work has been estimated on a time and expense basis at our stan- dard rates per the attachad Manhour and Cost Estimate schedules. ne estimated cost is $77,500, and naturally our costs for the work wall vary depending on the actual time required for the projects. Cost not to e,ceed E77,500 without prior approval by the City. Thank you for this opportunity to be of service to the City of Renton and for the continued confidence in our firm. Sincerely_ 4`uce ivingst ne, P.E. President BC:jkg Authorization: This Q(�Am�e�nd��m�ent is hereby authorized: BY: gwl`A ILfV . , .SA,.r,QoC�¢. DATE: 7J7at'*ka,6, /.9,gSM^YO,R� PS-2 CITY CLERK • Manhour and Cost Estimate • Construction Engineering Services Honey Creek Sanitary Sewer ProjocC Phase - Pump Station and Force Main Rate Est. Hr_ Total Principal Engineer S 63.00 50 5 3,150 Senior Engineer 59.00 20 1,180 Project Engineer (Assistant) 38.00 8o 3,040 Inspection 11 48.00 320 15,360 Chief of Parties 43.00 32 1,568 Surveyor 33.00 32 1,056 Draftsman 30.00 20 600 Clerical 28.00 8 224 Sub-Total S26,178 Subconsultants Sparlin9 8 Associates E 2,600 Sub-Total $28,778 Direct Expenses 822 PHASE I TOTAL $29,500 Phase II - Sanitary Sewer• Interceptor Rate Est. Mrs. Total Principal Engineer $ 63.00 100 E 6,300 Senior Engineer 59.00 40 2,360 Project Engineer ,Assistant) 38.00 120 4,560 Inspection II 48.00 420 20,160 Chief of Parties 49.00 80 3,920 Surveyor 33.00 80 2,640 Draftsman 30.00 40 1,200 Clerical 28.DO 16 448 Sub-Total $41,588 Subconsultants Shannon 8 Wilson 5,200 Sub-Total $46,768 Direct Expenses 1,112 Phase IT Total 47,900 TOTAL PHASE I AND 11 S77,5Do • • CAG 063-82 Amendment No. 2 HAMMOND COLLIER d 1AADE—LI VIN6fTONE AS*OCIATE6.!MC. CONSUL.PING ENGINEERS 1943 1964—41 YEAN%Or PNOrE9610NAL aENVICE a(tlnY\wM.,nq nL 401 O STpN!W♦.NouYM R:,W RIG:\I1 rt SEA TI If WASNIN4llMY Y61171 44J DLpM µ♦ �wMv I Mu[r[ TLf[1Ygry[ 12M1632 286A n(rMTu•LdMS]N I. 1TFL uVNb[TW l[ 1 901)d62 7701 N.I..ml a MID,:L D wLMNl4I.( IM OIFCI4 4M.rt L II IYR1Mfie\I r( P 9139R' 14a eLLUTlp q H1I54: 655.11n STWIT NENAK.KI AENuwGTQN 6yp1 TELK, 1•1Op1"11762 January 17, 1985 City of Penton Department of Public Works Municipal Building - 200 Mill Avenue South Renton, WA 98055 Attn: Robert Bergstrom, P.E. Engineer Supervisor _ Subj: Professional Engineering Services Proposal JAN 2 p 1985 For Money Creek Sewage Pump Station Schedule V Power Supply Dear gob: This letter agreement, Amendment No. 2 to our contract 063-82 formalizes your previous directive to proceed with the following professional engineering scope of work: 1. Perform detail site topographic survey and prepare plans and specifications for the pump station power supply on a route along NE 24th Street from Edmonds Avenue NE to the east end of NE 24th Street and thence on private easenwnt negotiated by the City to the pump station. 2. Incorporate the work into the Phase i project as Addendum No. I Schedule D. :,. Coordinate the design with Puget Sound Powe) and Light and inter- face per Their requirements. e T' is work was accelerat ' in as much as final right-of-way and L., ement alignment was not obtained by the City until the first wagk in December, 1984 and the project was bid the third week in DectubeR, 1984, wliv To O wrna O rMlc.0 City of Renton January 17, 1985 Page 2 Fee's This work was authorized on a t;me and expense basis at our standard rate schedule The estimated range of the cost was $8,000 to $10,000. Thank you for this opportunity to be of service to the City of Renton and for the continued confidence in our firm. Si eee rrree/l� , LrCc€ L"iv ngs o E. President BL:Jkg Authorization: This Ammndment is hereby authorized: BY: %Abame41� J�, DATE: &'J- �s— _ ATTEST: city Clark WS-84 C'ty Attorney • • CAG 063-82 4iendment No. 2 HAMMOND.COLLIERS WADE-LIVINGSTONE ♦SSOCIATES.INC. COMSU TING ENGINEERS 1 W31NA-Al YEARS Or PROFESv AL SERVICE 401 O STON!FAT NOFTH dvcolt acre.n• uY1<PrN1 ra R1.A1LE FASM NG i(MI 901f13 O[IOYr.r,• ,uAr•rM II TILEPN 1i 433336A uwrr.,a mrneon raE MK[urwtarga re 1.lI)D SS2 TJOJ IF..M 01rL'. ImKn 4 4M I[a oII[r,[ftw[w r[ PO OOIt iV67 Ya[rrtlr µ ra %13 SOUTH MISSION BTII!!T W"TCM wAjM TON Y 1 TELEPIgRE.19W1 W 1792 January 17, 19G5 City of Renton Department of Public Works Municipal Building I -1.��� 200 Mill Avenue South I c«.....� Renton, WA 98055 Attn: Robert Bergstrom, P.E. Engineer Supervisor Subj: Professional Engineering Services Proposal JAN 2 P 1985 Fr • Honey Creek Sewage Pump Station Schedule 101 PDNer Supply Dear Bub: This letter agreemect, Amendment No. 2 tc uur contract 063-82 formalizes your previous directive to proceed with the following Professional engineering scope of work: 1. Perform detail site topographic survey and prepare plans and specifications for the pump station power su,ply on a route eng NE 24th Street from Edmonds Avenue NE to the east end of NP z;tn Street and thence on private easement negotiated by the City to he pump station. 2. Incorporate the work into the Phase 1 project as Addendum No. 1 Schedule D. J. Coordinate the design with Puget Sound Power and Light and inter- face per their requirements. 4. This work was accelerated in as much as final right-of-way ,nd easement alignment was not obtained by the City until the first week in December, 1984 and the project was bid the third week in December, 1984. City of Renton January 17, 198? Page 2 Fee's This work was authorizeo on a time and expense basis at our standard rate schedule. The estimated range of the cost was $8,000 to 110,no0. Thank you for this opportunity to be of service to the City of Renton and for the continued confidence in our firm. Si erel , I c Livings un ,E. Dresident BL:Jkg Authorization: This Amendment is herehy authorized: mey BY: _l�a�RA1W.1.1 !LnjPOj"_ DATE: ,3 Mayor ATTEST: ` City Cierk MS-84 City Attorney HAMMONL.COLLIER&WADE LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS I YA3 1984—41 YEARS OF JNIMS&ONAL SEROCE ataa a.N+ao.l .010STONE NAY N0111N ,00pNt Sc+oa.�a RaNYI Cp1aW Ea SEARLE WAS INOTON W103 p4faf9Yl a�i .wlar.w it.a TtLEVNONE Iio61632.266A IQMW.NL(C.ITOi..L6 Wux v..oslvW..a I.B 362.1101IW....ONL.l ma.Aa.rcvo.Ea n.AWM:o.owA.•E .mv a of rt .O a10A 52967 w..AD1 A.•+.W:.a 302601TN MN15IONgN STIIEET WENATCNEE WAWM0 p6601 TtLEPN f 1304II"2 1162 September 10, 1984 City of Renton I'/ J`Y4 Department of Public Works ' Municipal Building 200 Mill Avenue South Renton, Washington 98055 fhra tru l-'J'✓'�.fIR�I n/. �,~ic .n Attn: Robert E. Ber3stl om, P.E. ft� ' ��,//�� • Enginee Supervisor _T pprlfrJ ;.`try'-•�" Re: Honey Dew Creek Interceptor ,{ ;,.jam "MCA, F71k rtve.' Downstream Existing Sewer Improvements HCW-L Professional Services Agreement Gentlemen: This letter report is prepared to provide. 1. A brief analysis of and design detail for the referenced improve- ments. 2. Format for final plans and specifications background. The new proposed Honey Dew Creek Interceptor will have an interim route thrcugh reaches of the existing City Sewer System. Figure 16 of the Comprehensive Sewer PL (attachment A) illustrates identified potential flow constrictions areas that require rebuilding. Ultimate connection of the City's Honey Creek interceptor to proposed "May Creek" Metro Interceptor is defined in the Comprehensive Plan. The May Creek Interceptor construction schedule is indefinite. Prior to the completion of the May Creek Interceptor by Metro; the City of Renton must lift sewage MRv TO O MAmA ❑Mw.oRa by pumping out of the Honey Dew Creek ba,in west to a force main connection at approximates;, the intersection of Dayton lve. and N.E. 27th. The pipe along the route of flow, then, mmut accommodate local collection in addi- tion to the interim flows generated by pumpieq contributes uy the interim: Honey Dew Creek lift stetion. Peaking rates for proper sewer replacement sizing must be evaluated presuming concurrent maximum pumping from the Honey Dew Creek area with current conditions of service. Scope of HCW-L Services 1. Estimate current conditions of service by house counts,comp-it i ng service area,adding existing pumping facility rates and water consumption for the school. 2. Discuss review findings with the City and establish revised flow rates `f necessary. 3. Utilizing flow rates estimated or as revised analytically test segments of constrictiot identified (as well as the entire route from interim force main connectior to the existing Lake Washington Metro Sewer). 4. Select appropriate replacement pipe sizes for various optional Honey Dew Creek, flow rates. 5. Design Plans and prepare specifications for the required replacements. Summary of Analysis, Findings & Recommendations 1. Flow rates analysis. Detailed incremental sector or total flow rates for the existing collection system (along the route proposed to convey Honey Dew Creek sanitary sewage) are not provided in the comprehensive plan. An analysis to estimate existing flows in the 27th - 28th Avenue err e e inter;eptor was made as a part of this report, The component parts of the flow are as follows. Existing Connecti..n's o Houses connected The flow from each home was computed as 60 gpcd x 2.5 x 4.0 o Mobile hume park and Canyon Oak Condominium connected 105 + 30 = 136 units. The flow from each uni. was computed as 60 gpcd x 1.5 x 4.0. o Griffin Buys Home was computed as 60 gpcd x 24 boys + 6 additional personnel : 60 x 30A 4.0 o Kennydale Elementary School. 1600 gallons per school day used in 1 hour period based on 38,500 cubic feet of water used in one school year (180 days) o Azalea lift Station No. 18, 251 gallons per minute rated capacity. o Infiltration and inflow in gallons per day/acre served 1,200 + 2,000 = 3,206 gpaa future Connect4on R Jones and 2_th (West Kennydale Sewer Extensiur` o High Gate lift Stat;on No. 21, 100 gallons per minute rated capacity. o Houses connected to proposed future extension gravity extension computed as 60 gpcd x 2.5 x 4.0. e Infiltration and Inflow in gallons per day/acre serve 600 + 500 = 11009pda Attachment B is a map illustrating incremental eentPiAuitioa-by�a+'�y fur-zamlblred exis inq rnnnpc innc.And,Lhe-proposed wpct 1(e;n,yn.je, extension. n o de mum b« S. 2. The existing sewer capacity for each sector of tine proposed route noted 3a- in the comprehensive plan was checked and noted in AW attachment 9_" a: available capacity. Residual capacity (existing capacity less estimated flows) are also noted on Attachalnit i.G ov.. Attachment C Illustrates a table of sector replacements required to main- tain various residual capacities for Honey Dew Creek Discharge. 3. Providing contingency for unanticipated flow. The existing flow rate prniections are based on what we believe to be redsonably sound general criteria. However, no actual measurement of normal flow or I and I have been made. We recommend that a permanent monitoring point be integrateo into the improvements. The monitoring location recommended is a Manhole adjacent to the Metro Interceptor connection point. A built in flume on the manhole would provide the potential for continuous monitoring. With actual flow rate detail the projected useful life of the interim route can be accurately assessed. If I and I and or normal flow in the Kennydale area Is greater than estimated, the utilization period may be less than projected and could require some throttling of the Honey Dew Creek Pump Station. More probably the actual flows in the Kennydale area will be less than estimated and provide a greater utilization period. in either event, the monitoring Manhole will be an effective analysis tool in determining life of the route and any potential operational requirements for the Honey Dew Creek Pump Station. a. Final Design Consideration The replacement will require temporary pumping and small intercepto•s from sewer services to down stream manholes. Proposed new pipe sizes for links where replacement is recommended are noted on attachment 1, for z4'f inc-Switaliy increasing Honey Dew P S. potential delivery rates Design option l O is recommended. In most instances replacement of the pipe in the same location and at the same grade with larger pipe appears most reasonable. In Lake Washington Boulevard the easterly 8" link 29 proposed for replacement in the comprehensive plan is in close proximity to rockery; and, a parallel replacement of this sector in the center of Lake Washington Boulevard would be more practical. This reach of Lake Washington Boulevard is in only poor to fair condi- tion; and this sector of the Boulevard could be rebuilt as opposed to expensive deep reconstruction near the rockery. An option to connect to a new discharge point in the large metre sewer near 28th Place 8 Burnett was reviewed with Metro's Jim Hawthorne. The reach between the existing Metro connection point and a proposed new upstream discharge point would be in a reach of deep tunnel. Review of depth connection type and other factors indicate it would not be economically practical to build a new discharge point. In summary, rebuilding a parallel route in Lake Washington Boulevard near the center of the existing street would probably be most reasonable even with the cost of Lake Washington Boulevard surface replacement. 6. Format of Plans. Standard size City of Renton 22 x 34 plan and profile sheets will be used to illustrate proposed improvements. All details will be prepared on P 112 x 11 sheets and incorporated into the construction documents. The plan and profile s:oeets will +llustrate recorded utilities. Prior to contractor bidding the unde-ground utility location center will be requested to mark all utilities for contractor information to supplement plan information. Preparation of detailed topographic survey is not included and therefore profiles from existing 1969 plans will be used to establish new p'•, profiles. Approximate curb line locations and specific services for drainage etc., will be taken from record plans. No field measurements other than approximate photo dimensioning will be used to rough verify existing features obtained from As-Built ln;ormation. 7. Format of Specifications. Specifications bid and legal documents will be prepared with standard City of Renton format including 6 112 x 11 standard and special project details. Thank you for the opportunity to be of service. Sincerely, Frederick G. Kern, P.E. FGK:slk Encl: E : ATTACHMENT A - i ' PROPOSED METRO MAY CREEK V i:r i i1MfEST KENfIYDALE A j .'... .SiWER EXTENSION - "� WIEACEPTOR .. Rt••n.: r SEE COIOo o... 1 `� t _pa- . .m , If°• i °°�T'tlE► -w ty,earr •` vOIiAE fit► n�MI X. w..Din r ,, •.FORCE Mkk VIP SEE bNEET 2 ... �W NTERIM TA - «a. t-ec mr�•{�n\\\\\\��1 i � � � '_I ti"F � � •a, � ' � �1� TION �� _ vl,,,. Lf.aJ• ,,11 _ - EAST KEDtMYDALE MOD _ * r �` °>�C"_\_`.\pp' , 1 .. r. _l��//7//U�a.T.�al::;s�.?. A:•.t!-• •�w...a-v ^'�/COL1D I \ •..?�-P/, v, 7-- E AXAM OUR `- �•!4 yT St�Y•T 1• F'4S)_ -j-!+1,\1'�, W T,IWNNYDALE N10RDAT� LESL C folios—�f-�= " ���` ' >41 In vv t\ . a jt^ f � � � ' .r �.�� IjL(•�1 \�_ 'i •\. ; .\ ���r i` .. . �• -LL•... :', .� t., �}L•�'� � t L.' T�- i.. �t( ��\'a�i�Y�{'A. 1 i �+ -! .f. rr.,.:�• ~ ..a ' . \'�. �I -�•'4r_ - ly ;� •' - ,,��v ( .REEK - DELEIE ' i `—� . y .",Y •1 ; ..._ Paq mm� env ` _ Y E y s r rA � r e � s y e a m s pj CAd n p N L►+ O w 3WZ �^ � IVPI W Q ..� 0 O 0 a z z n r� oz 't ME LL +• too ON LU @F � uK1 VV` q � l n 4 •y ' r"s f /^� S N �� •, Q� i September 5, 1984 City of Renton Department of Public Works Municipal Building 200 Mill Avenue South Renton, Washington 98055 Attn: Robert E. Bergstrom, P.E. Engineer Supervisor Re: Honey Dew Creek Interceptor Downstream Existing Sewer Improvements HCW-L Professional Services Agreement Gentlemen: This letter report is prepared to provide. 1. A brief analysis of and design detail for the referenced improve- ments. 2. Format for final pr>.ns and specifications background. The new proposed Honey Dew Creek Interceptor will have an interim route through reaches of the existing City Sewer System. Figure 16 of the Comprehensive Sewer Plan (at'achment A illustrates identified potential flow constrictions areas that require rebuilding. Ultimate connection of the City's Honey Creek interceptor to proposed "May Creek" Metro I- Nterceptor is defined in the Comprehensive Plan, The May Creek Interceptor construction schedule is indefinite. Prior to the completion of the May Creek Interceptor by Metro; the City of Renton must lift sewage by pumping out of the Honey Dew Creek basin west to a force main connection at approximately the intersection of Dayton Ave. and N.E. 27th. The pipe along the route of flow, then, must accommodate local collection in addi- tion to Oe interim flows generated by pumping contributed by the interim lift station. Peaking rags for proper sewer replacemert sizing must be evaluated presuming concurrent maximum pumping from the HOney Dew Creek area with current conditions of service. Scope of HCW-L Services 1. Estimate current conditions of service by hogse counts know existing pumping facility rates and water consumption for tLe school. 2. Discuss review findings with the City and establish revised flow rates if necessary. 3. Utilizing flow rates estimated or as revised analytically test segments of constriction indentified (as well as the entire route from interim force main connection to the existing Lake Washington Metro Sewer). 4. Select appropriate replacement pipe sizes for various optional Honey Dew Creek flow rates. 5. Design Plans and prepare specifications for the required replacements. Summary of Analysis and Findings 1. Flow rates analysis. Detailed incremental sector or total flow rates for the existing collection system (along the route proposed to convey Honey Dew Creek sanitary sewage) are not provided in the comprehensive plan. An analysis to estimate existing flows in the 2'th - 28th Avenue interceptor was made as a part of this report. The component parts of the flow are as follows. Existing Connection-s d Houses connected The flow from each home was computed as 60 gpcd x 2.5 x 4.0 o Mobile how park and Canyon Oak Condominium connected 105 + 135 units. The flow from each unit was computed as 60 gpcd x 1.5 x 4.0. o Griffin Bogs How was computed as 60 gpcd x 24 bogs + 6 additional personnel - 60 A 30 o Kennydale Elementary School. 1600 gallons per school day used in ; hour period based on 38500 cubic feet of water used in one scnool year (180 days) o Azalea lift Station No. 18, 251 gallons per minute rated capacity. o Infiltration inflow in gallons per day/acre served qpda Future Connection p Jones and 28th (West Kennydale $ewer Extension) o High Gale Lift Station No. 21, 160 gallons per minute rated _apacity. o Houses connected to proposed future extension gravity extension computed as 60 gpcd x 2.5 x 4.0. o Infiltration Inflow in gallons per day/acre serve + - 1100. The total existing connection estimated flow rate discharge to thf- Metro Sewer in Lake Washington Boulevard is The total connection plus future West Kennydale extension estimated flow rate discharge to the Metro Sewer in Lake Washington Boulevard is Attachment B is a map illustrating incremental contri- bution by area for combined existing connections and the proposed West §kennydale extension. 2. The existing sewer capacity for each sector of the proposed route noted in th? -omprehensive plan was checked and noted in Map attachment 6 as available capacity. Residual capacity (existing capacity less estimated flows) are also noted on Attachment B. Attachment C illustrates a table of sector replacements required rair- tain various residual capocities for Honey Dew Creek Discharge. 3. Providing contingency for unanticipated flow. The existing flow rate projection, are based or. what we believe to be reasonably sound general criteria. However, no actual measurement of normal flow or 1 and I have been made. We recommend that a permanent monitoring point be integrated into the it vements. The monitoring location recommended is at a Manhole just adjacent to the Metro Interceptor connection point at Lake Washington Blvd. A built in flame on the manhole would provide the potential for continuous monitoring. With actual flow rate detail the projected useful life of the interim route can be accurate- ly assessed. If I and I and or normal flow in the Kennydale area is greater than estimated, the utilization period may be less than projected and could require some throttling of the Honey Dew Creek lump Station. MDre probably the actual flows in the Kennydale area will be less than estimated and provide a greater utilization period. In either event, the monitoring Manhole v' 1 be an effective tool in determining life of the route and arg potential operational requirements for the Honey Dew Creek Pump Station.. 4. Final Design Consideration The replacement will require temporary pumping and small interccators from sewer services to down stream manholes. Paralleling the existing main is......... P oposed new pipe sizes lur links where replacement is recowended are noted on attachment B. In most instances replacement of the pipe in the same location and at the same grade with larger pip; appears most reasonable. In Lake Washington Boulevard the Easterly 8" link is in close proximity to rockery and a parallel replacement of this sector in the center of Lake Washington Boulevard is recommended our Reasoning is as follows: The reach of Lake Washington Boulevard is in only poor to fair condi- tion; .nd there is a sector of the Boulevard could be rebuilt as opposed to expensive deck reconstruction near the rockery. 6. Format of Plans. Staff 'd size City of Renton 22 x 34 plan and profile sheets will be used to illustrate pr000sed improvements. All details will be prepared on 8 112 x 11 sheets and incorporated into the construction documents. The plan and profile sheets will illustrate recored utilities. Prior to contractor bidding the underground utility location center will be requested to mark all utilities for contractor information to supplement plan information. Preparation of detailed topographic survey is not included and therefore pn 'iles from existing 1969` plans will be used to establish new plan profiles. Approximate curb line locations and specific services for drainage etc., will be taken from record plans. No field measurements other than approximate photo dimensiow ng ill be :d to rough verify existing features obtained from As-Built Information. 7. Format of Specifications. Specifications bid and legal do.uments will be prepared with standard City of Renton format including 8 112 x 11 standard ano SDeci.l project details. See attachment F. n ^� y-.; for the opportunity to be of service. Sincerely, Frederick G. rern, P.E. FGK:slk Encl: • ,�,IK u emu, 7 G/✓emu �/�E IP,�E-SURE SCWCAx F,(/7-1,eC- IPDd7L� ' bee 7W 1t Z,e6 ♦r/,af 04W,vt p p'/J S.AO L/ A.G. 'M rc J. S'CLf s.4rr ca^ 2 ao�f- /Q ,ao •e �c .. P7 ;s tee. ; o I.6 c. t'CC CO^.::7,t'UG Tim,, +K ra /Cc rG.I cE S.6 tirE 4&17- ,4 G G /.O /!G G ctU.GCNAK6E ^,C A- NoNB•Y Dt r•/ c/c EC .� :aree ,CE►inv � ter:. r Fri ,o/r<C e.k.;' + ..c . =ory O F h=Al7-OAJ HOAlEY DEW C�cEK = aBsc� LOST \/S. -P mprAJCi FATE t 4QL) Cp0 • 3sa coo / t 3eo,uoo a asq 000 1 aoci o0c, 1 lmq coo 4_her^ i fir; o b r CO O In l„cr Atll 1 `) fTT � rN ? airy w R 8 ) Qp k h 4 ij i) .� ,1 (1 - 1 .-1 ;4 ,j 0 14 � a Q O 0 c `- r` •� � c JVugclmOV , M � V- �. 4Myn �n ro • � � r-�OaiEY .tJ :REED �°q. . , 160 W o7A4 Cn r ErS57oves a,,34,• ac ,34—T!9/ .1G6�B, .C6 O.4Q b 7Yi 7• tFE ,e� �/9b �oO.SZ�i � G.5S has . z.z�x_ �d91 791. 00 33�691 o0 0.65 2r+� ,. ,gib Jd60� 1s0.00 ' 0.3'C s9�8, 9a4.15 i44 1S ( to s41e, 449 00 Ak OOk06 A,'Cr -MCAJOE L=kWK m /. 2uu..UOF� "RER-ACEN Et/T OF Pepe CULY IWAL:-a- TM)DO AdOT SA-JC44OC-0. I I t _ i - c ?o _ rt Al �� Y � 6 • 40c1a � 92 157 B s9 53 1'J G4 /5' 7.9 /E 70 6 / 7n 9% d �c F'^ 4`' T 2 , � S 1 y��•'v C _ 2 S < k 4a d43 �3c Su �ve "r 'ur xx r7k Of RE. -i •1 . t"� z PUBLIC WORKS DEPARTMENT z DESIGN%UTr„Tt ENGINEE91N60 215 253i C, MUN4CIPAL BUILDING ]Oa MILL AVE SO RENTON,WASH 9W55 9 b �P Eo SEP'Eo BARBARA Y. SHINPOCH MAYOR MEMORANDUM Date: August 6, 1984 To: Maxine E. Motor, City Clerk From: Bob Bergstrom, Public Works Subject: Professional Service Contract Amendment Money Creek Sewer Please execute the two contract originals for the Honey Creel Professional Services contract amendment for Hammond, Culler S Wade-Livingstone Associates. Legal review and requested insur- ance certification are attached. The contract amendment is for extending the current Money Creek Sewer contract into the design phase. This is a budgeted pro- ject in 1984. :jft �— Enclosures �TF kE. • ,� LT Z PUBLIC WORKS DEPARTMENT DESIGN/UTILtTv ENGINEERING 0 23S 2631 n CP11, eUNIdFAL BUILDING Sea MILL AVE.$0. RE%TON.WASH aeooS 9 e 14pTf0 SE PI BAR13ARA Y. SMINPDCh atAvwt MEMORANDUM Date: August 6, 1964 To: Maxine E. Motor, City Clerk F ra.,: Bob Bergstrom, Public Works Subject: Professional Service Contract .unet,drPent Money Croak Satyr Please execute the two contract originals for the Monti Creek Protessional Services contract amendment for Manmor , -oiler E Wade-Livingstone Associates. Legal eview and requested insur- ance certification are attached. The contract amendment is for extending the current Money Creek Sewer contract into the design ohase. This :5 a budgeted pro- ject in 1964. jft Enclosures • • AMERICAN MOTORISTS INSURANCE COMPANY LOGO GROVE.4Urq,S sacs CERTIFICATE OF INSURANCE THIS CERTIFICATE IS ISSUED AT THE REQUEST OF: rt,y of FnPF On Depardnent of Public Worts Rento�rl�A Building, 98i M' 200 Mil St. S. DATEISSUED; August 3, 1984 Attn: W. Robet2 Elergstrda, P.E. . BgISIL�r Superviscr 1Nf POLICY INOrCATEO ULOM RV%OLICY NUaMEe,POLICY KPIIOO ANO LIMITS OF LIAAJLITV NIL(TEEN Iteuga to 11sN1111D'S NAME ANO AOOII_ , H&m`o d Collie; A Wade-Livl[gstocte Associates, Inc. 4010 Stone Way N. Seattle, WA 98103 TYPELIC,.P INSURANCE DATE POY NUMBER 11MONTh-DAY YEAR LIMITS OF LIABILITY DEDUCTIBLE T IN70AY lN,luPr AND PPOVERTY CA PROFESSIONAL LIABILITY Mncwl a EA yaM tA 3Yw710273-00 7/15/84 7/15/85 ' 1 500 000 a )) 4[xa[C a[IWr hat.eaREe.11 !aµeGCDW�.DK! COMPREHENSIVE GENERAL LIABILITY nyacnvl uNUTlee (EYCLUDING AUTOMOBILES) I 3yw7l0273-oc 7/15/84 I+7/15, 35 NONE AppUEj rrxl wARae..e DSC ERIPTION OF OPERATIONS AND LOCAiIOE!TO dNICN CERTIFICATE AMLIES: Ult �_ervices performed by the Named Assured �OILSin8 tncllxil �neerite -,ewer Interceptor 6 PLOW, Station, Contract No. CArO6 82. respects the Honey Dew Creek NOTICE. Notwdhstandmg any red ,,smew. term. or condd,an 01 any Contras or amen aocumem with Ins cernhcate or y,,,hcahon 01 insurance may be Issued or may penam,the,ns,,Dme alloroed b IRe peel 10 which tinsSubiw,to all ItM terms,e,,cjws,OOs,and COnd,eom,01 Each pohQes Y pOII[Ies descnded neHm IS CANCELLATION. Should any 0I Inc aboye osu,?bed Wuues be cancelled Wore me evyrahon oats memot, the ssuny company yell endeavor 10 mall 10 Wore_ days w I"6111101"10 the'Ww ,named grteN:ale Mldw Out mall Such nd68 shall Impose rd oblpsnon Ce hsolllty Of any kind upon ins company IaeWe to SPECIAL PROVISIONS; For Professional Liability coverage, the urance ns aggregate 71m1t is the total i available for claim presented within the Polley period for all OPeratlns of the TMs Ce"'Ats Of insurance iS eletely a recital o(,nsurance attorded by the company on policy and endorsement forms In Use the Company Noshing canlwh*0 herein shall opwalP 10 alter such maurance by ISSUED AT: Seattle, Washing- PRODUCER- R Ir'ay ptkiri x 4t .rt AMERICAli MOTORISTS INSURANCE COMPANY LOCATIO � Jchn oRlFealarnTrys tH1T SPr W-) P. Duran, lgx.*uWf oir, —oi:irn wlar��.ilw ♦u OF RE. ` OFFICE OF THE CITY ATTORNEY• RENTON,WASHI'.0 Trin _ Ipf r pl.y p.{1• ,pp i YN{.II[(1 • 4n.q ,�{„•K,pq ! LAWRENCE f WARREN 0 o:..,,o•r.e. DANIEL KELLOCI(•, +sf..•u •. .r... DAVID M.DEAN, .{L a�n.r uK• rf� $EP(E MARK E BARBER, ZANETTA L FONTES, July 25, 1984 MARTHA A FRENCH,.fsa,u, TO: Richard Houghton, Public Works Director E FROM; Lawrence J, Warren, City Attorney 1 RE: Professional Services Contract Amendment - Hammu.;l, Collier and Wade-Livingston Associates Dear Dick: The contract amendment as proposed is acceptable as i form. From reading the contract I cannot tell whether orgy not the $56,000.00 fixed fee is for the work described in this contract amendment or for the whole contract. E I presume that these eng of work ineers are reputable in this -ype and that they have sufficient professional li:yillcv insurance. I preswne that tF�ese issues were dealt with+n i the original contract.cA__, r, n6(� c�Le ' �_ Lawrence Warren LJW:nd c .: Mayc•- r ry ,r • • CAG 063-82 Amendment No. I HAMMOND,COLLIER 6 WADE—LIVINGSTONE ASSOCIATES,INC. CONSULTING ENG'.NEERS 1043 1984.-41 YEARS OF MIOFESbtON4L+ERVICC 4 W4 r^IrYY•. 401 O STONL W AV NORTH r uH1 tlY�[A rl SEATTLE WASHINGTON 98,01 4OR'OIt<C1011 rL• u+HA rAq rt IELt"O 12O6163,11IA L410[nwM r�l roc[urrdrp[rl A"NAH,L m+f mH rA c 1 SOD 56j 110111.1.. O01rIA{i YC©OH rl n• WHall O{1[1r,A Il Nl41Cr 4 r{�Il ✓O BOA j>,p 1 HrgOl u.rlp rc 303 SOUTH MISSION STNLI I At NA tCHEE WASHINGTON 9BNp, TEIC"I IS09196$1)8j July 14, 1984 City of Renton Department of Public works Municipal Building 200 Mill Avenue South Renton, NA 98055 Attn: Robert Bergstrom, D.E. Engineer Supervisor Subj: Professional Engineering Services Proposal For Honey Dew Creek Sewer Interceptor and Pump Station Dear Bob: With reference to our previous meeting and conversations we are pleased to Submit this amendment to our contract 063-82 for professional engineering services. Our scope of work is: I. Complete Gravity Sewer Interceptor Drawings including: a. Adjust alignment to a location to satisfy Comments from Fish and Game Departments. b. Design roadway and gabion retaining walls where required for the road maintenance. C. Obtain permit approvals from Departments of Fisheries, Game and Ecology. d. Design storm line extension for the Department of Transportation 18-inch storm line east of Queen Avenue NE. e sign side sewer for Forest Brook Condominium, f. .esign Honey Creek Estates Access Road including a small timber bridge. g. Design side sewer stubs to adjoining lots. +��p a,H. ❑1.,...,A ❑WIH..IK. +If City of Renton July 14, 1984 Page 2 2. Design of a 500,000 gpd pump station and force main. Included in this phase of the project is: a. Coordination with Puget Sound Power and Light to extend 3 phase power to the project site. l b. Des'yn of standby generator if required by the Department of Ecology. c. Preparation of a design memorandum for City staff approval of pump station alte^natives and design recommendations. d. Preparation of Plans and Specifications for the chosen altern,tive. 3. Design replacement of 5 sections of the existing gravity sewer system to increase the capacity of these sections to accommodate the new pump station flows. a. NE 27th Street - One Section b. NE 28th Street - Three Sections c. Lake Washington Blvd. - One Section 4. Prepare P )Jest specifications including bid documents for the above identified items. We propose to complete this proj_�ct scope of work for 'a fixed lump sum fee of $56,000. Progress billings will he submitted on a mcithly basis for the work accomplished the previous month with payments due within 30 days. We are prepared to start work as soon as we receive notice to proceed. Work will he completed within 180 days of authorization to proceP^ .,ith this work. If you would like us to provide any of the below listed services at a later date "they can be provided on a time and expense basis or for a negotiated lump sum fee". Construction Staking Construction Inspection Construction Management Right-of-Way Negotiations © • CAG 063-82 Amendment No. 1 City of Renton July 14, 1984 Page 3 Thank you for the opportunity to submit this proposal. If the proposa� is acceptable, signing the authorization below and returning one copy of this agreement will constitute our notice to proceed. Sincerely, LL7< Dougl a obson, ?.F. DJJ:jkg L1 Authorization: This proposal is ccepted and work is authorized to proceed. Rfmtb � -- DATE: J Attest: Deputy ): Clerk P3-26 [ N N CAG 063-82 Am1 ndment No. 1 HAMMOND.COLLIER 61 NUDE--LIVINGSTONE ASSOCIATES.INC. CONSULONG ENGINEERS I DAa 164114-41 YEAR60e Pw',FLS kAL SERVICE ®o�yNappr[ b10ST0 MAY NORTH �a,�,A�a Mtuw•m[L4A r,. 5[ArtLE wAE .I TOY 66103 nu o[iMl rl.a TELEMIONE.12 !622 2664 Im[MTn l 0n6YV,al aAMT uww+aR r[ 600 M2.In'M1 mRw,nCaM9M r[ aMIOM-� rc PO box 2667 r1lm[Rao a[v[ .ww.ar.[a WHO r[ -l�5fh)iN M16yON STREET MCNATONEE.wA8NiN4T0' 666p1 TELEENONE.160M M2 1767 July 14, 1984 City of Renton Department of Public Works Municipal Building 200 Mill Avenue South Renton, WA 98055 Attn: Robert Bergstrom, P.E. Engineer Supervisor �ubj: Professional Engineering Services Proposal For Honey Dew Creek Sewer Interceptor and Pump Sta*ion Deal Bob: With reference to our previous meeting and conversations we are pleased *o submit this amendment to our contract 063-82 for professional e1 ineering services. Our scope of work it, 1. Conpiete Gravity Sewer Interceptor Drawings including: a. Adjust alignment to a location to satisfy comments from Fish and Game Depav rents. b. Design roadway and gabion retaining walls where required for the road maintenance. c. Obtain permit approvals f-om Departments of Fisherie,, Game and Ecology. d. Design storm line extension for the Department of Transportation 18-inch storm line east of Queen Avenue NE. P. Design side sewer for Forest Brook Condominium. f. Design Honey Creek Estates Access Road including a small timber bridge. g. Design side sewer stubs to adjoining lots. City of Rento.. July 14, 1984 Page 2 2. Design of a 500,000 gpd pump station and force main. Included in this phase of the project is. a. Coordination with Puget Sound Power and Light to extend 3 phase power to the project site. b. Deign of standby generator if required by the Department of Ecology. c. Preparation of a design memorandum for City staff approval of Pump station alternatives and design recommendations. d. Preparation of Plans and Specifications for the chosen alternative. 3. Design replacement of 5 sections of the existing gravity sewer system to increase the capacity of these sections to accormodate the new pump station flows. a. NE 27th Street - One Section b. NE 28th Street - Three Sections c. lake Washington Blvd. - one Section 4. Prepare pro,iect sperifications including bid documents for the above identified items. We propose to complete this project scope of work for a fixed lump sum fee of $56,000. Progress billing; will be submitted on a monthly basis for tht work accomplished the previous month with payments cue within 3C days. We are prepared to start work as soon as we receive notice to proceed. Work will be completed within 180 days of authorization to proceed with this work. If you would like us to provide any of Ehe below listed services at a later date "they can be provided on a time and expense basis or for a negotiated lump sum fee". Construction Staling Construction Inspection Construction Management Right of-Way Negotiations l HONEY CREEK SEWER S-296 2 Consultant Agreement City of Renton July 14, 1984 Page 3 Thank you for the opportunity to submit this proposal. If the proposal is acceptable, signing the authorization below and returning one copy of this agreement will constitute our notice to proceed. Sincerely, bougl J. otobson, P.E. DJJ:Jkg Authorization: This proposal is accepted and work is authorized to proceed. DATE: P3-26 • CAG 063-82 Amendment No. 1 HAMMOND,COLLIER O WADE—LIVINGSTONE ASSOCIATES.INC. CONSUL TIN(.ENGINEERS 1943 1964 -41 YEARS OF PROFESSIONAL SERVICE u 4U...wNu.t r; 4010510NL wAv I TN "ur..rCN fR r[ Su rW.LS TON"",, '^"OO"a"L1p1L'•a I T[ICMIONL 130616323664 4wtTw M<[4rra.PR r .art Nr.r.a roW.•.i Y[Ofy rL I BOQ 562 7707 IWI.iry O.w•I Rr[WLLa WW r[ r.1a[w•4 4w.ra O W.2962 wyp[u.ylp r[ 3025OL n.M5 S1RFVT WENATCNEE W.SMNGloN 66601 iCLEF 19LW16621162 July 14, 1984 i City of Renton Department of Public Works Municipal Buildinu 200 Mill Avenue South Renton, WA 98055 Attn: Robert Bergstrom, D.E. Engineer Supervisor Subj: Professional Engineering Services Proposal For Honey Dew Creek Sewer Interceptor and Pump Station Dear Bob: With reference to our previous meeting and conversations we are pleased to submit this amendment to our contract 063-82 for professional engineering services. Our scope of work is: 1. Complete Gravity Sewer Interceptor Drawings including: a. Adjust alignment to a location to satisfy comments from Fish and Game Departments. b. Design roadway and gabion retaining walls where required for the road maintenance. c. Obtain permit approvals from Departments of Fisheries, Game and Ecology. d. Design storm line extension for the Department of Transportation 18-inch storm lire east of Queen Avenue NE. e. Design side sewer for Forest Brook Condominium. f. Design Honey Creek Estates Access Road including a small timber bridge. g. Design side sewer stubs to adjoining lots. City of Renton July 14, 1984 Page Z 2 Design of a 500,000 gpd pump station and force main. Included in this passe of the pf3ject is: a. Coordination with Puget Sound Power and Light to extend 3 phase power to the project site. It. Design of standby generator if required by the Department of Ecology. c. Preparation of a design mencrandum for City staff aporoval of Pump station alternatives and design reconmenda!ions. d. Preparation of Plans and Specifications for the chosen alternative. 3. Oe•ign replacement of 5 sections of the existing gravity sewer system to increase the capacity of these sections to accommodate the new pump station flows. a. NE 27th Street - One Section b. NE 28th Street - Three Sections c. Lake Washington Blvd. - One Section 4. Prepare project specifications including bid documents for the above identified items. We propose to complete this project scope of work for a fixed lump sum fee of $56,000. Progress billings will be submitted on a monthly basis for the work accomplished the previous month with payments due within 30 days. We are prepzred to start work as soon as we receive notice to proceed. Work will be completed within 180 days of authorization to proceed with this work. If you would like us 10 provide cny of the below listed services at a later date they can be privided an a time and expense basis or for a negotiated lump sum fee". Construction Staking Construction Inspection Construction Management Right-of-May Negotiations • • CAG 063-62 Awndment No. 1 City of Renton July 14, 1984 Page 3 Thank you for the opportunity to submit this propc;al. If the proposal is acceptable, signi.o, the authorization below and returning one copy of this agreement will constitute our notice to proceed. Sincerely, Doug! s J acobs,on DJJ:jkg Authorization: ' This proposal is accepted and work is authorized to proceed. 3onbo�ra o, .�bl4 c c DA-,E: (/1,e� 0r i94y Attest: ' Deputy 't lerk P3-26 CAG 063-82 HAMIAOND.COLLIER S WADE —LIVINGSTONE ASSOCIATES. INC CONSULTING ENGINEEms i 10 STp FAY rgl Yiia,I,IYYYO iI SFATTL[.F11ri 1`014 N103 %O[N1.i 4C[-x lli Fuar•c✓aab(ra TELENw]I(IZON A:iE]a6a o(.io ala][.i r.s Flu[\,�lgiiol.a �flMw��aU 1Cw.(• BIO N(alnslor.STI(jT WR Ci OGbMi yCO�F,r[ WC TCK �TON MWI r,o...o NFa4�ra TElxhbNr 'lO M2-1T 2 October 11, 1982 ran a rYrc.a City of Renton Public korks Department Mucicipal Building 200 Mill Avenue South Renton, WA 98C55 Attn: Bob Bergstrom, P.E. Engineering Supervisor Re: Surveying Services Proposal for Honey Creek Sanitary Sewer Intercepter in the Honey Creek Gully from May Creek Gully to Sunset Boulevard and Union Avenue N.E. Gentlemen: With reference to our earlier meetings and conversations with Bob Bergstrom of your office, we are Pleased to submit this proposal for surveying services. Our understanding of the scope of work for this project is as identified in the "project outline" prepared by the City. We have identified below the work tasks involved and have shown our estimate of the related charges associated with each task. 1. Development of a sanitary sewer route approximately 6,000 feet long in Sections 4/T23N/R5E and 33/T24N/RSE, W.M. Tasks include administration, research, control traverse, computations, tie in of cross streets and rights-of-way and centerline staking of control traverse at 50 foot intervals and breaks. Estimated Fee . . . . . . . . . . . . . . . . . . E 6,32U.00 2 Centerline profile of alignment at 50 foot intervals, crass section at 160 foot intervals. Tasks include setting bench marks at approximately 500 foot intervals for use in future construction, taking profile and cross sections on Washington State Highway Department computer forms so that computer developed profile, cross sections and contours can be utilized. Estimated Fee . . . . . . . . . . . . . . . . . . . S 3,360.00 3. Existing property lines accurately located for easement preparation. Preparations of easements for a sanitary sewer line for the various properties traversed by the project research of deeds and conveyances. r...,A Diumc O.wTan City of Renton October 11, 1982 Page 2 T„sks include calculations, plotting, deed review and preparation of needed easement descripr,ons. (We would not anticipate physically locating the various prGperties, jut would compute the easements relationship thereto). Estimated Fee . . . . . . . . . . . . . . . . . f 1,20C.00 TOTAL FIXED FEE. . . . . . . . . . . . . . $ `o,880.00 We propose to work on this project on a fixed fee basis. Progress Billings will be submitted on a monthly basis for work accomplished the previous akirth and payftnt will be due within 30 days. Interest charges at 1% peg month, will be added to all delinquent accounts. We are prepared to start work as soon as we receive notice to proceed and will complete the work within b months of that notice. Optiunal Services: ("To be provided on a time and expense basis or as negoti- ate actor ng tD the enclosed rate schedule). Design Services Construction Staking Drafting Grant Applications Construction Inspection Ervironmental Impact Construction Management Assessments - SEPA All survey notes are the property of the City of Renton and will be turned over to thwn upon request and or at completion of toe work. Thank you for the opportunity to submit this proposal. If the proposal is acceptable, signing the authorization below and returning one signed copy of this agreement will constitute our notice to proceed. Sincerely, HAMMOND, COLLIER a WADE - LIVINGSTONE ASSOCIATES, INC. J- Gordon S. Rector, P.L.S. Director of Surveying GSR:jkg Enclosure 2 copies submitted Authorization: Thi oposal prte\s nted is accepted and wor!, is authorized to proceed. Date: V Attest: Acting City Clerk Personnel Billing Rates and Classifications For Projects, Reports, Design and Construction Services Personnel Classification Hourly Billing Rate Principal Engineer $ 50.00 Senior Engineer $ 48.00 Project Engineer $ 45.00 Assistant Project Engineer b 40.00 :uniur Engineer $ 30 00 Construction inspectoryEngineer S 42.00 Cor,truction Inspector $ 30.00 Director of Surveying (P.L.S.)(Surveyor V1) $ 50.00 Chief of ?artier (P.L.S.) (Surveyor V) $ 48.00 Patty Chief (Surveyor IV) $ 35.00 Instrumentman (Surveyor 111) $ 25.00 Chainman (Surveyor 1/11) S 22.00 Environmental Coordinatori., iter $ 35.00 Design Draftsman S 35.00 Draftsman $ 25.00 Clerical IV S 25.00 Clerical III $ 19.00 NOTE: o Basic rates are in effect as of January 1, 1982. o Mileage charges are computed at 25C per mile. o D+rect nun-salary costs are charged at cost plus 10%. 0 Legal/Expert Witness services are provided at $75.00 per hour. — HAMMOND. COLLIER a WADE - LIVINGSTONE ASSOCIATLS, INC. Of RE. tiO OFFICE OF THE CITY ATTORNEY• RENTON,WASHINGTON U :R Z rU3r Vr<s•W N• ,ao ane/ttn,L wrtwc • YnrV� w.fr,wGrdn MOff iff.H)f Z 09 g LAWRENCE J WARREN. n G r....prva. DANIEL KELLOG, •svn.nr en.•r ro•ner c DAVID M.DEAN, +satru.r ury.now.er Wp lEJ DCCOb@r Zt, 1982 MARK E 9AR8ER. •[vtr.nr cn..ngw•r SEPSE TO: Richard C. Houghton, Public Works Director FROM: Lawrence J. Warren, City Attorney RE: Professional Land Surveying Services Contract for Honey Creek Sanitary Sewer Interceptor Dear Dick: The contract as submitted to ere is approved as to legal form. Because of the minimal amount of the contract, I do not think it necessary to require copies of mal- practice or professional liability insurance from the engineers. �Lawre?eJ. Warren LJW:nd cc: Mayor `�t RF • • i a z PUBLIC WORKS DEPARTMENT DESIGN/U11LITY ENGINEERING111 235-2631 i 8 o MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.WBFS 9 ,p EP �rEO SE PtE� BARBARA Y. SHINPOCH MAYOR Uct.,oer 21, 1982 Honorable Bvrbara Y. Shinpoch, Mayor Municipal Building Renton, Net ,toy 58n5' S.ibjuct: ".awul.Lant Services Agreement Honey Creek Sanitary Sever Professional Land Surveying Services Dear Mayor Shinpoch: I'lcase find attac'ted two copies of the Professional Se vices Contract for the Honey Creek Sanitary Sewer Interceotor. Hammond, Collier 6 Nade- Livingstone Associates, professional land surveyors and engineers will be retained to field sur,,ey proper,les, and the Creek gully for layer design by the City of Cencon. This g project i funded from the U Division May reek Sanitary Sever Reserve Fut . Ytwt :,pp royal is requested. requested. Very truly yours, VeX a .ugh//o'n� REB:dar Attachments OF RA, y PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 2352631 n p MUNICIPAL BUILDING 20 MILL AVE SO RENTON WASH BSBbb 9 y P ttF� SEPtE� BARBARA Y. SHINPOCH August 19. 198 MAYOR TO: Racine Rotors, Deputy City Clerk FROM: Robert Bergstrom, Engineering Supervisor SUBJECT: Professional Services Contract As you requested, w, are working on sev ral professional engineer and lane survey services contracts. Here's the Latest status: Sewer Comprehensive Plan Contract Attached Wilsey S Ham Engineers Selected Traffic Study Project Dead,Funds Cat. Honey Creek Sanitary Sewers Still in review of Consultant'i, Land Survey Submittals Grady Way Bridge Still in Review of Consultr.nt's Submittala Well I6 Contract Attached RH2 Engineers Selected RBB:dar Attachments CITY OF RENTON Requests for Letters of Interest For Professional Land Surveyor's Services For May Creek - Honey Creek Sanitary Sever interceptor The City of Renton is proposing field survey and ae:.ement preparation for the May Creek - Honey Creek Sanitary Sever Interceptor in North East Renton. All parties wishing to be considered in the selection process are requested to submit a Letter of Interest by 2:00 p.m., June 23, 1982. at the Depart- ment of Public Works, Office of Engineering Supervisor, Renton Municipal Building, 200 Mill Avenue South, Renton WA 98055. Prior to submittal of letter of interest, parties should in the Project Outline and Qualification Review Mcument from the Rentor. Department of Public Works. The City's Fair Practices and Non-Discrimination Policies shall apply. Maxine Mntor, �cLiwR-CSty Cle t Published: Renton Chronicle: —6/9 and 6/16/82 ' VAtWFFICE CORRESPONDENCE Dace TO: pichard C. Houphron. PubliC Works Director MM: Maxine R. Motor. Actin City Cleak 8UkUWT: CAC 04)!-82 Consultant Services Ar- eem.ut. hooev Creek saniran- Seger ---------------------------------------------------------------------- Ye return herewith fully executed document (a), as above- captioned, copy of which we have retained for our official public records. Copies should be forwarded to Hammond, Collier 6 Wade. and the other for your ferle. Pursuant to your "*I of we return herewith r-f document (s), as above-captioned, which have been signed by City Officials and need to be forwarded for further execution by 4e return herewith recorded document (s), as above-captioned, (--1 copy of which ve have retained for our official public records. UCopies should be forwarded to appropriate parties and retained as necessary for your files. Please the a fully-executed copy with the City Clerk's office for our permanent records when received. Thank you. NPN:db cc: l ENDING OF FILE FILE TITLE S � 9 � C on 514 1 f9it /19re2 Aent