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I 'o I BEGINNING OF FILE FILE TITLE Pro a L71i ) # 3 � � E. U MkQoll const4vkk4^ks "Cl D� �yh 1'lo4es RENTON CITY COUNCIL Regular Meeting January 14. 1980 municipal Building Monday , 8:00 P,N. Council Chambers h , N U T E S CALL TO ORDFA Mayor Barbara Y. Shinpoch Lad the Pledge of Allegiance to the flag and called the Renton City Council to Order. ROLL CALL OF THOMAS W, TRIMM, Council President; CHARLES F. $HANE, RANDALL COUNCIL RO[6MILL, RICHARD M, STREDICKE. ROBERT HUGHES AND EARL CLYMER, CITY OFFICIALS BARBARA Y. $MIMPOCH, Mayor; GWEN MARSHALL, Finance Director; IN ATTENDANCE DEL MEAD, City perk; SHARON GREEN, Personnel Director; MICHAEL PARNESS, Adm;nittrative Assistant; HUGH DARN, Police Chief; RICKARD GEISS.Elt, Fire Chief; LAWRENCE WARREN, City Attorney; GORDON Y. ERft"IN, Planning Director; JOBN WEBLEV, Parks and Recreation Di•eetor; WARREN GONNASON, Public Works Director, MINUTE APPROVAL MOVED BY TRIM, $LCOND $MANE, rOUNCIL APPROVE MINUTES OF DECEMBER 17, 19M DECEMBER 27, 1979 and JANUARY ), 1990 AS WRITTEN. CARRIED. (Council meeting of January 7, 1980 was cancelled due to snow storm,) ' PUBLIC HEARING This beinq the date set and proper notices having been pasted 1. 1,0, e)14 and published, Mayor Sbinpoch opened the public hearing con- E.Valley Area tinurd free 11/S/79 and 12/10/79 to consider local Improvement Street 01%tr;ct MO. 314, street improvements, sanitary sewers, side- improvements, walks, etc, In the vicinity of East Valley Highway and Su 16th etc. St. from SR 167 ramp westerly to Lind Ave. SW, letter from Public Works Director Goana%nm recalled 12/10/79 Council referral to the Public Works Department for possible deletion from LID of properties east of E. Valley Rd, and north of SW 161h; meeting 12118 with protestinq property owners and modifications =5 resar-sid for cost reduction of $200,000 by following changes: i, Eliminate ,ogramewd pavement removal on south %action of 1. Valley Rd.; (2) Keep fiat street grade and increase transverse slope to minimize puddling on I. Valley Rd,; O) Reduced storm dralnaoe pipe size to provide two-year storm capacity ;A-tead of ten-vear copec;ly; that excess storm drainage be handled In flow of street nortosrly to P-9 Channel. The letter suogttted chargr in methOanlogy for atsessing post of %treat% from the original program of 404 of cost distributed by area and 601 bV zone end termini to the formula which provides 604 of cast spread by area and 401 by zone and termini to trove effect of reducinq assessment to shallower depth properties along the East valley, Also explained was recommendation to divide the project ,,to two schedules providing possibility for smatirr contractors to secure a Portion of project. Gonnason's letter noted unarimous approval of protesting property owners. Continued Public Wark% Director Gonnasoo reported 22331 odditianal protest. Gonna"on 0-oW ned meeting with financial eo-suitent for LID 11114 re $250,000 escrow funds reouirtd, explaining Burlington INrth,•rn and Lonoacre% have agreed to provide the escrow funds which would be $1 of total overall assessment needed for bond sale. AArding Irving, Olympic Ptpelitw., registered ototrtt to try LID. Upon Council lnqulryt Ga ndsoA explained %treat lianlinq OW sidewalks were Items that would be deferred vAtli u,f, t, -v each property owner would development his property. :onno%"" further onoWned protest of the City of Renton for Cilv's properly and Olympic PitNllAs protest Included ;n the L'.RS. . MOVED IV SHANE, SECOND TRIMM, CLOSE PUBLIC NEARIMG. CARRIED. MOVED BY ROCRmILL, SECOND TRIRM, ACCEPT THE LID 9)14, AEFER TO THE WAYS AMO MANS C0cIN1tTU fOR ORDINANC(, COMTtN- GENt UPON WORKS DIRLLMR. ROIL CALL: )-AVE' TAIMM, ROC MILL, MUGHES; )-NO+. SNARE, %TAEOICNt. CLYMER; MAYOR $HINPO(m: AVE. MOTIOM CARRIED 4-), Renton City Council 1/14140 Page 2 LID 0314 Letter from Public Works Director Connason requested Continued authority to borrow additional funds In the Amount of $104,073.23 for preliminary engineering services from the Current Fund for East Valley Road LID 314. MOVED By TRIMM, Time: 8:35 pm SECOND HUGHES. REFER TO THE WAYS AND MEANS COMMITTEE. CARRIED. Motion to races%, failed. PUBLIC HEARING This being the date set and proper notices having been posted and Appeal of published eccordinq to law, Mayor ShImPoch opened the Public Planning Hearing to consider an appeal of the Planning Conslssion recom- Comeission nand•tion on the Comprehensive Plan Amendment for the [Arlington Recommendation Hill area (CP 904-79) to include expansion of Iw density to multi-femlly designation. Letter from Planning Director Comprehensive Erickson (12/6/79) explained request a' six property Owners Plan for for Amendment to the Plan to designate the block bounded by Earlington Hill SW Langston Rd., Stevens SW, SW 3rd PI. and (Arlington Ave. CP-904-79 SW to a low density multi-family designation, The letter noted existing land use designation indicates Portion of the block AS iw density which it • transition from single feelly to medium density multi-family designation located parallel to SW Sunset Blvd, And that the Commission recommanded single family. Letter signed by 25 property owners of the area opposed the amendment to Comprehensive Plan from single family to low density of the Indicated block. Planning Director Erickson used wall maps and eaplained the present and proposed plans. Persons present opposing change of land use designation to law- density multi-family: Steven Abercromb It, 519 SW 3rd; Arlene and Richard Ross, 516 SW 3rd PI.; Henry Potter, 800 SW )rd; Kan Williams, 314 Earlingtun SW. Continued Lloyd Atwood, 252 Earlington SW, presented petition of 19 s i9natures favoring low-density designation for entire block Persons present favoring Iw-density: Bob Wilson, boo SW 4th PI. ; H.A. Brinson, 246 [Arlington SW. Planning Comnillion members present explaining the conmi%Slon% position: Sandy Webb, 264 Chelan NE; Mike Sanis 17214 Springbrook. Richard Ross asked removal of 4 memos from the Atwood petition (2 Ross and 2 DeWater). fallwinq discussion, it was MOVED BY CLYMER, SECOND SHAME, CLOSE THE PUBLIC NEARING, CARRIED, MOVED BY STREDICKE, SECOND HUGHES. COUNCIL CONCUR IN THE PLANNING COMMISSION RECOMMENDATION (Area remain single family). MOTION CARRIED, Executive Sesslon MOVED BY TRIMM, SECOND CLYMER. COUNCIL MOLD EXECUTIVE SESSION TO DISCUSS 21R LABOR NEGOTIATIONS AND ALSO MEET WITH THE PARK DIRECTOR. CARRIED. Time: 9.20 p.m. Council Members returned to the Chambers And the meetinq resumed at 9'SS. Roll was called and all members were present exce;rt Stredicke. MOVED IV CLYMER, SECOND SHAME, COUNCILMAN STREDICKE BE EXCUSED FOR THE REMAINDER OF THE MEETING DUE TO HIS SUFFERING EFFECTS OF RECENT ACCIDENT. CARA IED. Special Municipal Arts Commission Chairwoman Peggy Cummins presented Presentation cheerful replacement painting purchated by he Commission with Insurance funds recelved from lots of two paintings from the Clty'% art collection, MOVED BY TRIMS, SECOND %KANE, CONCUR IN COMMISSIONS RECOMMENDATION AND ACCEPT THE ART WOAK. CARAItD, Mayor Shinaoch noted the Commission had Initiated the inventory And policy of ImSuremte am art collection by which means new painting was purchased. AUDIENCE COMMENT Nancy Berry, 6819 S. 121ith, Renton Chapter of N.O.W„ requested women be represented On the Council and suggested the following Vacant Council names for candidates of the Council position vacated by election position of Barbara W,PoCh as Mayor; Patricia Thorpa, Joan Walker , Peggy Cummins, Karen 1W14er, Margaret Proctor, Kathy Kosice, ann Barbara Lally, Continued Barbara Lancing, 7271 S. 129th, Seattie, Presented petition bear- ing 29 si9naturet lvvmrtinu eltMr Pat Thorpe or Joan walker for vacant Council positiony both being well qualified, RENTON CITY COUNCIL Regular Meeting December 10, 1979 Municipal Building Monday, 8;00 P.M. Council Chambers M I N U T E S CALL TO ORDER Mayor Charles J. Delaurenti led the Pledge of Allegiance to the flag and Called the meeting to order, ROLL CALL OF BARBARA V, SHIN►OCH, Council President; RICKARD M. STREDICKE, COUNCIL GEORGE J. PERRY, ROBERT J, HUGHES, EARL CLYMER, TMOMAS W. TRIMM, CHARLES F. SHANE. CITY OFFICIALS C, J. DELAURENTI, Mayor; LAWRENCE WARREN, City Attorney; IN ATTENDANCE TED BENNETT, Deputy Finance Director, DEL MEAD, City Clerk; GORDON Y. ERICKSEN, Planning Director; JOHN WEBLEY, Parks and Recreation Director; CAPT. BOURASA, Police Department; WARREN ;ONNASON, Public Works Director; RICHARD GEISSLER, Fire Chid; MICHAEL PARNESS, Administrative Assistant. PRESS rREG ANDERSON, REnton Daily Record Chronlcle MINUTE APPROVAL MOVED By SHINPOCM, SECOND CLYMER. APPROVE COUNCIL MINUTES OF - DECEMBER ), 1979 INCLUDING ADDENDUM. CARRIED, SPECIAL AWARD Mayor Delaurenti presented Margaret Rose Anderson with Special Award for outstanding service to the City as Chairperson and Member of the Municipal Arts Commission from 1971 to 1979. PUBLIC NEARING This being the dab set and proper notices having been L.I.D. 0314 published, posted and mailed, Mayor Delaurenti opened the Improvamentt public hearing continued from ll!G179 to consider revised E. Valley Nay Local Improvement District No. 314 straet improvements, sanitary Area to Lind SW sewers, water mains and fire hydrants In the area of East Valley Nighway and SW 16th St. Ram SR 167 ramp and westerly Continued from to Lind Ave, SW. letters of protest were received from Day* No,,mber S. 1979 and Swedes Service, 208 SW 16th St.; Henry C. Herdebeck, 22*11 SE 292nd P1., Kent; Mildred M. Summers by Del Bennett fur BEMP Assoc. ; Mobil Oil Corp., 612 S. Flower St,, Los Angeles; Puget Sound Power end light, Bellevue; Olympic Pipeline to., P.O. Box 236; Gary Merlin Construction, 8630 Fountlee Crest SW, Seattle; Coco Corp„ 6808 S, 140th, Seattle; James L. 6 J.R. Hawk, 6000 S. 140th, Seattle, Jamat L. Mawk; Sam Younker, P,O, Box 637; Craig Taylor Eouipment Co., P,O. Box 710; Delores Kohl, 12811 84th S,. Seattle; N.A. Magnuson, 918 S. I)eth St. , Seattle; Emilio Plerottl ,3412 E.Valley Rd.; Herman M, Allenbach, 1018 SW 144th St., Seattle; J. E. Morrison, 1432 Maple Ave. SW; Chris Palter, P.O. Box 5226. Redondo. Continued letter from Public Works Director Gonnason reported the protests received against formation of LID 314 stand at 22.81% of the total assessment. The letter explained reduction of total assessment from 58,992,)92 to $5,660,000 by reduction In storm tewar pipe alert, deletion of sanitary sewers, narrowing of roadway widths, deletion of illumination systems and traffic signals. Gonnason introduced Ed Rudloff of Project Englneers, Jones Assoc. and used wall map and charts to explain area and lane and termini assessment, Gonnason explained 8,))1 of the 22,831 protest was received from property owners with commit- Mentt to Install OutmiQs improvements, true protest 14 SO%. Gonnason further explained reduction In scope of project with deletion of Sidewalks, but that any property owner desiring side- walks inclusion could do so, Gonneson explained deletl on of Street and antra SW 27th west of proposed ►arkway; reduce width of SW 16th St. and (.Valley Ad. from 44 ft. to 36 ft. and of SW 27th St, from S6 ft. to 44 It, between Lind SW and Valley Pofkwey; and from 56 ft, to )6 ft. between Lind SW and [.Valley Ad, Also delete ►•9 Improvement► except King County loan. Renton City Council 12/10/79 Page 2 PUBLIC NEARING - Continued LID 0314 Persons present favoring the LID: Becky Bogard for Broodocres, Continued Inc. (Longacros) offering assistance re letters of credit to to 1/7/80 Guarantee Fund. Persons present opposing the LID: Ha•ry C. , Wilson, Craig Taylor Equipment Co.; Gary Marlin; Dal Bennett, 18004 SE 147th; Sm Younker, 10816 Cornell Ave. S. . Seattle; Emilio Pierotti, 17034 SE 184th; George Williams, Olympic Pipeline. Questions by Cnuncilmembers ensued. MOVED BY STREDICKE, SECOND SHANE, CITY OF RENTON OFFICIALLY P^OTEST LID 0314 ASSESSMENT TO CITY'S PROPERTY. CARRIED. Mc,Pd by Clymer, Second Shane, delete the east side of East Valley it,,. and west side of 16th St. from the L. I.D. SUBSTITUTE MOTION By STREDICKE, GECOND SHINPOCH, REFER MATTER OF L.I.D. TO THE PUBLIC WORKS DIRECTOR FOR CONSIDERA- TION OF CLYMER'S MOP ON AND THE FOR THREE WEEKS TO JANUARY 7, ')80. CAPSILu. Time 918 p.m. Recess MOVED By SHANE, SECOND SHINPOCH, COUNCIL RECESS FOR 10 MINUTES. CARRIED. Council reconvened at 9:52 p.m. Roll Call : All Members present as previously shown, MOVED BY PERRY, SECOND SHANE, SUSPEND RULES AND ADVANCE TO AGENDA ITEM Il.a. AT THIS TIME. CARRIED. Earlington 41ll Letter from Plam,ing Director Ericksen reported completion of Comprehensive review by the Plann;ay Commission of request for Comprehensive Plan Plan amendment to the Earlington Hill (CP-904-79) area for Appeal for expansion of low density multi-family designation. The letter One Block Area explalned slt property owners in the area have requested an amendment of the Comprehensive Plan to designate the block bounded by SW Langston Rd. , Stevens SW, SW )rd P1, and Earling- ton Ave, SW to A ;a density designation for multi-family. The letter notes existing land use designations Indicate portions of the block as low density multi-family as transl- tlon from the medium density multi-family designation located parallel to SW Sunset Blvd, and that the Commission feels area shoula denote single family area and noted reasons. Letter from Proponat (Lloyd Atwood) registered appeal of the recommendation. Motion setting a Public hearing was withdrawn when City Attorney noted no legal requirement and no publication requirement. Persons present speaking In favor of appeal : Bob Losey, 808 SW 4th P1.; Charles Tavl,- 156 Thomas Ave. SW. Present opposing multl-family: George Bryant, 718 Stevens Ave. SW. Continued Clark Teegorden, 264 Seneca P1. SW, former Planning Commission Member expressed belief Council should hold public hearing so that proper notification would be made. MOVED BY PERRY, SECOND STREDICKE, COUNCIL HOLD PUBLIC HEARING JANUARY 14, 1980 ON APPEAL OF PLANNING COMMISSION DECISION OF COMPREHENSIVE PLAN. CARRIED. PUBLIC MEETING This being the date set and proper notices having been pub- wells Ave. fished and posted, Mayor Oelsurentl opened public meeting for Bridge presentation of preliminary design of Wells Ave, Bridge ►loiacement replacement by Entfanco, Engineers. Detailed scale model of the bridge was displayed. John Bannon, Engineer, explained the project consisting of single span bridge with 40-ft roadway and five-foot wolkways on each side, modified apPrtvch using portion of Jones Park and rethannelieati0n Of inter►ottipn of wells Ave, S. and S. Riverside Dr. Bannon explalned the structure would provide maxlmum clearance to the Cedar River Troll System an 100•vesr flood loyal with minlmwm Increase In roadway profile. Parsons present making inquiries; Vorsle Vaupel, 221 Wells N„ noted change In previously distributed plan; Clark Teegarden asked ralllnq placement to permit view of river; Parks Director Weblev noted Park Board would review at next meeting. The Engineer noted safety requirements. MOVED IV SHINPOCH, SECOND SHANE, TABLE MATTER UNTIL PARK BOARD REPORT RECEIVED, CARRIED. r RENTON till COUNCIL Regular Meeting November 5� 1975 Municipal building Monday, V OO P,K. Council Chambers M I N U T E S CALL TO ORDER Mayor Charles J. Delaurenti led the Pledge of Allegiance to the flog and called the meeting to order. ROIL CALL OF 6ARBAR4 Y, SHINPOCH, Couneil President, CMARLES F. SHANE, COUNCIL THOMAS W. TKINM, EAAL CLYMER, GEORGE J. PERRY. MARGARET PROCTOR, RICHARD M. STPEOICKF. CITY OrFICIALS C. 1. CEL44RENTI , Mayor• JWtN MARSHALL, Finance Director; IN ATTENDANCE LAWRENCE WARREN, City Arney; DEL rEAD, City Clark; CORDON Y. ERICKSEN, Planning Director WARREN GONNASON, Public Works Director; MICHAEL PARNESS, Adminlstra.iva Assistant; JOHN BUFF, Police Department; RICHARD GEISSLER, fire Chief; JOHN WEbLEY, Park• and Recreation Director, PRESS 0EG ANDERSON, Renton Daily Aeuad Chronicle MINUTE APPROVAL MOVED by SHINPOCH, SECOND STAEDICKE, APPROVE MINUTES OF OC�OSJR 22, 1979, CARRIED, SPECIAL Renton Municipal Arty Commission Chairperson Peggy Ilebarth PRESENTATION introduced Artist Richard Bever who presented model of sculpture Municipal A•ta to be presented to the Cit: br the Renton Rotary Club. Me, Beyer Richard R, ,e displayed model of two wolves Coming around a large rock ,;hich Sculpture also includes has Indian baskets from the tale of Indian woman Life Size Bronze going to pick berries, not heeding cautionary advice of one and Wolvee L Baskets subsequently all but in* one were eaten by wolves, Mr beynr for Cedar River explained his thinking that small towns in our State have the Trail System at tapacity through government and Public meetings to take good Cedar River advice In troubled twos. One of Mr, Beyer'% artistic Achieve- Terrace meats noted was the sculpture "Waiting for the !nterurban" located in Seattle's Fremont District, MOVED By STREDICLE, SECOND SHIN►OCH, ACCEPT THE DESIGN OF SCULPTURE. CARR,EO. PUBLIC HEARING This being the date set and proper notices having bee! mailed, LID e314 posted and published according to law, Mayor Delaure,n; opened Area of East the public hearing to consider Local Improvement District 0314 Valley Hwy to located in area of East Valley Hwy, and SW 16th St., from SR 167 Lind SW ramp to Lind Ave, SW, including water, sewer, streets, lighting, Water/Sewer sidewalks and apoertunancrs, Preliminary Aksessmanl Roll in the Str"ts/Sidewalks amount of 38 92 Letters of protest were reported from David 0. Ja nson llton A Johnson of Dave and Swede's Service, 204 SW 16th St.; Paul S. Chlado for valley Office And Industrial Park, Inc., $00 SW 26th St,; Rebecca Bogard, law firm for brnadacres, Inc. owners of loagocres; Olympic Pipe Line to., Box. 236; Kohl Excavating, Inc., 3330 (.Valley Ad, ; James L. Hawk, 224)5 SE 286th, Kent; J,E, Morrison, 2432 Maple Sw; Donald O. AIIIson,600 S. Kenyon St.; John W. Powers and Francis J. Powers, Jr Gary Merlin Construct* Co. , 9125 10th S Seattle; City of Renton Park Director John Mobley; Norman M, Allenbach, Northwest Oral Surgery Assoc,, Seattle; Menry C. Nardebeck, 22901 SW 292nd P1., Kent; South End Auto wrecking, %.A, Pagnuson, )400 E.Valley Ad. ; white Construction Co., Emilio ►lerotti, Box 245; W11s0n and Reardon for Craig Taylor Equipment Co,; Roger Gavin, Continued letter from Public Works Diractor Gonnason reported protests at 5:00 p,m, 11/S/79 stand at SS.Nt of total asteseeent roll. The letter explained meeting with all property owners i IMI wee wall attended with objection due to h;gh cost of proposed Improvements and methodology for spreading of assessment was qulstloned. The letter noted scope of project could be modified to reduce cost and some adjustments could be made; and recommended continwtion Of the blaring to 1200179 to ,modify scope of project and asess- menl roil. r Renton City Council 11/5/79 Page 2 PUBLIC NEARING - Continued LID 0)14 Richard Kennedy, Seattle Northwest Securities, explained the East Valley to necessary LID Guarantee Fund; noted present outstanding LID bonds Lind SW of $1.700,000 with $64,000 Guarantee fund; and recommended the Street and City maintain $1 in Guarantee fund or $450,000 for the $9,000,000 Utilities amount. Kennedy explained means by which the City would establish the fund by raising the tax levy from $3.20 to statutory limit of $1.60 01 including in budget S1 Of the outstanding obligation each year un,ll desired level reached. Kennedy explained an alternative to Guarantst Fend by matkating bones and obtolnlyd escrowed ca h agreements at I(il of honds provided M bar'It•" properly o.wers. The Council made inquiries rue Inca st ano w.re advised by 'annoy that present issue rate would i» 8i1 and the astesalente i1 higher that current borrowing rate Is 16%; that a city's LID market is unlimited provided sufficient collateral Is provided and doesn't figure in the overall taxiny indebtedness. ►ersons present registering protests: Sam Younkers, East Valley Roadi Chris Palter, Redondo; Roger Gavin; Becky Bogard for s^oad- acres; Ron Allison, $00 S. Kenyon; Emilio ►lerotti, 17014 SE 184thi Henry Mardebsck, SW 16th; Harry Williams of Craig Taylor. Public Works Director Gonnason explained there are 16 protests from 81 participants and the city Is pvohlbited from proceeding It protest exceeds 60% of total cost. um order to calculate the additional protest recetved (Younkers and Palter), it was MOVED by STREOICKE, SECOND SHAME, COUNCIL ACCESS FOR 10 MINUTES. CAW ED. Time: 9'00 p.m. Council reconvened at 9:10 p.m. Roll Calf All present. Public Works Director Gonnason reported S7.681 protest and emplalnsd that if the CounCll protests for the City's property then protest would exceed the 60% limit. GdnMspn noted city's $356.000 Includes co,istruction of SW 27th St. and the utilities adjacent to Wetlands area. Moved by Shane, SeronJ Stredickt, City protest LID ♦114, SUBSTITUTE NOTION BY SMINPOCN, Nearing Continued SECOND CLYMER, CONTINUE HEARING TO DECEMBCA 10. 1979 TO SUS' to 12/10/79 STANTIALLY REDUCE THE L. I.D. PROJECT. ROIL CALL $-AYES! SHINPOCn, SHAME, TRIMM, CLYMER, PROCTOR; 2-1,10; PERRY, STREDICKE. MOTION CARRIED, Hearing Continued to IWO/79. Gonnason noted pre-hearing meeting% with property owners would be held. Councilman Perry asked for presentation In order to explain and justify costs to City. AUDIENCE COMMENT William Clark, 11112 SE 71rd P1.. recalled his visit to Council Trucking Busi mass meeting on 10/6/79 and complaint of illegal trucking business Residential Area operating within the City limits In A-1 residential area which had been given six montls to suspend oparotlons; complaining that the time period had ended 9/26/79 and no action taken. Mr. Clark further recalled that at the 10/6 meeting he was advised that Attorney would handle the matter and he would be advised. Mr. Clark further complained that he has not been advised and that the trucking business still operating and that they hew now, applied for temporary permit to continue business. following alscussion, Mr. Clark explained that sale of property In the arts Is dependent upon the business Ming removed ham residential arts. City Attorney Warren advised that a rogue►t for permit had been received, that It was more expedient to M heard by the Maaring Examiner than Municipal Court or King County Court. Continued Jerry $letter, $032 lake Washington 1ivd, it., "Eireased his dissatisfaction with Handling of removal of 6rpNils trucking operation from a residential neighborhood, asking onforcementi recalling hit request of 1179 and Gonnason's letter of )/26779 ordering removal of business,by 9/36/71, 01scu►sion ensued end Council xemMrs requested enforcement Of City Code and Council directives. . MOVED BY PERRY, BBCOMO CLYMER, SUSPEND RULES AND READ AGENDA ill" 9,0, baciiwbe of Interested persons present in audience. CAAAItO. e * o , ..,... crn Nu �, E _�....-. . . .\.V, 1,,04, "Jul .er u+ .,1 nHn Nr1. ..H. .,. nqn 2 ln..n .nl,w. Ie. KMtl,n N.• Vlen�n tl• .AIs+ lnryn .H•ra np... I1b. amlk" JONEB Novwftr 9, 1979 Mr. Warren Gonnason, Director Department Public Works City of Renton 20C Mili Avenue South Renton, Washington WSS Subject: LiD 314 tear Warren; In accordance with the Instruction% of the City Council and our meeting on Noveftor 7, 1919, we are proceeding to reduce the scope and associated cost Of LID 314 to a level which will be acceptable to the property ovm..irs. We will also examine other assessment methods to attempt distribute the project cons more in line with the benefit%. The scope of the pro!ett has been reduced by: 1. Deleting all sidewalk. 2. Deleting the traffic signals proposed for the Intersection of 16th and lfnd, 27th and Lind, and East Valley Road and .7th, d, Deleting street lighting. 4. Deleting the portion of Southwest 27th Street proposed to be constructed west of the Valley Perk Way including the proposed water and sewer lines on this street, S, Deleting 19th Street from the East Valley Road to Lind Avenue, including the proposed sewer, 6. Deleting the proposed %ewer between Raymond Avenue and the Metro line, 7. Reducing the width of Southwest 27th Street to forty-four feet curb to turb with transitions to fifty-six feet at the Intersections At Lind Avenue and the proposed Valley Parkway, S. Redesigning the pavement structural %action to reduce the paving cost by 52.30 per square yard. fwwvtx) 1 _' IS i� Mr. Warren Gonnason City of Renton NOvoiber 9, 1979 Page Two Subject: LID 114 Ne pnao+e t' nsabxl. :. the assessmMtt on the fotlowi'o n• .. 1. Sewer and water assessments will be Calculated in the manner pre- viously used I.e, tons and termini. T. We propose that the %treat assetsment be proken into two components, a tout access benefit and arterial benefit. The Incat access ben• `it wilt by calculated on the basis that a thirtysix foot wide street will be the basic street constructed in the LiD end that abutting property owners will be assessed for the cost aesociated with buildinq A tr:rty-six foot wide street on a toned front foot basic, with the r•s sexent tone being six hundred faet. The arterial benefit will be assessed by distributing the cost of street width greater than thirty- six feet Over the entire LiD on a square foot basis. 3, We Propose to establish a drainage benefit, we will assume that all vropertles within the LID will ,enefit equally from the drainage Improvaareht and therefore the total r it of these improvements will be assessed equally throughout the Lt on a souara foot basis. At the time Of our proposed meeting on November 13th we will have completed a Cost estlmate and an approximate assessment rnil, and will oe able to discuss the dollar reductions brought out by t.,ese changes. Very truly yours, JWS ASSOCIATES, tNC. �! �c101v Edwin J. Rudloff, P.E. Project Manager E^ac Reference letter from Del Bennett dated Ieceeiber 1?, I"I 1. Why did the City not choose to do the design with their owl staff% (The amount paid to Jur,es and Assoc. . Inc. would have supported the Public Works Design Staff for about 1 1/2 years.) There are norwally two possible reasons for hiring a consulting engineer or architect - scheduled in-house staff work Items for project time period precluding allocation of design personnel to a given project. tied for particular engineering expertise which Is not available within City. In the use of I10 314 in 197q, the existing and anticipated work ichodule for the Cnyineerin4 r,ivision required that this major-sire project be handle in a consultant basis. (The 0eotechniul soils-testing work would, in any eve.,,, have bean performed by a consultant.) Y. How was Jones and Associates selected for this project? The City has a very specific and regulated procedure for hiring outside firms for the furnlihing of professional services (ref. Resolution No, :idti). This procedure was followed Insofar as the Selection Committee process was con,ermed. However, the decision to proceed with employment of a consultant befo+'e arranging the necessary bu'get appropriation was not in accordance with the procedure. 3. What was the bast% for the negotiated he? The consultant fee negotiation% were handled by the previous Public Works rtrector, Refarenu is made in the letter to the "suggested median fee as recom r-ted in ASCE Manual No, 0 for professional engineering services as a percantayw r net construction cost". There are (2) fee curves in the manual ;copses attached for your inform tinn); ury A - for projects of a1tQ/!-ivrM co"laxity, quLv,. ll - fur projects of eve, ram camploxity, The manual also provldes an explanation of the types of projects applicable to each curve (pages 30 and 31 - copies attached). Item (9) under Curve A (the ebove•ainfrage cox,.lexity project curve) covers -• "Hi ghways and ban rpan +r4erIa1 st�rq,ets". East a A, a neaa ons0 ucti 14) is as�CollTiicTo'r 7711r era e. , a��urva 11"pro3ec"�" On Curve a, a net construction cost project of $S,126,370 • which was the original estimate - would equate to LID 414 Page 2 approximately 6._4� for Basic Services, the negotiated Jones 6 Associate; toe for LiC 114 Pas c rvices is 6 %. Pay* 30 of the manual (attached) explains that the Curves A A B may be an appropriate basis for initiating fee discussions but obviously tompensation nay vary above or below the curve. We do not understand the statement an Page 2 of Mr. Bennett's letter ref, a Manual No. 45 median fee (from Curve B) of 4.6% for projects that cost to excess of S3.000,000. The Curve (on manual page 31) would appear to show that a 4.8% fee applies to a 122L000.000 construction cost. The cited too ran:lo figure of $246.000 (0 4.8%) for cam toted design of LID 314 would also not be correct Avon if 4.P :as a valid f ilui ure, sine* the percMtage fee from the curve tovors Only B�a ti_e $Sa�rvtc_e��s and not the complete design prot*ss; I.e„ fees fo Right of Nay Resolution. ST," 5urvoys, truss Section And Topo- graphy, Geolechnital Investigation and Analysis, Reimburseabl* Expenses and rela- ted Preliminary Assessment Roll and Map Preparation would not have been coveraJ, 4. Now was the project monitored to date and why is the fee so moth more than originally anticipated' a) Monitoring of the consultant project is a continuing process during the life of the contract. it involves discussions, meetings, exchanges of data, reviews eq of work, etc. as ruirad, with periodic progress report submittals. b) The estimated construction cost is no longer approximately 55,000.000 (whi(h was the preliminary estimate). It was approximately 57,000,000 as evidenced by the first version of the Preliminary Assessment Roll. The scope of the project has (:hanged %into the preliminary estimate was prepared and again since the P,,oliminary Asses nt Roil was originally presented, The project has been adjusted and reduced so that the second version of the Preliminary Assessment Roil Will rOIAte to a construction cost of approximately 16,000,000. c) Since the preliminary estimate, several items have been added to the project and others have been re-designed or have been accomplished twice (as was the Preliminary Assessment Roll): sanitary sewer, inc. lift station; drainage, Intl, west side channel; signals; Illumination. If all items listed in the consultant agreement schedule of fees are considered, the total fee amounts would change - from the $175,174 figure based on the preliminary S5,126,370 construction cost to about $1.000.000 based on the adjus- ted $6.000.000 (approx.) adjusted construction cost, combined wi h allowances for new and redesign item%. NOTE: We obviously recognise the high cost of doing busintss with Any tonsult4nt or archlt*ct, and it is our intention to try to limit consultant usage for constructien staking and construction engineering end Final Assessment Roll Phases (which are "optional" anyway) by a%signing City surveyors, ongineerinq technicians and Inspectort to the project. S. Exactlywhat has been accomplished and what is the current status of design wOrkt Tot Plans and Sp*ciflcatians for the project ere in fact completed and will be reprodut:*d in quantity for the bid document packages as soon as the City i / yr. 1i 3T 662.G2 Z P a jF $Z4c,,�37, 7D LUS $Moot LID 314 pay* J finalizes Its action on Wight of May (i.e. Wetlands Acquisition) The preliminary Assessment Roll was completed on than was re-computed to agree with the revs sad (down,graded) scope and cost of the Gr'oject. n. What is the actual value of the work done to date on the basis of commonly 7. accepted engineering fee structures? What options does the City have to recover unsubstantiated fees? The preparation of consultant invoices is the end result of recorded manhour, equipment, computer and sub-consultant expenses, etc. duringy the billing time period involved, applying the contractual rates and .multipliers par the agree- ment and any subsequent authorizations to accompllsf re-designs, etc. It the City established that payment had been made or fee claims which were unsubstantiated then the consultant would be billed for *he amount of the over. puywent. Such an action would, of cou-se, only be taken if the City held very specific proof of the irregularity and upon advice from the City Attorney. Any resulting dispute would obviously be referred to the administration, council and City Attorney, 8. What can be done to salvage the project in a mrnner favorable to LID participant!! a) Use City forces as indicated for most of remaining "design" or "engineering" tasks. b) Did project with selected "Deductive Alternate" items to provide maximum flexibility in reacting to bid prices. DMFiiti'bSll#iA!![/{filW wpLAYa11MR3 'w3Y J Y SY IOLJAiii A 11DJ lIOf4lflliWlU!'l3Of'IK Y� $ �lga+�t<�11{Yr101} lrlY3Nf)J wr16'�Y zv.w__ _ z •)l R�T!!/%7 iL711133.]/iMlKb MtIf1K41i/Rl)IGKRi�1"r i�>L`iJ- 1 oil V1it{i�fr a wn MfabO rej :a xi wa.r.i'/e waeYe Y! - s * so of see we !B! - t se to !q ton i till — oil I �i — ` to niptt rsc mageorm wr a!nlwa M9 omarv„ avers rr t►s emews res I �� " t ll av two awawt f woaos wr ruts ._. . _. ____. - trot aolant S of .wl-I t, toll wrema its -- „ vwnra....... .. "sn� ovsrawtt.»+oJ ll%-A 1 W%41%GN'FRIW a Isad.atrta: bwAbrPa +sreioraw pra/n. serRrrs. ad..waparatlr -maser, ON"mob dw aPPeap far a 4'R wrrst.rts. wy van aS.V or Poll rs cartes Jw.. es Fop 1 � 2. b MaNrs atd.Aet Yrr(t.fea Of:oartrwsu:deaga w Fie srrrra Wes,wish ba-c bm darwsad w Off(*Fe ( S,"k.Acrftow foci dttt. ward A RmP-a.s •ads Ab cr.e+ asa P,w apPropnse limo fi,m,mum Amwsm.a t. Prds and sl" •ta,, it A+d s-atF �tAwsM be Ar(owesud b/ rtprtsssa. f Cammuma ul kreas 6a d.sYk cad rw+rai rack. 4tadrd As<wrc.aa nt ON woow of 4rfarct and abr okm l of 1 c wo dams. err e/vwwow" b Sera a.d.sln F.nads 1 Um-a.+t. Tire=mono affeeJ eoaF +aser.dY For lit bare xns SNOW"w t Sung Farm and drag: te.if Tie M.rta#an w sloe IawAa-w Sew.a 11. say add trb I Saarary Ferro-24 w am IWW Fe At I'll 11POO tw.CRrl d At FMW Tbrs MMW'A fet"t'Yt a raver Jwnbv. bes id w a.J Un w. 6rwsid mom hroah b) tie Cb.es.w by the Coddles[Erg+.at. I {rnFuso.ratio.ew R^ �pt PawP OAwW tied ..fbt b.d day<ra Mom a mW&Ipiw Fm*POW FnYFeti m Anparu nttpl a clusdsed Sw Com A. s.aFMtpke'gees from 2 0 w Tf).=asp fw ieid salt(aydyd fte At ♦Panes d nit aaagmar, rbr Aa mmotvitr day be ar Is. u 110 The cwsn w tip t sad 2 repr"ew memo=ca"Ptoaaw.a Fr Fiore am as AMIWy toss fro pond wnm m reFwba"d at rota oas pb. d Ow bona ,er. dw nbcd w SwT 1{ For Fie pwrPmW d o a l a.iu/it werb"d sa ba.dkv d f"w 10%to 15% c,�yraP cb.rps car rbat bran bare Fern Ar foberup r*"*P ''A w Caa A w Fit n rsdad w apply u•allmsa ae e' s d.M Ae 1d- arocalted apply w a'en$loran ant ."am npad MROPIO a a 4apam ova ca vown wrwwff f-11PIM. Prchwman Pine -sp w 40S of bout ao.mperutw. FYwo,rases r our.ad sWumnW net Frtwwta platys. DtmV►haw OP w WS of bass cu`&P s w e MtaAsw+lt3 aft aspnrane w ss wMer.:s cowpbes:ed. f.strtrFKFsoa Piave tip w 1f14 d our nsmpeasauoa J ►ok ad.floe bail`Itp- e tow,pWa. Foe eult.palate pbs.the ptrtenAv cbmv rr.w tot 1a I F gar" f LOW hr w c.ngheaaad raft do" I or 21 a ...Msahk w tit;..srwtw.ont d the sorb arabmued bs the s mot-aw ow alb..and"babas awmi testes, Cl. es iW Piave. Once Fir P,,,*W car cacti of de tbtw piano b Gn- (:w./y dam- IP(dwra" Fbase- Daga Pins, and C.a1lr.ctwF nowt bm ben ( no-ay ad to""Fonda. ftd upon ..b for Cbew. boA the Permup sd Aa 'age d Fbe /w.aPmf ew.ara. pP.uc +ha.W bt drady WAW a m Foe assa 19 it sboFJd tit fdtr- It leco"Wes stood that e.6 d Ibeat cots 'P.." pcRceWw br the Ptairwp 1 Eahe wwsrpwp sad tdad Berm. pk, Dag.Rasa s.d Cawrwtw.Piaw sty to bt mud a a ouiiOW o Sassay carer Men w w"24 w w duwwn: w 1.aPPked u Ae awP,cad tsar.Ise crrww m Fpm 1 w 2 Fes esci .. caws dsnsbws.o.bees order IJ w s dooxmw +ep. .Peas d.+r d pet«asw fwnbnpba In At.a be rod frees dw . C..O6 a w rnnwow a.J sue"mr--a fac"r6 onto IS-PFI-:-W u Fbe ceray.dw.ant W Fla panrdw pbae Fw P Fea.ddwm nam*, the rrrb .wd.tared br pssd.ar>n desg..- be penes+teas J Law ayes+a-*j ad dAa amcd w CFmrc P t►a rvd Fir t awbe for ,dnge sad comtrueso. r Adieus w w ncmer.cuo.d Perfots Cass R w Fit 2 a Plead""M* u bra caft*" awgadws of The pererwye turps km Pit c.no net n"mwh APO—tilt Fie bMag atr ouepws rnatrettsas wearad vet r%.*sew w Jugs' and<ow darraw,. art to bt pmrued.w.serf d cmat(-du of e.asl•wntar prrw i.rFr.00" s dAtYitra. aRHI sJs LM✓wrrrt and araiw arr..trn Terra.•PF.rar s. Panu1 pas mess Mr(be vebm.tw, and da-V phases asrabs uc aaJe 0awr.ar.0 Vlka "D 314 December it, 1901 Page -J. I gal that the City of Renton should immediately suspend the project and in_tiate an investigation tf the exorbitant fees that have been expended for it to Iatc_. It appoom to me that An immense mistake has Leon made, and, as the matter now stands, the participants in 4ID 31" Are the people expected to pay for it. The primary itama that I teal an investigation should cover would include the following: .. Why ilu the City not 0hoose to do the design with their own staff, (The amount paid to Jonas and Aosociatoa. Inc, would have supported the Public Yorks Departmen, Design Staff for about III years.) .. Nor was Jones and Associates selortod for this project? 3, what was the basis for the ne%,tiated tee' w, Now was the project mmnitorad to data AN why is the fee so much mora than originally anticipated' 5. Exactly What has ban accomplithed and what is the ,urront Status of degiAn wo"1 b, What Is the actusl value of the work door to date on the basis of commoaly ascapted engineering fee atr•cturas7 What options dada the City have to recover uosubstehtiatod toes, 14. What can be dot» to solvago the project: In a manner favoraLle to LTG rarticipants^ [ will apprnclate An early response to the issues I have raised. I believe that many of the other participanto in LID 314 feel As I do an,t I a suvo they will be as interested as t Am In your 31m�ereY� 0421 - lath Ave, 4A:- Kenton, WA 960-5 Lnc losure cu. All LIf 314 participants CIF RFM A z THE CITY OF RENTON J MUCNCIC�IPAL etMLDINO Too IAILL AVE E0 MINION,W"K eeoio BARBARA Y SMINPOCH, MAYOR a ,AP MEMORANDUM 10: Dick Houghton DATE: December 29, 1981 FMOM: Mayor Shinpoch Dear pick: Council minutes of December list contain a sumnwry of Del Bennett's Inter on L.I.D. 314 which was referred to Way% and Means for response. Dal Mead will have a copy of the entire correspondence, and you should prubably be prepared to assist the new Mays and Means Coenittee Chal,man In Issuing a reply. W flarbara Y, h nppc yar DYS:hh December 17, I9b1 Honorable Mayor Members of the City Council city of Renton 200 Mill Avenue S. Renton, NA 9805S Ladies and Gentlemen: The purpose of this letter Is to call your atrantinn tt+ an extremely serious situation concerning LID 314. As you will recall. T spoke about this matter before the City Council on October 2a, 1981 and my comments hervin will expand and elaborate further upon the issues as I see them. LID 314 is Intended to pruvida roadwav and utility improvements in an area bounds: by 5W 18th Street .,n the north, the Fast Valley Highway on the east, Raymond Avenue on the west, and SW 41st Street on the south. Approxlma Lely 60-4 of the roadway improvements will provide moderate widening on An oaisting roadway (East `!allev Road/SW 18th Street) with no significant changes in alignment or grade. I am a part nwnar of a tract of land situated on the west side of Lind Avenue SW tenediAtely south o: SW 19th Street, a non-exl.+tent street. Our property tionts upon Lind Avenue SW and our property "a included in a vacant LIc to Improve roadways and utilities that serve our site. LID 114 will nit provide any utilities that will directly hanaftt our site and the wanly roadway &butting our site that will be improved is SW 19th Street between Lind Avenue SW end Raymond Avenue 5W and w Saw no substantiate: need for that portion of the Improvement. My primary bunin►ss activity for the past several years has centered about the development of land for residential purposes. My firm has Installed and completed a significant amount of roadway aed utility Improvements. ! feel this experience plus my many years of murir.lt*al mark provides me with a viewpoint to assess the approximate value of the work to ba undertaken as well as the reasonable value of the design work. The City of Renton has an agreement with Jones Associates, Inc, for the purpose of crovidtng "professional services In conjunction with the EAST VALLEY ROAD, at al LGCAL IMPROVEMENT DISTRICT fully described in Exhibit "A" attached and the accompanying project description." The contract specifies certain work to be occomplish.d which Is divided Into categories of "basic services" and "other services". The schedule of fees for the design services for the project is attached hereto for your reference. LID 314 December 17, 1961 Page -2- An analysis of the fee schedu.e shows that the various servirss to im rendered by ,)ones and Associates. Inc, will be ermputed ae follows: i, Right-of-way resolution, design services, crosa-sectIons. topo- graphy, basic services, construction staking, construction engineering shall be tr,51 of the construction cost, ueotechnleal investigation and analysis, preparation of preliminary assessment roll and map. ami the final asseasmeat roll shall cost a maximum of S84,850. The construction cost is defined in the agreement to be based upon An oagineering final estimate and does not Include taxes, financing, or design fees. The project was estimated to cost 35,128,170 at the time the agreement was executed. The design fees based on that estimate and assuming maximum allowable expenditure on the items under 2. above would be $775,174. The original estimate did not include a sewage lift station, illumination, or the traffic signal at the intersection of Lind Avenue SN and SW lfth went, all of which are now part of the project, These items have presumably caused additional expenses in design .fees. Jones and Associates, Inc, has tendered invoices and been iaid >y the City of Renton in the amount of 360,000 through .tune of 001- The City has received additional invoices since tuns which so far remain unpaid. The ::Ity does not vat, to my knowledge, have a completed set of plane or proj, t specifications. It is difficult for me to say with any certainty what services ha"e been rendered for the expenses that have accumulated to date. It is obvious however, that !one& and Associates, Inc, is in a position to charce the City of Renton for substantially more woney if the pro{+.:t •a;,ve" tt' con_•ructlon stage. The agreement rrov Lded for a fixed ter ?f of construction uost. for construrtion staking and a maximum tee of Is far construction eng.insering. The.:* ?tens alone could cost in tie rdnae of St00,0)0 on the basis of the original estimate plus the additional coats of the lift station, illumination, and signal system. The final aasesgetent roll will add further to the total. It appears that the total feee for engineering for L.ID 31u rould be in the range of one Million Dollars. '.his is a significant amount of money to be spent foor�a--des gn o aoy public works undertaking and is partic- ularly so in the case of this Project. Please bear in mind that most of this project involves the reconstruction of an existing roadwav, There are no topographical mysteries In the project area and there are few existing improvements to contend with- In short, the project is extr wooly simple. It is not ;ossibia for me to state with certainty what should be a fair foe for the engineering services for LID liw. It should be noted however, that the suggested median fee as recommended in A`iCr Manual No. 45 for professional engineering services as a percentage of net construction cost would be a maximum of 4,165 for projacts of ordinary complexity that cost in excess of S5 million dollars. This would indicate a fee in the range of tiu8,000 for completed design for LIP 014. ` LID 314 December 17, 1491 Rage -3- 1 feel that the City of Renton a' I isenodiatolY suspend the project and Initiate an investigation of the erae-bitant fees that have peen expended for it to data. It appears to me that an immense mistake has been *ads, and, as the matter now stand%, the participants In LID 114 are the people expected to pay for It. The primary items that I fool an investigation should cover would Include the following! 1. wh^ did the City not choose to do the design with their own staff? (Tha amount paid to toner and Associates. Inc. would have supported the Public Yorks Department oeotgn Staff for shout 1y vsar%.) t. How was Jones and Asswi+tos selected for this wro+act' 3. What was the balls for the nagotlatad feat 4. mow was the pro'ect monitored to data And why is the fee to much mor4 than originally anticipated? 5. Exa.,tly what has teen Aecoaplishod and what It the current mratu% of demicn work? 6. what 2.3 the act,:al value wt the work done to date on the basis of xa^ craN ac.e-tsd englneerinq fat structures' ?, gnat %%funs does the city have to rerovor unsutatantiatod foes? o, what can be dons to salvage the project in a -armor favo"t10 to Lii t,xrR{cipsnt s" will appr ez fare an ear:Y response to 'he issues I hart rAL4ed, t,al'.ave tL,a, -zany of the other partic(pants to LO 114 *.eel a- I .to and =:ro will. hp %t intorested as 1 an in your rr:-ly. yl, EXM:B:T 46" SCHEDULE OF FEES F, nt-of•Way ;esol6,t10n. Design Surveys. Cross-Sections and Topography Fixes Fee of 2.5: of Construction Cost 2. :eotecnnical :r.VtStiyation and Analysis Tina and E.pense With an KC0 of $19,500 3. Serv:Ces in preparation and ;wb'icat+on rel+tin9 to hearing on fortr.+tian of preltainary assessment roll and preliminary assessment rap. Tim and Expense Witn an X.3 a, "SIC SarviCea f Fixed Pit t` 6.:. Cf Corstr,,,,:r' a. C'at'-•c ,..'..C" a" . cc _ es:;�.-... �wr (0'"-S:'L' �"CL-`2:` . ?ee. to GJ' C' zW4 S:to Vls'ts. final 1rs;tct:Or, aC.•d J"O•eCt W;Ilet` t,On rt;•ar J" tress Di.l7rj{ ,,.,; Co W. Of Bas'c •`et. 'co. R o% ..pe<s0 Witt an I'..� of a'. of COnstr6Ct14'i Cost 1. T•'r 4n0 Ex�dnae With or Zt:; of 54,:00 Car;:^�ctio- ,r.>t %v Das.� x+" er•r,'.retrirg final esitrate and does not in,;,utle kav'ngtcn S7:at SaleS Tex, tinznCinn "sts or Design Fees. Pfiliminary Con. strWction cost ost•mate is 55,126,37b according to Exhio}t "E". JOKES ryl}. Iwvtlater 36, SVai M-. Can ►wnagnal: L ity of Renton 200 Mill Avenue South Renton, WA 9KM Wegarairs: East Valley lioao ..;,D, - Lfslgll Mc•blf xmt lies Dear Dbn: t Nwto like to Clarity our telephone ^bhttrsaticr, 0 Iris uatt. 14v III" irtA titee to us that you wewla like tlr e„ 1anyiny to 40C-watt luminaries in the K6o tot rift 2}tMwatt lietinariet iulr.iOlit ty thr c,i.G, t011`4001' deleteo from the Sp tit iGat tuns and plops fir tin prr,'tct. Ynu t.plalnr� Oat once the PKMwott syttew 11 in am rpflalt'c it. trr l.l.r., 'tuur tit, CrewS will then reawwe the i}tt-watt iwnrr,aites „ tat^'ngt. thCSt lurainorteS with the 400-watt lunlnari"S rtlwnlMl . Vkt. vlfutt" ui I1G3 tv make, any Chougi5 In bur uQ%ity, of tht illulufuat 11C Systtat Lecautt, altimatel , thr SyStM' will 1-t inttalltt a u'+ 'INiUlrt a %'it.lu tot tritr- rio estaa�isheU fcr 0eS19n. We mllI Cat maar afy ma:C1i 11.mt1U6s 11 lilt Corp return radius fdt the in"tWEtIt I t=f ..k. ittt. at tailut AV,riuc S.W. Spaulu yuu romilm w+suttesstai All CLUMI❑y ..011041 riunt.ot•wvi At acto"liyh the raclluc at Grsipnvil, wt w111 audit ttt: fault's As ?S tntt in the field. I think this Clarifies, uur telepnono C4rv{tr sat tt+t. i wuu it St 111 11" 1� 4et together with yuu soon ono gk over some ut the.other minor Is,uts it- r;aitliq hotnre we print titre pry--,ect, We need it rktsFu%s tht tui* tut : ti, pletion and arrive at a final cOKIeticn t{nra which will not b6 charYicu, t alw need to coordinate Van you and yow %fait the ctwtiont of tzar *0eititctidhk which pu alreaLy navy lift-Vrin'tro. 1 will m3kd a i'etileSt at our weetiag rtgaroin® how early coy ties of oath set ww need, wren yok feel right-of-way acid titters art COPI*tt, 9ta► sae A C411 ono let's get tporther ahtl teat care of these Athos. l would ltke to prosice the printer with tan days notite i;rrser tv tu:culplrt, w intlnt7 ar thr plars an,. spec ii tc atinnt. Very trwly your%, L.1.D. 314 Reference letter from Del Bennett dated Uecember 17, 1991 : i. Why did the City not choose to do the design with their own staff? (The amount paid to Jones and Assoc. , Inc, would have supported the Public Works Design Staff for about 1 1/2 yet'1.) There are normally two possible reasons for hiring a consulting, engineer or architect - scheduled in-,,oust staff work items for project time period precluding allocation of design personnel to a given project, . need for particular engineering expertise which 1s not available within City, in the cast of LID 314 in 1979, the existing and anticipated work schedule for the Engineering Divisi,n required that this major-site project be handled on a consultant bests. (The reotechnieal soils-testing work would, in any event, have been performed by a consultant.) 2. Now was Jones and Associates selected for this project? The City has a very specific and regulated procedure for hiring outside firms for the furnishing of professional services (ref. Resolution No. 2186). This procedure was followed insofar as the Selection Committee process was concerned. However, the decision to proceed with employment Of a consultant before arranging the necessary budget appropriation was not in accordance with the procedure, t. What was Y„e basis for the negotiated fee? The consultant fee negotiations were handled by the previous Public Works Director. Reference 1s made In the letter to the "suggested median fee is recommended in ASCE Manual No. 45 for professional engineering services as a percentage of net construction cost", There art (2) fee curves in the manual (copies attached for your infarmatian): Curvy A - for projects of above-avera21 complexity. Curve B - for projects of awrege complexity. The manual alto provides an explanation of the types of Projects applicable to each curve (p_ x 30 and 31 - copies attached). Item (9) under Curvt A (the above-average complexity project curve) covers -- "Nlgit�wa as and ur n Ino rWn r trial strut East Valley Road (LID 314) T's`a ioTlic Or�Tai; :,a urvf VV140 cy` On Curve A, a net construction cost project of SS,126,390 - which was the original estimate - would equate to Li0 314 Page 2 approximately 5.4% for Basic Services. The negotiated Junes 6 Associates fee for L10 314 8asTFUrvicas is 6�5t. Page 30 of the manual (attached) explains that the Curves A 6 8 may be an supropriate basis for initiating fee discussions but obviously compensation may vary above or below the curve. Me do not understand the statement on Page 2 of Mr. Sennett's letter ref, a Manual No. 45 median fee (from Curve 8) of 4.8t for projects that cost it excess of $3,000,000. The Curve (on manual page 31) would appear to show that a 4.81. fee applies to a S20i00 .,.q.00 construction cost. The cited fee range figure of $246,000 (9 4.81) for completed desi n of LID 314 would also not be correct even If 4.8s was a valid f gui -re,7nce-M percentage fee from the curve covers only Basic Cervices and not the complete design process; I.e., Fees for Right of May ReaoTulloh;�aafign Surveys, Cross Section and Topo- graphy, Geotechnital Investigation and Analysis, Reimburseable Expenses and rela- ted Preliminary Assessment: Roll and Map Preparation would not have been covered. 4. How was the project monitored to date and why is the fee so much more than originally anticipated? a) Monitoring of the consultant project is a continuing process during the life of the contract. It involves discussions, meetings, exchanges of data, reviews of work, etc, as required, with periodic progress report submittals. bw The estimated construction cost is no longer approximately $5,000,000 (which we,. the preliminary estimate). It was approximates $7.000,000 as evidenced by the first version of the Preliminary Assessment Roll. The scope of the project law changed since the preliminary estimate was f Arad and again since the Preliminary Assessment Roll was originally preven,ed. The project has been adjusted and reduced so that the second version of the Preliminary Assessment Roll will relate to a con-truction cost of approximately $6,000,000. r) Since the preliminary estimate, several items haw been added to the proje A and others have been re-designed or have been accomplished twice (as we% the Preliminary Assessment Roll): sanitary %ewer, inc. lift stations drainage. Incl. west side cha❑nel; signals; illsm,ination, it all items listed in the consultant agreement schedule of fees are considered, the totel fee amounts could change - from the $775.174 figure based on the preliminary SS.126,370 .instruction cost, to about $1.000,000 based on the Adjus- ted S6.000,0DO (4oprox.) adjusted construction cost, combined with allowances for new and redesign items. NOTE: We obviously recognize the high cost of doing business with any consultant or Arthitect, and it is our intention to try to limit consultant usage for construction staking and construction engineering and Final Assessment Roll Phases (which are "optional" anyway) by assigning City so veyors. engineering technicians and inspectors to the project. 5, Exactly what has been accomplished and what is the current status of design work' The Plans and Specifications for the project are in fact completed and will be reproduced in quantity for the bid document packages as soon as the City LID 114 Page 3 final':es its action on Right of Way (I,e. Wetlands Acquisition) The Preliminary Assessment Roll was conpleted on then was re-computed to agree with the revised (dam-graded) scope and c.,et of the project, 6. What is the actual value of the •ark done to data on the basis of comeonly 7, eccepted engineering fee t';wres? What options does the City have to recover unsubstantiated fees? The preparation of consultant invoices is the end result of recorded manhour, equipment, computer and sub-consultant expenses, etc. during the billing time period involved, applying the contractual rates and multipliers par the agree- ment and any subsequent authorizations to accomplish re-designs, etc. if the City established that payment had been made for fee claims which were unsubstantiated then the consultant would be billed for the amount of the over- payment, Such an action would, of course, only be taken if the City held very specific proof of the irregularity and upon advice from the City Attorney, Any resulting dispute would obviously be referred to the administration, council and City Attorney. B. What can he done to salvage the project in a manner favorable to LID participants? a) Use City forces as indicated for most of remaining "design" or "engineering" tasks. b) Bid project with selected "Deductive Alternate' items to provide maximum flexibility in reacting to bid prices. ItW 1lIlf37ifW hL+,410fWkSW3�VIII Y Y SY AD SL32wW 8W{OD)OOILNUSUM DO W tm vH73LSYlDSL>4waa Vol 1M)Jti0LXwkSftDJ lID 7r-0 wat z Q.Bfi/%a AlSlaf.]I/SV 7Ddfi0fLA'W7A061M1V# 9 ' � 9H alasmn is z AkwA owl arm„a1sp,�wsDy K"ORM� al YriAf 0M11�w'/nw rrA .wwrwwwfie rp,r�w+w0 x: a s z ss se we Mf ONas of s t so t0 Sao 2e 4 r 1 - Mill I I oil! HS �� Ala 0017vo L Mormon ag ars 'ww°s ,t zsr savwet .. c. Ila 0~( - LSO Oman _ mr amws .._ . _ - - usz om'aoz tos S1r1�DQ03�J�O11lf�S,> Jy0~n., >• 11 MXJ t csx l rs.t, a tcd.tf.arw 31 » tow.I if 4 fnrd'+(flkl t. fW tor s • ladrard bpdiaps. warrtam.e' +pm ►awpan atW u" v.paM[ amt caaamkaw asren Oh.mer. ear apptyrate caut/errowcow �`sa arasoums w/ van ahwvc or below the :.net dfa.a a Fro. 1 d 2. y irrden awd adee 14two wm nl'ceedwwai tfestps. alone&sd oa O[vartos hullers.bash base huts d coined Wake forcper < Sautplr.Acrfrov,fataMrt. Wide these,metro ors dr r rpp.4umac Amem&u oa ummAw dscr'aoat a i006 aM rtreOt .ad a.Ar.t tsar Iasi uapm.awtra+dwell for dnrewrrd hr aaatwoaaaw f Cewntwosel knelt. rlood.alh awd refaar"vans. &&,umc Arisdrl A4 mmtwvw or rhr fttlf .r r"A`t i oud she esrwrtrr'ai t Srai dams, AV,.'.d rahwr."me b. Se.et aad.aw l.aweh tire'-arm Fi er wet c + abed.ohs••aadf for tie irc w.rntDm. h"d a e Searle seers utd drag. Sa ne 11 The*".A senuas Aw dereeJwd a Secea.w tt.sty aM psb nun w t. Sa veen to aM larp. traat'als In tic oral ens w ow 1011.1 the proven Fie+.. .omw trf`t Y N wn doinbeavaw,last It w aM Wp Am,f.twahod anccr Ch ccsy tar the(hews. ,, br tar(wets. If Fapswer { Irripaswo.r..'.ca.ep peutp'ad fdaac aed sawaif or the bouts 31 tdr}:aw tam a ndlapiew For silvowl'enaems. sotsro. k� nes va flout 2 0 m 3 0,sacap for bcW wan caspYosad for the m 4rrp;n'esctp a:lstftd for Ce.e A iafp.tst d the asmgmo %L he She ralloAer M" .- - M e t go- The clines A Flp I sad 2'We"'Ie aedtae Cawfpsmaln./or the three Orson "664"an cases mar specam secrrcen are sysivsd at mmumme Cost pia of the base smut dms.6d a Seneo It For the P•rPwe of pfs a'rsiwo for.a.crie/aM haa/mf .t from I"w 15% essabisa mw Charon for tame ibm bar +revert the folloums rampm d Gone C a F.0 I a own"toepplt r+isK..utea•adwb.l the Sol- Avk mvm appif� o.en canal.ar fe.rwp ate itptcd cmawepis a gwprss wds eaueswll wearM t...a..v. ►rchutwan P.s't of w d0% of berm peewaots b W a er..a+ae'SW.AM ndmurat.aoe nratswsut fazes'. DeSW ohs amp of 90%d bate lowsPesr+ew C irdoa.dstd art srututrers a are otbenrxe ca.spttaai Comtranew!Fast amp w 104 al 6aae'aapt.f+tw.t d ►mhlo acd slice hrbloP. e roamer Awutt_ For eaCk separute roes.she penzdape'Amor 11,011,the eruct tfOple f tAw sore or C'wwpltsad teas dam. 1 or 2,ts appbcMc to the caasrantae,cam'd the.ad aswbersrd w tic d. i igh.&Y'sul+win aM'ttterbo m arteral aretas. C1me we tame As Once the pcv=woo gm each of the these oba h cormift CPrrp dmasuww• tfhcFrrW1' phs Deep ►tame am [outttwcuaw pima) he boa v 1h/).aF aid rota+tosactt, ap red opoo .06 •be Clovm. bah sbe pffuwtadc acd dw Kao d 6r I paupwt Itmwww Abase should f:'Marl! 'Aid oat a the aoertarsw If sbadd be afar- ► FaomwAw Goad tow em " of Sher dfmut wpm" perrssa/n for dw pY'dmmemmf1 t. tAw oplescep+M acid Md ve.os. Pbase. Ocswp phmc acd cmmupxtao phase our w 4e.Cad ma a Wsampir a Soaraq tsar own ae A 2y all,we chooser. to be applyd to the.afar read frm the cmrva a fuller I or 2. Fw rat) o waon dmrAaaow Fret omwer Ib w ut dweanes. errand,pbasr the airepd psxusumW ttwditpbed bM the value feat lsiaut the . Campbwed.altaM+tta sad woof wrowaal facdrswt. canes a applwabk t.The'amalmi trtt uwt for that psim cal"Iris For 0 Famwdwa..v Ccample. The 0,4t aothorfad for preW"MAO df.tdtt a. he!ewer slam fi lope gore$t+ka ad top arbxvod lot total dcrga aM caettaswo r 4A& o W a reo dcmatwa of peapas Clawshed m CCole i Cweve i m IF 2 a. eadad w alsfhl to lute coww1c% Amomptms of the prrex..adr'baton frm the cones are n.rm jh aPpbcAk to eeeb .hwb she 046.09 are n OVIn bash tteporwt dnym aM '.saran do" , Are,to be Wcpred.or.1wre"toes fwi6 al COW ron+eo out tstrolvd ' h Esserfartsmamuvr.sa npiaF�w a !-f zr wrr b..tatk sous. sa awe fitaac.n o:•outsL.at ies+!» _.1.W. aaH tv lrw.f 9rtww Feud Dot nemtt Ise the pehutwn ad de W^N+'e+w.alA Are safe so .va.wa..Pe ? LID Me December 17, INI Pap .1- : tool that the City of Penton SWU14 immediately suspend the project and lnitiAts An invsgtigstion of the exorbitant fees that have been expended for it to dote, It appears to err that an isasense mistake has Men mode, and, sa the matter now stands, the , tloipants In LID 114 are the poople oxpected to pay for Lt, the primary items that I teal an investigation should covet would include the following: i. why Ito the City twt choose to do the deedgh with their own staff? (The aeount paid to Jame and Asseciatos, Inc, would have supported that Public Mwka Departtaght Design Staff for about IS years.) Mow was Jones and Associatea soiocted for this nroiect` J. Whitt wa the basis for the neptiated Pao'? w, Mow w.a the project mcnitored to date And why is the fog go much more than orlMinally enticipetoJ9 CwActev what has teon Accomplished and what is the current status of 3ve:rn w>rk7 0, What 1s the Actual valve of the Mork dofm to date on tho bast. Of <:_vmnly act:e;ted engineering fee structures? WMt aptloAS does the City haw to recover unaubstantiatsd foss, s, that Cast be don- to "Ivaco th, project In a "nnar IAvorabls to LI1� -ertlolpaot. . wiii approcisto on early responag to the issues I have rota d, hwlleve that *many of t'a other participants In LID 114 feel As 1 du and i 4, ware tl;ry well .V sat Interested as 1 an in your rtply• to^ety.y� ;, I't /� .lei lrt ll�y�^tee✓• I I„'4;. 1JNtn Ave, >-I , Aehlon, MA ieU7S Enclosure cc, All L1'. 114 participants. ✓OWES � � I,�, .,a a,,,., r9sa June 18. 1961 Department of rublic Works City of Renton ICA MITI Avenue South Renton. WA 98065 Attention: Dick Houghtok" Gent lament A meeting was held at your pffires M June 1 , 1981 to discuss the status of the East Valley Road project, LID 314. Present were Don Monoghan, bob Bray, Rank M4ttin, Jon Walton and Ed Rudloff. The Major items discussed were: 19th Strpat Dralra � We were informed that the City and the Austin-'Compaby Ayyr that thn dtsrharpe from the WSDDT box culvert would be tight lined from Its exit south along Cast Valley Road to loth Street and westerly along the north side of 19th Street to an outfail test of Lind Avenue (westerly to Raymond Avenue it 19th Street is constructed between Lind and Raymond). We were instructed t0 revise the design of this pipe to atc0MOd4te the box culvert dis- rh;:rge, plut the additional roadway and. site discharoes picked up along the route. We arc proceeding with this design revision. - signal and Illumination 11111", We submitted our latest rev I opt of the plans for r0a aYy- ulnlnaN on and the traffic Signal it 16th end Lind. These were to ba transmitted to Gary Norris for review. We do not anticipate significant ch""S to to required %into thew plans were revised to incorporate oe earlier review by Mr. Norris. 0-9 Crossingf East Valley Road; We discussed the Nay 39. 1981 litter`from the SaTIonserva on Service to the City. It Wit decided to add an additional 48-inch culvert (total of five) to aCCOMIMIdate "*Ir desires. It was also decided that we mould re-route the intarforing sanitary sewer to the east to keep it Completely but Of the culvert pipes. We will transmit design drawings at soon as POSxihie W that preliminary submittals can be made to raviewwing egen- cies. City of Renton Department of Public Works June IR, 19RI Rage Two Sewage Lift Stations 19th d Lind; R review was made of the crelimMiry- h,�fOprl� i,S ilri SLe[�On. 71vM�Mt i1R alttNt � �eltMN aa! towed M perehen' ! of the as. Don MonOghan will determine the preferred location for the con- trol unit (above or below ground). It was decided that the lift sta- tion site would not be fenced, and every effort will be made to fit the lift station into the existing landscaping. technical $wification: We submitted a draft copy of the technical SpIC1 CdtTUA for review, noting the areas yet to be com- pleted. The principal discussion centered cn being certain that deduc- tive alternates are clearly defined so that there will be no basis for claims or renegotiated unit prices in the event of a deletion. The deductive items are: illumination sidewalks and 19th Street between Lind ar.d Raymond. The City wi{1 furnish vs with the latest copies of standard forme ,lust prior to printing and binding of the contract documents Soils Entliin_ttv"ss_Report; We discussed the draft report submitted !o-'u4'Sy Convlrs—`p ��d-Day is Dixon, our geotochnical sub. Consultant. Only minor changes art required, prinitpally tyrographi- cal errors. It is our intention to to wda the factual portion of this report in the contract documents, deleting opinions and recommenda- tions, This will allow bidders access to factual irformstion to draw whatever Conclusions they may dPsire. Complete Copies of toe will report will be on file in our office and the City's office for inspec- tion by interested parties daring the bidding period, West Side Channel �H�ig�.h�ww_a,,��16_7: Considerable time was %Pent discussing"Re letter o e—y r 7:9R1 regarding the proposed channel west of Highway 161, Our principal concern Is that review and approval of the plans by W'SDOT could delay the protect. It was decided to proceed in the following manner: 1. We will proceed to Complete the plans and contract documents Tor the basic proje.t, planning for substantial completion by mid-Jul . During this time we will also be Collecting design data for the west side channel, City of Aent'n Department of Public Works June 18. 1981 Page Three 2. We will then proceed to comP'•te the plans and contract documents for the west side chenrel. Planning for substan• tial Completion by mid-August. 3. Concurrent with our efforts the City will be acquiring right- of-May for the basic project, planning for completion by mid-August. 4. The protect will be bid around September 1, including bids for constructing the west side channel. The bidders will be expliCitly notified that a notice to proceed on the vast Side channel will be delayed pending final approval by WSDUT. Any changes between the "as-bid" plans and the plans finally approved by WSDOT will be handled by change order. We are proceeding on the above basis. Our fees for this additional work will be determined as follows: 1. %sign date surveys, riht-of-way resolution, rross-sections and topography: fixed lee in accordance with Item 1 of Exhibit B of our existing contract with the City. :. Go0techniCal investigations (if required): time and expense in accordance with Item 2 of Exhibit B. Basic services: fi�M fee in accordance with Item 4 of Exhibit B. 4. Construction staking: fixed foe in accordance with Item 5 of Exhibit B. S. Construction ongineerin4q; time and expense in accordance with Item 6 of Exhibit 0. 6. WSDOT coordination (meetings and consultations with WSDOT staff, *tc., and changes in plans And specifications required after final review by WSDOT): Because of the indefinite nature of this portion of the work we will bill the City on a time and expense basis for our efforts. These costs will be segr19e•111 in our accounting records and billed under Item 3 of .ihibit 8. City of iton Department of Public Works June 19, 1901 Page Four In the event that the west side channel is not constructed, Jones Associates' fee for work performad under items 1, 2, 3 and 6 above will not be reduced as a result of this deletion Please contact us if you have any questions or comments. I w'll be cut of 'he office June 22 through July 3, however, in my absence contact John Walton regarding technical matters and Dan Dawson regard- ing contractual matters. Very truly yours, JONES ASSOCIATES, INC. , > tl Edwin J. Rudloff, P.E. Project Manager EJR/so PaQuount F RR S.. E,�CT1DN OF St VUT 4la Step It List given data ♦. Design discharge Q, in cfe. h. Approximate length of culvert, in feet. c. Allowable headwater depth, in feet, which is the vertical distance Rom the culvert invert (flow liou) at the entrance to the water surface elevation per- niaaible in the approach channel upstream from the culvert. d. Type of culvert, including barrel materials barrel crow-sectional shape and entrance type. a. Slope of culvert. (If {redo is given in percent, cnnvett to slope in It. per ft.) I. Allowable outlet velocity (if occur is a problem). Step It Dotersiie a trial ties culvert. a. Refer to the Inlet control nomograph (charts 1 or A) for the culvatt type selected. b. Using An NWID of approximately l.S and the scale for the entrance typo to be used, find A trial site culvert by following the instructions for use of these nomographs. if reasons for leoser or greater relative depth of headwater in ■ particular case should exist, another value of NWJD may be uoed for this trial selection. C. If the trial site for the .ulvert is obviously too large in dimen►tun because of limited height of embankment or availability of size, try a different IN+D value or multiple culverts by dividing the dischArfe eq :ally for the number of culverts used. Raising the embankment height or the use of oval concrete pipe, pipe Arch and box culverts with width greater than height should be considered. Selection should be based on An economic Analysis. Star 31. find headwater 4W depth for the trial time cu)vert. a. Determine and record headwater NW Aspth by use of the Appropriate Inlet control nomograph !charts 1 or 4). Tailcater N conditions ore to be naglocttd in this determination. MI in this use to found by oimrlp nultiplyine KW/D obtained from the nomograph by D. b. Compute and record bW for outlet control as instructed belowt (1) Approximate the depth of tailwater ll) for the design flood con,litfon In the outlet channel. The TW Aopth may also be due to backwater caused by another *trees or some control dmnstream. An estimate of N depth can be made by use of channel flow formulas or charts. (1) For tailwater TW depths equal in or above the depth of the cuivort at the outlot set TW equal to ho and find IN by the following equation 44 • hoe4 - SOL vheret M. • vertical distance in feet troy culvert invert (flow line) at entrance to pool surface upstream. 4 e head loss In ft. as determined from the appr(prtate nomograph (charts f or q) ho • vertical distance in feet from culvert flow line at outlet to "control" point. (to this case ho a 1W.) So a slope of harrol in ft./ft, L • culvert length in ft, _ �• tRac Dc�1ts rDR so.RcrtoN or cuivcn�z4 (J) for tailvater TW elevations b In the crown of the culvert At the outlet, us* the following equation to find headvat-r NM. (This computation involves certain approximations which are considered acceptable.) HW • ho + V • SA where: do a J or Tit, whichever is the greater hn . 2 do • critical depth in ft. !chart 13) O e culvert height (ft.) Other terms are as defined to (1) above. C. Compare the headwaters found io Step la on Stop 7b (Inlet Control or Outlst Control). The higher headwater governs and Indicates the flow control existing under the given conditions. d. Compare the higher HW above with that allowable at the site. If MU is greater than the allowable, repeat the procedure using A larger Culvert. It the NW is less then the allowable, repast the procedure to investigate the possibility of using a @mallet etao, ;top at Check outlet velocities for eta* stlected; a. It nutlet Control toverno in a *bow, outlet velocity equals Q/A, whore A is the crass sect What arse of flow at the outlet. 1f nc or TW to loss than the height of the Culvert barrel us* A corresponding to de or TW depth, whichever gives the greater area of flow. b. It tnlet control governs in c above, outlet velocity ran he eoeumed to equal normal velocity in opetrchannol flow as computed by Hannin¢', equation tat the barrel site, rouphnoea and slope at culvert selected. L=: In computing outlet voloc a ic@ charts and is !so 1/ at* helpful. Stop S: Try a culvert of another type or %hope and determine star And MW by the above procedure, ittp 6: Record final solectior of culvert with slam, type, outlet velocity, required KW and sconotsJc Justification. ;/ 'TMyd taulic Tablas", Corps of Engineers. U.S. Arta, Supt. of Documents, Government printing Office, Washington 25. D.C. "Mydraulie *ad tacava ion T bles", US Rutteu of Reclamation. Supt. of Documants, Gowrnmant printing Office, Washington 2N. D.C. , $1,50. "Handbook of Hydraulic@", by N. W. Ring, McCraw-Mill took Company, M1C "Oesigh Charts for Open•Chanoel ►low". U.S. Department of Commerce, futtau of fu►116 Needs, Supt. of Documents. Governmont ftiati S Office, Wathington 2%. U.C. 1 . IINOT 4 M l,00e . ..... 171 Na •,000 000 t 0,w .n I ♦! R R u II to IN •.�1111 R a. N G" t. N w� t i t a a •1-.t 410.o =k 1.0 La a l � � C l e ai .. � .. t4T11I1NCl W T.III h . N INN ,t 1 \ N •T � NNINU J•.w1l1 MfiM tl . IMNN+I•1 �.Irw1 nI,IMI .\ ,a NI N`I\I`.urilla NN NINP It tll\ININI It , 10 It HEADWAIER DEPTH FOR C, M. PIPE CULVERTS /wtw b ld14 NN/ WITH INLET CONTROL WWI `Na 5't, CHART 1 Iw ,- to.000 r00 11 s,000 Et AN►t_t U1 ttl p) 4.000 MN.ew J11011 \ \. ,N �-►.ao nm m f •,OCO 411 •. IU t,000 rq Lf 4 \• •.. tt0 h t•1 1.1 tatt.000 rY a 1.1 •. • \. to F r Ow f. rt00 .� 04 [_we sm f •00 re t. � to ca to to C 1e t,e �`•' � � to M LNTeANCt � 1 � S t 10 "� twu rr►E � e 10 - IV Mwq NN wu . .• It si + + nt a•....N1.r. ,e $ w to at y1u1.w • hw1 NN rN+,N1111N YMNMYrIN1M1111,14"1 •f W11MN.r YrMr xMYYy1 t.N/M1.NrI gY.NM a •e •1\ \ 10 J u HEADWATER DEPTH FOR CONCRETE PIPE CULVERTS 1ale6avr ,1•t1s1 WITH INLET CONTROL 1rNM1 ,Ne lT le:MART T q00 Ni M 4.�m r�,y. ♦.ww.w• i00 �,00 500 to r.lr' l0 400 i♦ I" 71 Ii ` .. 100 ♦0 ,p0 T. v 1 54 ■ ♦1 u _ 4P ♦ �' 3 i roa a s i1 1 ♦�.+ too !o*n ■ oo jj It *go too ♦oo i0 i0 -40 p00 • � s a 0 i0 �! � 10 11 11 i0 1 HEAD FOR CONCRETE PIPE CULVFRT9 FLOWING FULL �pw M.nw!rw1 r,,w n•0.0It a•aa Few CMMT 1 .gaar •.l ,. Mo too Iw riNYt NI! Hbit MN.N. ltl4H .00 f .00 to �-soe .. at t t:,Do Qr. .0 �. .o it .0 R' ac ell U 40 a e p i too ` L 00 Ime .a•..W. •.fl lLA�l p' o—w.f�A.i,�t '1 { . s ! i w •MNll r.qM � \. 1. I ! . WYl.i.M YN Y•W HERO FOR C M PIPE CULVERTS FLOWING FULL .YncY N Mp n .0,024 NUN. B S-s�$ CHART 13 e Na,uo# at YOM b 0. °0 �0 #O to e0 to e0 To e0 oo Wa -a-till W y W t ° ry t T o at 46 w of 6t10. p to 0.53) ° t S ! f 0 IGO WOO t00 pCEN�ntt•O•E�! 00 e00 t00 1000 Q� Y V ° .,. iI ° 1 = VOW No alEM�nat•a�crt e01.0 a 000, •0#ot M» '#.. CRITICAL DEPTH l,ys CIRCULAR PIPE •NCOM For value# of dc Abova tur,*, we 4c Cx m",«, 7tlITY • 17 ✓uOeN�1�`ES iiMt COr, • rr 6dQ n.ti s'L tI . :MAR1M WY«Qr... r/�i�✓Y T. 14� Y.F .Y.MM 1 �M �ISYW✓ CeraV6KT' cM.CprrMast w.vr. Of F'+Usr Y.Itid}� .f�7w�� Gwtle.K �r•ww.r.i C�.a.n.rre.ri + tQ • 310 aQa Z• 4tdt' tiG✓ + /4,C J. rw ♦A✓ opt• o A SSv w•wT+ON.j: /• Gweoe .otsrw tnwmrnon.�! , w S wti✓ l.9 /�'9 twt•.we� • /t.0 r Z. 44 e,4/li /rAC W'Ou eat 4.W6 A rrw.u,rn.j� /rNKIgN ^�4 6s.l3 K• l. 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' .N NNItM NIIINt M \....N 1 0.0 t"Mo.M INN..N 1 Y ` t t t I 1.0 HEADWATER DEPTH FOR i CONCRETE PIPE CULVERTS WITH INLET CONTROL kA,01.14 d. 1.1 CHART 3 DLSCNRRCC IN C-F J. .. DUMETER Of PIPE IN INCH S Wb JL OPE fOR n =001I n Pei SLOPE FOR n = 0OIZ YE'LOCITY IN FrZT'PZR SECOND O O e q O O q 6 • C4ART b'T 1000 N•Nnnr.1�'i7 iNN t•� -��� _ie0e � � 1u•WRM9 Or4O iNYHi .1tr1R\ RqV t - tee t Ito h, w,Ni 1NM 4p wwr•1i.MNN h M .w.tiN wN.M.a,ti M.P MNYM too lot t too to le 400 t+ ,. .t00 it "`••I to •p r�4 t .100 40 '(0 w - St 00 It, 3 t too f 3 ,,• R! a° �°° ' - . S so .01) '00 to u 1 t �00 ,00 to W to 0 40 60 . :1 t t� • 0 O 0 to to .1t a 10 tl It t0 le It t t It t t MEAD FOR CONCRETE PIPE CULVERTS FLOWING( FULL tWUV N .�\S •OiM ..V H1 n r 0.0I2 CRART d 1 is OF RE.t s y- PUKIC WORKS pOPARTM&O tMim -OUTILITY ChMINaiROG 0 am-mi rto aarss� BAMMA Y. SMNPMm April 21 , 1981 MM,. Mr. J.D. Zirkle District Engineer State Dept, of Transportation 6431 Corson Avenue South Seattle WA 96108 Attention: Mr. Terry Burka District location Engineer Subject: I.A.D. /dla - East Valley Road lmproviments 0entlmnwn: The design of the referenced project is nearing completion, and conttruction is scheduled to begin it late some. The drainage tystw for the project Is designed only to drain the area isMmdiately adjacent to the project and not transport the runoff from the upstream basins through the project. Therefore, In order to finalise the plans for the project, it Is necessary that an interim drainage plan be developed for the upstream runoff which Is capable of handling a 100 year design stows and still be compatible with the proposed P-9 Channel improvement, The City of Renton Engineering personnel in conjurttion with Jones Associates Consulting Enoine«rs have performed a hydraulic analysis of the upstream basins which are intended to drain to the P-9 Channel, This study is the basis of our proposal to eliminating flooding on aninterim basis along SR167 and the adjacent properults to the west and still be compatible with the SCS plan for too P-9 Channel The proposal would be acnnomical and bone. ficiol to all parties who are or could be adversely impacted by the improperly controled drainage that now exists Basically. W proposal is as follows: (Please refer to Exhibits A. B. and C sttached) 1. Construct a channel of sufficient stag, depth, and grade between Lind Avenue T.M. and East Valley Road within the designated right• of-way of the proposed P-9 Channel to carry a 100 year storm. Z. As a result of f,llin9 and the con►traction of SR167, a channel has been created which we p;apose to clean and dredge to elevation 10.0 and widen as needed to obtain the required opacity for the 100 year storm (see Exhibit 1"). Mr, J.O. Willa April 21, Hill ►age 2. 3. Provide a weir at the north and of the nort.n-south channel (soo Exhibit -A"i to wtntain a dead storage water surface elevation of 12,00 On both sides of SR167. The weir would be deign; to pass the 100 year dntgn storm while croating a mexi- pas Water surface elevation of is.3 to 16.a on the fait tide of SR167, depending on whether the R.C.S. culvert crossing SR167 north of S.M. lgth St. (culvert Ha J) is utitiW or abandoned. The maximum 0t0JKted flow from the basin contributing to this Culvert r. approximately 100 CFS. The two options available a, thli time to accomgodate the flow from this taro are as fclkr 1. Pro ide o Pratnage system to transport the runoff to the Wast I,e.; by anon channel across private property, or a cloned system in Eat valley Highway and west along s.w 14th St, to Springbrool Crook, Either method will result in substantial cost to the LID or; 2. Abandon the existing R.C. box culvert and dlvect the runoff south along the gat side of S0167, This would result in ralsing the water surface elevation approximately one foot higher than utilizing option one, or elevation 16.4t. During extras wet conditions the podded water surface east of SAW has ban observed to to as high as elevation 17.00. This 1s due in part to the obstruction of the outlet ends of the freeway culverts by fill operation, debris, and vegetation. The study yferr" to herein indicates that by perforating the work as proposed, it would have the effect of reducing the maximum Water Surface elevation east of S0167 during peak storms while wintaininq a constant water elevation during dry cond- ions. Although the technical data has only been to"hod on iigghtly,we would more than happy to discuss it with you in greater detail, However, w. would like your reaction to the concept of the p-opoal and what problems you may fares". If you would like to arrange a meting or would like additional information, pleat contact Dan Monaghan ai- Robert Bray at 235-2631, Very truly yours, chard C �076 i Act nq Public WO'ka Director Wa:DM:ckd Attachments ct: Jim Olson Ed Rudloph ✓uses March 16, 19h1 City Of Renton Department of public works 200 will Avenue South Renton, WA 44,05 Attention: Dick 4ou*nton Mar Dick: on March 11, 1491, Don Mo"aghan and Bob ®ray of your %tsff met with Jon" Walton and me to discuss the proposal the City 1t preparing for submittal to the wshin ton State Department of Tranaportatiop regardlnq the construe t10n of a drainage channel ixeaodiately west of Highway 167. Rob tray presented the results of his audits Of the COMMY of the existing culvert% under Highway 167 under various attuned levelt of h0diwater and tailwater. There was considerable discussion of two operation Of the two most toutherly culverts since they are stt at a significantly higher elm. tlon than the other, It appears that these culverts intercept flowing water from Panther Creak and are not affected by elevation of the Pond east of Highway 161, and that their capacities are primarily influenced by downstream conditiont. The ramaininq Axistinq culvert% are set low enough that their capacities are influenced toth by the elevation of the pond and the taitwater elevation unit of 4ighway i67. We then ditcu%%ad noorational aspects of the Proposed channel waft Of Highway 167, primarily dealing with allowable water surface elevations luring low flow and maximum disc bar" conditions. DuriAo this discussion it became apparent that at this time we do not have sufficient information concerning the detention capability of the pond and the actual discharge capabilities of the culvert% to mike Any quantstive asiv%%ments of the channel Operation, Ion %Afghan neKt Inquirod Of %oots Associates' ability to perform+ a computer antlytis of the entire system; inflow hydrographs, Itorao# And water surface elevation retati"ship in the pood, culvert discharge caotcitiet, Capacities and water %"?face elevation of the propo%ed chaonel, and Wier charattarl%tics.. The computer analysis was sugpsted because all of the above va?iables are inter•relvtd, and because cou"ter anttysit Permits rapid evaluation of a number of assumptions Anl their effect on water surface elevations on both %ldet of wig"way 161, Y`,Y Y:Mry,.►MN.x aa.,x wm ntMi91• :MMMe1'iM, city of Minton Itarch 16. 19A1 ►ape Two Me rapli wl that Jones Associates has the ability to perform thi. analyst%, although %we modifitation of our oxisting program% would be required to accommodat+ the large number of outlet% from the Pond, Don Monaghan than instructed us to perform this analyats. A% you era aware, we porforaled a similer analysis in the fall of 1979 when it was contemplated that the ►-e undorcroseing of Highway 157 would be con. strutted a% part of 1,1,D, Humber 314, That analyst% we% very tomprehensive end consumed the funds @04 man-hour% Ndgeted for drainage analysis. Since our fee is based on construction cost, we will not be compensated for a portion of the previ0ua aaetytis because the P-9 undercrns%tnq ha% now bean deleted from the project. We have now been asked to perform another analysis on a project feature which may not be constructed since final approval 1% vested in a third party over whom neither Jones Associate nor the city of Renton has control. For that reason we are performing the requested analysis Ott a time and upon%e basis, and will bill the City under Phase l of our existing contract, Plm%e call me if you have qua%tion% or �Omaent% regarding this matter, very truly yours, JMES ASSOCIATES, INC, Edwin j. Rudloff, 111. Proton Manaoer FJR/%o ✓vn+Es January 30, 1981 Dick Houghton Department of Public works City of Renton 200 Pill Avenue So,th Renton, WA 98055 SUBJECT: L1D 31,4, fast Valley Road Dear Dick: At our meeting on January 26 you requested a summary of the principal features of LID 314. The following discussion will describe the design of the project as of this date, but will not attempt to relate the history of the changes in the project or the rationale for these changes. Street Improvements e project contemplates improving S.W. 16th Street and East Valley Read by widening and resurfacing; and construction o' new roadways on S.W. 19th and S.W. 27th Streets. East Valley Road improvements will begin at S.W. 41st Street and proceed northerly to S.W. 16th Street. The road- way section will be 36 feet wide, curb to curb, and will follow the grade. At. S.W. 41st the roadway will transition to match existing conditions. Southwest 16th Street improvements will begin at the intersection of S.W. 16th and East Valley koad and proceed westerly to Lind Avenue S.W. The roadway section will be 35 feet wide, curb to cu•b, and a fellow the exist- ing grade. At Lind Ave. the roadway will transition to 56 feet in width. Also contemplated are improvements to the intersection at 16th and Lind to provide roadways 56 feet in width extending northerly and westerly 200 feet from the inters tion of the centerline, �.:ith an additional 100 foot transition t) existirvq widths. Because of the extremely smill longi- tudinal gradient availatle, it is planned to construct a transverse slope of 3.0 percent to provide for increased storage in the gutters. New construction of S.W. 19th Street wii begin at East Valley Road and proceed westerly to Raymond Ave. S.W. intersections will be provided at Fast Valley Road, Lind Ave. and Raymond Ave. 4o widening of S.W. 19th is contemplated at these +ntersections. The roadway section will be 36 feet wide, curb to curb, with longitudinal "hills" and "valleys" to pro- vide longitudinal drainage. A minimum longitudinal gutter slope cf 0.5 percent and a transverse slope of 2.0 percent are proposed. Vertical alignment will be such that the average centerline elevations will be seventeen feet. Mw '.IP WAr" MLLIwA WA waa" IMW'%C51 • Dick Hougton • January 30, 1981 Page Two New construction of S.W. 27th Street will begin at East Valley Road and proceed westerly to the east property li. e of Longacres. The roadway section will be 36 feet wide, curb to cu'o, from East Valley Road to Lind Ave., and 44 feet wide from Lind Ave, to the western tetmirus. Transi- tions to 56 feet wide will be provided on both sides of the Lind Ave. intersection. Vertical profile details will be identical to those des- cribeo for S.W, 19th Street. We have previously furnished you a drawing depicting the proposed pavement structural sections for these streets. Sidewalks Sze are-resigning 6 foot wide Portland cement concrete sidewalks, situated immediately behind the curb, for all properties which have been developed to the paint where curb openings and the need for extra thickness side- walks under driveways can be ident"ied. Sidewalks will be old a� a deduc- tive alternate so that they can be deleted if the property owners desire. We suggest that all sidewalks within a bid schedule (A or C) be construct- ed or deleted as a unit. By doing so, the bidder will hav+ a f,rm quan- tity to hid on and the best price cav he obtained. Illumination e are designing illumination for the entire project, to be bid as a deJuc- live alternate. The design is being done by Chris Brown, P.E., a_ing as a sub-consultan- to us. Chris is coordinating the design with the City staff to assure compliance with your standards. Siqralization At tfie request of the Austin Company we are designing a signal ir%talla- tion for the intersection of '6th and Lind. The bid schedule will be arranged such that all costs for the signal can be identified, and 100% of the cost will be assessed against the abutting Austin Company proper- ties. This design is also being done by Chris Brown, in addition, we plan to provide conduit for future signali:ation at the following intersec- tion: East Valley Road at 27th, East Valley Road at 19th, 19th at Lind, 19th at Raymond, 27th at Lind and 27th at Valley Parkway. Where a new street intersects an existinq street, we w- '1 provide conduit only in the new street so that existinq pavement will not be cut. Sanitar_ Severe We are es qn ng 8-inch gravity sewers in the following streets: in S.W. 16th Street from Taylor Ave. S.W. westerly to Lind Ave., then southerly in Lind Ave. approximately 300 feet to an existing gravity line flow south- erly to 19th and Lind. and in S.W. 19th Street from Maple Ave. westerly to Lind Ave. In addition we are designing a permanent lift station to replace the evlsting temporary lift station at 19th and Lind. Sewage will be pumped from 19th and Lind to 19th and Raymond through an 8-inch force main discharging into the existing gravity sewer flowing northerly in Raymond Ave. Dick Houghton January 30, 1984 Page Three Water Main e are designing 12-inch diameter water lines in the following streets: in S.W. 16th from Maple Ave. easterly to East Valley Road, thence souther- ly in East Valley Road to S.W. 19th Street; in East Valley Road from the P-9 channel (approx.) southerly to S.Y . ??th Street; in S.W. ??th from East 'Walley Road westerly to the Valley Parkway; and in S.W. 19th from Lind Ave. westerly to Raymond Ave. The proposed line in S.W. 19th from Lind to Raymond is somewhat controver- sial. Please refer to my November 14, 1"0 letter to Warren Gonnason. We have not proceeded as proposed in that letter, therefore a reversal Of the city's position would not result in any lost motion. Storm DrainpZ rs you are aware, there are many unresolved issues pertaining to storm drainage. My January 16, 1981 letter to you described the major concerns. These were discussed with you and your staff at our meeting on January 76th. Hopefully some resolution will come during the January 30 meeting of all agencies concerned with the overall basin drainage problem. When resolution has taken place, and a final drainage elan is developed. I will write you describinq the system we will design. Bid Schedules ife are'pirpsently planning to prepare the contract documents such that the project can be bid in two schedules, in accordance with Warren 0onnason December 18, 1979 letter to the Mayor and City Council. 1 trust this letter will give ycu a general understanding of the present design Concepts for LiD 314. We will be pleased to provide any more speci- fic details you miy request and to meet with ycu for further discussions. Very truly yours JONES ASSOCIATES, INC. Edwin J. Rudloff.jP.E. Project Manager €JR;js ' . 79154 JOhfS January 16, 1"1 Dick Houghton Department of Public Works City of Renton 200 Mill Avenue South Renton, WA 98055 Subiect: LID 114 - Drainage Issues Dear Dick; The purpose of this letter is to summarize our discussions on January 15 and to list the unresolved drainage issues of LID 314. 1. Detention n_d�east of hwp_X 167 and P-9 undercrossine of NT-Tady e our r3gT concept AT6117-as prestnted at the N Member 5, 1979 preliminary assessment roll hearing, in- clue J these features. They were subsequently deleted as a cost reduction measure, assuming funds to construct them could be borrowed from King County and repaid as the SCS project became funded. When we were informed by Warren Gonnason that these funds could not be obtained, we assumed that these features would be permanently deleted from the LID, In Nov Amber of 1910, Warren instructed us to once again Include these features, to be funded by the LID. Our investigations have disclosed that the SCS has not progressed far enough In their design that we can design facilities with assurance that they will be compatible with the overall scheme; and that land rights for the detention pond do not exist. During our meeting I formed the opinion that you do not wish to construct the detnetion pond and the P-9 undercrossinq of Hlohway 167 as part of LID 314, :. P-9 Channel elevation at East Valley Road. As we discussed, the propose eTevat�t a nne1 at 'East Valley Road Is not compatible with our proposed drainage plan. This is because we plan to discharge into the P-9 Channel at about elevation 4; how- ever, the Envir,meental Mitigation Program calls for a steep P-9 Channel between East Valley Road and Lind Avenue (to develop fish spawning beds) with 4n invert of approximately 11 at East Valley Road. It is our understanding that this matter will be discussed at a meeting of the Basin Technical Committee on January '3. :'IV No«.worww. 011,F.14 INA W A- "1M 'x" Dick Houghton January 16, 1991 Page Two Since the project can be designed to accommodate either a high or low P-9 elevation, the most adverse impact would occur if no decision were made. For that reason we urge you to make every effort to secure a decision on January 23. 3. Box culvert under_ Highway167 and East Va�lle�Road. As we dis- cussed,mere appear to be�fTiree poss?F� el methoCs of handling tra flow through this box culvert: A. Block the box culvert it the upstream end and divert the flow into the detention pond east of Highway 167. Based on my earlier comments regarding the pond, this does not appear to be a viable alternate. B. Intercept the flow through the box culvert and direct 1t into the enclosed drainage sv-.tem in East Valley Road .nd Southwest. 19th Street. This will require pipes of approximately 72-inch A tameter, and the benefits of this feature will accrue to a very few properties. C. Intercept t'.., flow through the box culvert and divert it, through an open ditch, southerly to the 60" Seattle water line and then westerly to Springbrook Creek. Either R or C. are compatible with our work on the tlDp however, an early decision is needed s , as not to delay our progress. a. Open drains a ditch Immediately Hi h�. At our meeting we sc usse t e poss{b-{Trty of construct ng an open drainage ditch west of Highway "7, between Panther Creek and the P-9 Channel, to provide relief to the property owners along East Valley Road. After the meeting we drove along the route. It appears that for the majority of the route the ditch would fall within the State right-of- way. We have two principal concerns with this idea: A. The time required to secure State Highway Department approval . B. By providing improved conveyance to the P-9 Channel , and not providing conveyance away from th• P-9 location; have we solved any problems nr ,lust relocated them? We believe a meeting with the State Highway Department to discuss their attitude toward this concept would he beneficial . If you agree, please arrange a meeting and inform us of thr time and place. I realize that this letter raises more questions than it answers, howeceo, these are issues which require our collective, immediate attention. We are ready to meet with you at your convenience to begin to resolve them. Very truly yours, JONES ASSOCIATES, INC. Edwin J. Rudloff, P.E. EJR/so Project Manager FINAL DECLARATION OF "AN-SIGNIFICANCE: Application No(s) z Environmental Checklist Not ECF-633-80 Description of Proposal: Proposed roadway improvements (widening curbs and gutters ' installation, storm drainage to U. Valley Road) Proponent: CITY OF RENTON Public Works epartment. Location of Pruposalt E. Valley Road - S.W. 16th St. , S.W. 19th St, and S.W. 27th St. Lead A ._ice: Public Wurks department This proK—t was reviewed by the ERC un December 10, 1980, followinc isentation by Warren Gonnason of the Public Works Depa. .unt. Incorporated by reference in the record of the proceedings of the ERC un application ECF-633-80 Are the following% 1) Environmental Checklist Review Sheet, prepared by: None prepared. 2) Application: L.I.D. 1314 3) Recammendations for a declaration of non-significance: A. Engineering Traftic Engineering Utilities Engineerinq Policc building B. othei Cemments (see attached) Finance Fire I•lanninq A_•< 1no as the Responsihle Official, the ERC has determined il,velopment does not have significant adverse impact •.:. environment. An EIS is not required under RCW 44— '.030(2) (c) . This decision was made after review by the . ad agency of a complete enviro::mental checklist And other information on fit. with the lead agency. Signatures: Fir Ond c e sun, u nq Viroctor Qurdon Y, .r %' sen Planninq Director air vn�atih.l.•.m, Public Worki Director DATr_ OF' 1'UBI I CATION:December 24, 1480 FINAL DECLARATION OF NON-SIGNIFICANCE Application No(s) : L,I.n, 1314 nvironmental Checklist No. , UCF-633-80 Description of Proposal: Proposed roadway Improvements (widening curbs and gutters ' installation, storm drainage to E. valley Road) Proponent, PITY OF RENTON rn C Or a 'partment Location of Proposal: E. valley Road - S.W. 160h St. , S.W. 19th St , and S.W. 27th St, Lead Agency, Public Works Department This proposal was reviewed by the ERC on December 10, 1980, following a presentation by Warren Gonnason of the public Works Department. Incorporated by reference in the record of the proceetii -gs of the ERC on application ECF-633-80 arc the following: 1) Envirl.amental Checklleat Review Shoot, prepared by, None prepared. 1) Application, L.I.D. #314 3) Recommendations for a declaration of non-significance, A, Engineering Traffic Engineering Utilities Engineering Police Duildina S. Other Conmants (aeo attache(j) Finance Fire Planning Acting as the Responsible Official, the ERC h+,s determine.t this development does not have significant adverse impact on the environment. An EIS is not required under RCW 43.21C,030(2) (c) , This decision was made after review by the lead agency of A complete environmental checklist and other infot-uatian on file with the lead agency. Signatursst nna e e sin, Mill,ling rec or ME" T. IFICKSM, Planning Director Arran , , l3onnoek1n,_TuVTTe_V3M4 Director DATE Of PUSLICATION,Uecembor .;q, 1900 ,f • uITY OP kcNION, WASHINb1ON • ENVIRONMENTAL CHECKL14T Wt ft]p. i'FFI! IF !INk oNl f Application ISO. inrifdhmental Lae%%stet 0swPv5t0, dale: l INAL, date: c1cla,stiuh of liv.,ificance a patiaratlor of ligniflNnee veelaration o1 9on-Sl volt itancf D Declaration of Npn•Si v�lti Nne! —w--- . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . lilt- " kia" the Stale in uwntat virna Policy Act of tell, chapter ay.Y lG, still, reaotres -A % a a and local governmeltal agencies to consider environmental Value% both for their own Actions and When licensing private proposals, The Act also requires the% an M be prepared for all major actions %19 n i f scantly affecttnp the quality of toe enviroewent- Ite ourp0%, of to+e checklist Is to help the #gen.set Invol wn determine whether ar not a proposal is %uc.' v A14Jor action. Pit#%* A"Swer t.to following quettiunt as completely as you can with the information pretently Ava1--.able to you Mhero seplan n a atlgne of your al re required, Or Where yOV bell?ve an v$planation wool tl be helpful to government decision mskors, inclute your eapl•. Atlur, in 7, spare pruv/ded, or tise Additional page% If neaassary Ida slloeld include 'OfCrfr,o: to any I'vports 0" studios Of Which you arc $war^ And Which err re it rant t" INS an'..r•% You i'1 ry silo. tomPlete anSwrr to the%q qua%ticas now w111 0P all Agetctes invil.aJ with your proposal to undertake the required gnulran$Mnta) r1r Uw wlrh cut +nr e•e scar. It lay. The 1plioYlnq .00%tillh$ apply to your total proposal, ¢ot Just to the 114#11 for wS1ch you are +.ur rnii apply Ira or the proposal for which approval I$ sought. lour Answers %flauld inC lads t e impacts which will be CA stood by your proposal when it I. cumple;ed, even though camplrtion mar not occur until %ome time In the future, this will allrw all of t.,a auercies which will so tnvatvoo to complete their environmental review hot. With• out duplicating paperwork in the future, halt. I::is 's t tends rid form opine stood by all state and local agencies in the 'tell Of Gashi''gtc-, -or various type% of proposals. M#ny of the Questions way not Apply to you, protosal. 1 a +luoltiJn Joel not aPRI" Just #newer It "nu• and continue on to tM next Qee$tlJl. LNVIAUNNENTAL CHECKLIST FORM t, 1lA.KG0)lo1NO I Nam O' proponent L•t'T`( am 1.4mv'iOAL__�_•,,,�,,,�,�,��,.�� i. Adore as and Rhona number of proponent: _...._....�._.._.,..... %dio w Mit<%.. ,yf 'ao _ T?tge4! E!!•>Vf.Y9 k •Y0ea.\144.9M 1. ,..ttr V4'.►l,%lilt Submitted 1A�,®O '-)9�,y Y•wg1 Y1+ � lfl#cklisl ` t1Y ofm 12tin ye t,A% ___..._ ...�.w.....y,��»� If Applicable: l 1 d Iiv# bassi i wyprrcw.m WiN U'sL'&^ tau fis xY `rW lvf t"S},SW t9ll%tj" ,e And brief deauriptier if the proposal 1loclu:lng out not limited to it% un *1 Al 4*0 gn elements, And other faetori that III it give an Accurate and ing I 11.4 Acape and nature:: li tpla"i 1EiLL.a_ imx.�iif71� �»AI NhtW i%4gm <+aEAf�d6"n,yw]alsew ,.1 it h.m.�CIaAiAnA4iE. Plwl#taa 4 wt Rli AMAQi teG atlY �e1fAElTtAYE w�Ip 4:0's, is #Vl 1 i Al. p'0/i• s 1 1 rt AL'p C�rrsLil Vy;f , Ttoaast St�ktlAe t3 Mr_yl�:fu0 wet I�.yAtabr kl%.y t+wm$ �µwggl $t. .� 1WNP"OFw{+1++ Wf�11 it 4at\.lyy Hw��,w It'w'4{.. A a► %w µwe Ye nle,.l tti pe {VI/ wwsal Sw tih`"tit sJauaey 40 VAt AO < e r l.C.tion Or arsposal 11o11rtee the ►oyalcel settle Of tort Poro►ttel, 41 Wit • . the e.t.•ot of the land area affected ►y day MYir0owe0tal impacts, inttwalnt by othtr ,%to,Nti On nN6ed t0 plq P o0cYr6to %.Wstawd q of ti,t Rr+r0, lens) oetttn► of tht gr000fa1): V�Y`.yk64_Wh—. SKATU%U "` !'4 41S.411 Si=M?3iaya c t►t Avfw A4 aaae 1 s1wV 4F tHt' ^0,*A the a...a.Pf TIATTALt', merry, 14�C>y)YY i"�el.Gi�rc .wzy ` .,.ae.Np,yp►.Agt2,,i?_ �ttlyk��r�lpit, 9tjlyti�t I�„t�t.tJt ♦ P�PP4Tj7h;N! -�.LSt..►]D r-1 et t; 40, -ytv ail' AY►4 p:w,3 y` t1^rfeW! 'fOw_1 ae �q e'P d. fat��&te data for coop loll Pn of the progaMl. V. U ti of it par*$%%. licoosos or evorhoent approvah teWirtd I" to, O"Oatll (fedora), %tote &ed local.-Intl oil?:; rosette%): 14. i , Y6Y how. any piba for fill,,r aodltiant, axp Ynt,JP., cr 1urShrr yt U rr"r v 1,.6ed to or ,unnot e•} wit, tilt, vrupolal It yo%, r.pioln: 11. Do you xnov of any plant by other% whit! "A affect the property covered by year pro►alo,? It yea, %.plain: l:. Att.ch any other spplic4tion 1010 that na. Peen .ompitt#4 roo4rdino t,f pro po1.1, 1f none has ►eon coetisttd. ►wt It expected to be filed at %too futurt date, Oat cri N the neturo o so&h application are il. thilAONOMAi 1ePAO, (tA►lanotions of all 'yet' and 'ooyoo' &,sweet are reeYiree) (.; J,th, Ylil the proposal rfftit In' (a) instetid earth toodittonA at !r c.rordes to pool Oolt s YPxtrYttYrett "r over - (el dlaruptlonl, 411014teatAts, tQ►PA,tlon or ever. e 9yhrlhp of the toile r,-nsre, t'i ilrs aC. lb thgcowp 5ig"ll: Alin, rle p - ta.itt>. RO CGOV-e "hoape ta?- topeoropey or 4rt.n4 iortere relief Yeetu it t b. pt'S' W74YtT W5 6:) 'he d.struCtt 0n, Cava•!np tr apd lit Ntre. of key too logs. Or ihyitc al fe Aturos' m... � (t) hhy Ir.'saso in wind or Witter ♦r01,0n of 1:lls, ,ifra en or aft toe tttel tCi Wilt( 1 he,or, i. de BotfttCm or ero%io, cP bieN torJt, ,,r he:µ 1 in siltatlor, depp at,"ton It erosion ohi,h us tidily the th4paol 0f o rIvte r rust& or Irt �Q, o, in* 'tCOan or any toy. thlet Oe I111V g fs'f 11 s ± tilt tot }repine) **tint tn: AI, e*ittiaot or Jett toratlun of Ambient air 44611 t ? so", rl,"4 M" V^ ',Wa- CalolwutM-M .b'. ?he ,rrali;o of ot;*.ttonoble odors, X Y(f hAY�C Nu •t) All*rttic, of air "avoaeot, *'sister* or taaptratur*, e' any tihARg* lR GlleaL*. either {@c Ally Or 7xt regionally? it) e3t*r, Will the proposal result in; a) Lha"vet in currant.. or the tours* tf direCLlon of water frortwants, in either *trine or fiesh "start? _ YCI NhS*C N 'bi ''.'w R;*t in absorption rl tat, drtlnaile ratternS, or tNo rate and aaoent of Surface *at*, runoff? tt1/1•i`,aW f1rt��'NLIf Wit.ti'�1'O��V\y G�V Y. t,1�t{g Rtigla+u taC'tioN �+wµ,or rise�wSwO ic) At toratlens to tA0 tours* or fi Go of flood wattrsl ',dl C1,An.e In the A•aount o' Swrface water In any water body' it, "Ay*L NU e' cv'c•-+rye Iola Ytilate waters, el •� n.y al te.riir • *affece water quality, intladieq hat mit 11n4ted ,c t s..lpr N t.re, dis%ols*d eayp* r tort,r,ty7 K. II A 'r, e•1-1, of in, dI V i.Am, , i Iat., Id fto. �r 41 sa -1 wa tor>i q' Lnanuo in the tuantity of ground water,, either t4,o.9h direct rddi I1art or Ail tndiewa l., ,r V:r t•'tt ca;tic ,f 4, A..l far t-y ut% o�' *at+ra t',�I•i? .h o-t*, i*raiten ,r grora.* water quality. ithf• thI'ough d,•a\t Injection, of lhrotgh the lwa1Aye of Iaachats. pAat,ihatat, detergents, waterborneh "rut or betteris, 0' other subbta"te% let* the ground wators? ,I Rada tlhn in the anoemt of Water athei'*Its a*atlabl* fir iubllc water 9ep11,*11 Y(S` NAY1L h I1 ins croposal .rsult in. 'la in*n1e to the *irertity of *pact*%, or ,uabvr% of any . *i •.r rlol+ 1i..\,'a*InY free*, anruLt• trait. ,.re►+, ,a •Vlgr• a-. adeatf; plantt;l ur a ' _, ti.: , ,'* , .•'.Yii i say Ur+s.a. ra tY ul wAi♦t Ai. e t ' t 1� (h) forhp. Will the aropoHl result ia: (a) CMntq in tho diaorlitr of a octet, or numbork of any t►dttot a/ torna (bi rot. land antmall lntludtnt rep ties. Pith and thollhtt, tenthic o1doeisms, tntoct_s or microfau .17 la` Rodutllon of the numbers of any unique, mars or endeheered toed et of faunet i 3 ctiis. 1.1 Introduction of flew species of found inta d� erea, or soul% 1- d terrier to the migration or r0rsr'tnt of founoy nr r�vrr �` td) peterioretAon to .,+stint fill, or w U afire habitatl !s) It eye, Will %%I proposal tncrosls atltttno :Viso leveltt_�+��+._. tP&)A lS!Rn_z I'''IKi41 "f- (t,t A.ru wi 1 W-'%j' 1!) �_i 1►� �n� Ol ar! will thn propotdi product now 1'"- rr rrx- Ftv>w* �r Lut ld) will tho propotai rttult in t%t alttretion of the pM enpr planned keno yto of an area? k . CET' F1<iyf RT ty blahatlan: :ol i/Q.t,yr�lMtaYrt es. u+11 the proptoat result in...�-..._�... (a) topped%* in the rota of ate d/ any natural ratoMr,ol° tea FAtI(f lFG' Ip ',.piRtltn of any nrartnrwaUlC ndtuu! re♦Wlst'. ♦m ant tr '10% bill pr-gp3st "..pa too a risk of ar atpTna Me of the Ieleat, at heaordaus subtto nces (intlad`nt. but not lieitdd to. at,, posticloss. theeitalI or rootation) rn the oront of an ottrteot or voset conditions, ey�r O : Tr ,. '•r, , •"� ralr ,r Inr p \„I,t :r' ' d' ♦Ira• . tp r w d111 tM proposal H/act a•Itt lnV houking, or e a ir + pace"d far additional haulingit ' NiYit r ti11 'Llnsy„oria3,�„ygj, + ,�.�oh—��wtl the propoeal raaVlt in! ,r 1►) generatte f�a V11111nal Vehicular MeY*".% t(�... kT 1�-• b lfigt OMJpat V11MKIA L t'VW 1WT WtA, t1 ,o) (r Hots on aaistlh4 parking facilttlet, or demand y� for now m'6%'i IV T'Kevwa G Wll.t' fn- RAr it h"Q B% Skdik Im crie- tc) t.wa.t uVq, a.I4t,oV trunaartaU en tytteeaf, % At nM�f�l.�etafa. t1Al1JNLOpgK I'G►( '0 1e. 1\i►P"\r t+a eeptft vm ,Yi wveessn�n of pto eoples and/art good�,nt Circulation or VCS MiY81 le) allalatlona to .a lurhutnm, tall Yr air traffic' vi — .i) {tarrne rn tivff�r hacudl to motor vehicles. olcrcii Str�s or ptdottrHn%? AS 'WOke`a"" \"VV'OAA" titi hAVuL hJ •jp W Il.t_ .K �+6C J C Atc\era�tC l i�l 'yt ;- e,flY.i3 nil the cropalaI neve an affect open, or Mad Tor to Or Alta red YaWrn mantel servi Cat rf tre failaul..g arraw. to) "ra Yratoctton�T,,•Tom matio 1H aQrwPW.MaNPt 1SiW.a1 4•••didlw CiM� r+swv ram. r"w %' IIAL11.14 4ES mint NC'" twomr` a4vClfaOv W\4c.• x e) palfce prouetlunT l Pr e ouarK pMM1 FK t �• o ot+lms,aol\ce tiedvv\eet A��dal: terse* fit. Irk NAt1T R6•' Pig` HIM k3- J} 7+rk\ or other recreational 1Fac1110HST YM Rat a- ka) lW nle}nanteot poEliC 1`4C 11111N. Including roddtl $,1&* 0"' 41 ov ti+MMAAa�tW,t.4 Nmaw �W (f i 61 M, gaW rneenUl lerel CCeT .Mt M`the prootleal retult to'. ia} .se ref sutttontiol amaohts of fall or onergyT 6 2•-41-4 YYon e.ltttAg leYrto] of energy, or reQulfe thr evglapechi of aW eourtee of ongrilyT t t, tt Witt the VIVWVIal *Wt ill a need for nee ,1!r,a'I • a to the rol`aY lug ut111ttea, in RA it 11 a Y,.r ' u./►YYtJ.ttetlwh"t ic+11,l.Pae N�c�1at..t,ia`Q 1�'1 heVVl he Nut MdnlW�tla, ' M In � I qA '.e: leuer or scut it tanttt Stltllt'Y ttilAltbi A1IYyT R6' %0 &to ;a r rater dralnape? twmzem,m r u.111 ` Hh �nnc(.vx vxt.•1t W, �V1 x4old asks end disposal? Trr ^n�i4 IIV (I7 BJLF1n IM9���1111 Will the #,,Pool nlvlt In the chat ion of�~�— any al l04Tiale rd or potential health Aasard (eecimdin9 mentvl MalehlT (ip) Atithep�'�`�S Mill this proposal rosmlt in the ams trveddn qt'..�. ... .. �_.__ or sieT mate or vier open to the pump,, or r111 tom prop,ap' result to the Creation of an aestAeticilly offend re al to mean to Pohl It v low t fr21.1rsS,Laa+ fir) )• q44 yl'a'•quentl will the propose' rmlull In in Impact upon the tY df atlstlnp rvcread oval opportunttimst k Mt9" MAygT Rom' LU (20) Ar ey y'o7y�1 rt will tole i- 4ant ari Ma1o91C11 Or hlstorltal mnM1 xltr. strwclvre, obJett or bullq+n#? TM i 11. SIwMATUAC I, tole onder119hea- state that to the best of my hnorled9a tit ♦cove Informed on Is erns and iomolote. It 11 vnderstood that the lead a9aniy may rt tntlrar ration,..o?v^on•e'9n1fican : that It might 1as4s in rtlianct upon tole CA to r y wl'Iful all, 0 ,tam tat or r/iIWI IaiM of f„ ) d any sets♦• ltclps4rn tenam inorld r part, Ore.Yti.ant, ..1 1 FINAL 09CLARA'r1ON OF NON-SIONIFICANCti Application NJ(s) a L,I,U, f714 F_n,-uuzronmental Chackliat No, a f»CF-671-80 �ecxipclorLof Protwaalt Proposed roadway Improvements (widening curbs and qutters installation, storm drainage to V. Valley Road) Proponent: CITY OF RRNTON CJ1 C Ors Department i ,n of Pro nal: E. Valley Road - S.W. 16th St. , S.W. 19th St, and S.w. 27th St. Lead Agency: Public Works Del%irtme.nt This proposal was rarvi®wed by the GRC on Docembei 1U, 1980, fntlowinq a presentation by Warren Gonnasou of the P4bli4 Werk! Ckpartmont. Ircorpurated by reference in the record of the pro,.eedings of the 6RC an application MP-677-80 are the followings 1) environmantal. Choc%list Review 'Ihoet, prepared by: None prepated. 2) Application: L.I.D. f114 7) ReCOMendations for a declaration of non-significances A. Engineering Triffl.: engir.aerinq Utllittos Engin"rinq Police builainq R. Uther Commantu ,rare attached) Finance sire Pl,inntnq ACtth4 as the Responsible Ofticlal, th• tRC han determined thla dw*varlopment ,x:+ea not have signI(1cant advarac Impact on the environment. An FIB is not required under RCW 4J.21C,030(2) (c). Title deCielOn WAR made after review by the load agency Of a omplate environmental checklist •tnd other information on file wi•h the load agency. : 1511cat+i l'1FS! r' ono r N1,01son, Ui a nq rch: wr cr on sr , .e�t p PlannInq I':: .,�: Fee,, e . :w,nnasa+r, u : c usr k Dire.-t.,, UA% OF PU8L1CAr1ONtDa,•uatbet w'ii 1480_ �.an ar t 1 t ft we NOTICE Or 1'NViRONMIMAL OFTERMINATION ENV1RoNMENTAI. RL'VIEW COMMITTM RENTON, WASHINGTON The Environmpt.tal Review Committee (ERC) gas isnue.l d final declaration of nun-significance for the following projectsl PR ' IM RARY FLAT RbpLAT ECr-b29-801 ica on fro pre nary a approval of Ultvu- lot commerc:lol subdivision (replat of exisstine Mastro Short glut, Short plat 252-71), file PP-11.1-801 propwrry located oa the south side of N.E. it., street appruximately 600 feet w+•st of Onion Avenue N.L. u o ty improveme=1'F!'(wtdaning curbs and gutters installation, htoris drainage to East Valley R04d( 1 property located on East Valley Road - S.W 16th Street, S.W. 19th Street ind S.W. 27th Street The Environmental Review Committee (M) has further issued a prqposmil declaration of non Yilgnif IcAnce for the f'ullawinq pro eCti 1. DAV1: bf»ST (I;CP-686-80) pip Ti..•au., for roaurtc Crum "G" to R-!, file R-125-80, to permit future construction of multiple lamily dwellingal property lucAted on the west side of 1'albut Road South approximat.ly 1,000 feet soath of S.W. Ilyd Street Subje.:t to the iolluwinq conditions lot prol"ed declaration of non-sinnifxaancut 1. Mitigation of impacts on existing and potential land uses of adjacent properties as a result of the piecernal davelopment of the ge. _ral area instead of a 9yatema!ic program of development . _. mitigation of traffic impacts resulting from the development of the potential projects maxtmum of 260 dwelling units upon the general vir1'iity, •:htch is to include a mile radius. This is to specifically include taiticating measures for the impact* resulting from the construction of a notthern access road linking the subject site with S.W. 4Ird Street. a. 4itigation of both on-site and off-site recrea- ttol.sl impacts resulting from thv potential a.•arlopmont of the subject site. Further information regarding •,.ii action is available In tits plantinq 0epartment,, Municipal nullding, Renton, Washington. 235-2550. Any %p"I tit LRC tettnn must be fled with the Peattr,l Exaritnet by January 7, 1901. 1ubji+i: .lt 21. 146t; Date I�rc4•aLrt 14SO TOl Marren (amnaaon FROM•. Richard Naughton SCNJLCt, P',Yuunt to Tunes A associates t Whim the Coma it passed the ordinate for int,,ria finenclug they pa a ..not to furod" SW),tttn" in paid ordinance. 'a,oks Iike Jones is out of luck t„r the tine being. RCH:pan ✓ONES YcamEer 1D, 19R0 City of Penton ?pD will Avenue Renton, WA 99055 Attention: pick Houghton, P.E„ City Engineer Pegarding: fity of Renton LID 114 Sanitary Sewer Pump Station Dear Dick: I am enclosing fo- your review and comment a memo I wrote regarding our meeting of PKemher 9, 19AC1, Please comment to me if you have any additions or corrections to this memo. Sincerely, JOKES ASSnciATES IRC. Frank p, f4, n, P.E. Senior Engineer foM/s0 Enclo Sure cc: Ed Rudloff, P.E., Project ,nager 79154 MEMORANDUM TO: "054 Phase 3 ., jPPEEN�T—O-NN FROM: FRANK MARTIN Yi DAIS: DECEWER 9, 1 0 SUBJECT: CiTY OF RENTON LID 314 SANITARY SEWER PUMP STATION i met 'od with Dick houghton and Don Mona, 'ian of the City of Renton regarding the above referenced pump station. We agreed to design the pump station for an ultimate flow in year 2005 on the following basis: 1, to n 'icy park usage of the land - 150 persors per acre. 7. Ave•ai- flow calculated on a 12-hour period. 3. Consumption - 25 gallons per day per person. a, Emergency provisions shall be for a portable generator unit. S. Overflow storage in accordance with the Department of Ecology. 6. City prefera a dry well unit. 7. The 100-year flood level is 16.0 feet. 4. City prefers Smith and Loveless pump station, 9. Telemetering is an unknown at this time as the City is considering new telvi"tering syster 'tote: The Department of Ecology does require a high level alarm, a low level alarm and a power supply alarm. The City also would like to know whether or riot the pump is actually operating even though the power may be to it. The City asked in to consider a direct lift and then a shailcw gravity main to the manhole. They also apprised me of a potential realignment of the P-1 nannel and Valley Parkway on the east lido. (See sketch attached.) This would be a width of about 290 feet and would revise our thinking on tributary areas to existing gravity sewer lines. Basad on this criteria : will design the pump station and force main. FDA/so ' r1 / i GG�a�•n e-� Lam© o �o Zp01 L • �/ ��y1Y j(n/�7YWI '\ .Le fry' ��� t w..4..... iU � � J. i d` \. Na 70 �_ v' So_ _—i a� ---'�—� �� ss� �� �' :; �� ,, Ut *IMP, T23 M.R 4[,41M O Ica lr4 ` l " µ'•Y�.rO�'.HYN y N ��JrN rY\ ' i,r NrMa.iMbM M .. y �, .rrya un i � IaY}fA MrS�(isi • ° . 31 '1 '� � •• • a � Y ' yin ao r � a �'N�••\r\xa rv.a wr w Y yr SBU1N W�LI �y.. St My r ✓aivE s December 2, 1980 Marren C. Gonnason, Director Department of Puhlic Works City of Renton 200 "ill 'venue S. Penton, WA 980SS Dear Warren; Last November 1 , at a 'aeetinq in your offices, we discussed the completion and printing of the geitechnical engineer'% report. At that time we agreed to proceed, and I thought Dick Houghton said we would receive a letter to that effect, On December 1 called Dick to Inquire about the letter. Dick cnnfirmed the agroeme, t to proceed, but did not feel a letter was necessary. On the basis of this verbal .uthorization we are proceeding to complete the soil, report as described in our October JD, IgnO latter, item A. Very truly yours, J09S ASSOCIATES, INC. fdwiu ,I, Pudloff, P.E. Project Manager EJR/so r oote * o' Mli A. 'N, on of hae ■. Puhi�L � "� f �rl1Ri �,..�. 4�•IW HI Mow hNl. /N N- ,�./!N. PI �f M.ro- h-p~ fIf 4 *.oumm T.1. ppNNe/. Mffar. !!N.l+ .roel.i f f.", �_ p! to wHq, NI! *WSW ]9154 • Cf1] ✓GNAW November 19, 1980 Warren C Oonneson, Director Department of Public Works City of Renton 200 Mill Avenue South Renton, Washington 98055 Dear Warren. In my November ], 1980 letter to you, I suggested an engineering study to establish which of several 4iternate methods for providing sanitary sewer service along 19th Street between Lind and Raymond would be selected for final design. further reference to that study was made in my letter of November 14. 1990, On November 1], a meeting was held to further discuss this matter. Present were: yourself, Dick Houghton, John Walton and myself. It was decided that: 1. The existing temporary lift station at 19th and Lind will be replaced with a permanent lift station at the some location. Z. A force main will be constructed from the new lift station, along 19th, to the existing gravity sewer running northerly in Raymond from 19th to 16th, 3. No gravity sewer lines will be constructed in l9th wait of Lind Avenue. The decision- made at this meeting eliminate the need for the engineering study with exception that it is still necessary to establish design flows for t,, permanent lift station, On November 19, Dick Houghton telephoned me to dis,�uss this. It was decided that Jones Associates, inc. would establish these flows and present them to the City for final approval. it was also decided that Done. Associates, Inc. would verify that the existing OkL�jY OWMMVNIwv,.-. eai«vxn w4 wxm.. .�.w•.w.. -gray Mr. Gonnason • -2- 0 November 19. 1980 gravity sewer in Raymond Avenue has adequate capacity to accept the proposed flows from '.he lift station. We will perform these studies on a time end expense basis under Phase 3 of our contract with the City. The actual design of the lift station and force main will be Performed on a fixed fee basis under Phase 4 of the contract. Please contact one if you have questions or comments on this matter. Very truly yours. JOKS'ASSOCIATES. INC. Edwin J. Rudloff; P.E. Protect Manager EJR/d,j1 te*w 0 ta: 1. le• V LYMAtrr P. Hauyhton '"7Y i, wfil!•Ms U. Aiillar J•al. P, N•laan nth.•r CM1N. A.AArN -- .��• �YPJPU TJNI MA N14•A. .TONES November 14, 19P0 Warren C. 8onnason, Director Dept. of public Works City of Renton 200 Mill Ave. So. Renton, WA 98055 Dear Warren: On November 12, 1980 a meeting was held in the Renton Municipal Building to discuss the oroposed improvements on S.W. 19th Street between Lind Ave. 1'.W. and Raymond Ave. S.W. Present at the meeting were; vourself; myself and John Walton represertinq Jones Associates; Pa-0 Chisdo representing the Austin Company; and Del 9ennet and an associate representing the owners of a 30 acre parcel frnntino on S.W. 19th between Lind and Raymond. The discus- sions and decisions reached are summarized in the follawino paragraphs. 1. Water main - We are presently designing a 12" water main to connect with W exTiEing 12" main in Raymond Ave. The purpose of this main is two-fold; to provide local service and to con.plete a ma.lor loop is the system to provide adequate area wide fire flows, it was decided that the city would verify the reouirment for a 12" line and would also indicate the requ' -ad size of a water main to provide local service only. Jones Associ- ates will then calculate the incremental cost of providing area wide fire flows and propose a method for assessing the two components of the cost of this improvmeent. We will provide these service on a time and expen^e basis under phase 3 of our contract with the City, Street - There was considerable discussion regarding the need for, and the cos V, street paving between Lind and Raymond. it was decided that Jones Associates would proceed with the design and drafting of the embank- ment and paving improvments for 19th Street, between Lind and Raymond, for Inclusion in the contract documents. As part of the final cost estimate we will segregate the costs of these improvements for consideration by the affected property owners. Then, if desired, we will delete that portion cf the project by change order prior to giving the contractor notice to pro- ceed. ones Associates fee for this design will not be reduced as a result of tht deletion. 3. Sidewalk - Jones Associates will proceed to design and draft sidewalks as desUTSee-rin our October 30, 1980 letter. At this time we contemplate sidewalk only on the north side of loth Street between Lind and Raymond. eM"D prtii ;� L'sF0 :na woerwu.ww.• au�awa,aw iww.• 'awWr«s+ ' f � War,, Gonnason November :4, 1980 Page Two 4, Sanitary_S_e_"rr - The a was considerable discussion rega^ding the need `Y for a gravTEy sewer to 19th Street between Lind and Raymond. Reference was made to the engineerina study we proposed in our letter of November 1, 1980 indicating that decision on this matter would be made upon the completion of this study. we are assuming that you are authorizing us to perform the study as outlined in that letter. S. Storm ,T,It qe - After discussion with the property owners present it was c eal—'r fFaT'1' Tr desire is to size storm drainage pipes such that on-sfte detention is not required. It was also clear that they wish to intercept the flaw passing through the existing box culvert under Highway 167 an4 tight-line it through the proposed storm drainage lines in East valley Roai and 19th Street. We believe, subject to analysis, that theca flows would not be additive because of the time variation of peak flaws and that a pipe system could be sized to convey or, y the larger of the two flow components. We wi it perform the necessary ana iyses to determine the flaws and required pipe sizes; determine costs and propose an assessment method on a time and expense basis under phase 3 of our contract. Upon completion of that analysis we will present the results for ronsidoration by the affected property owners. 6. Traffic Signal 16th and Lind - After the meeting you informe,! us that the Au sM bnpany now es res o have a traffic signal iostatlod at the intersection of 16th and Lind as a part of L10 No. 314. We will design a signal for this intersect .,,n. to be bid on a separate schedule so the cost can be readily identified, and calculate a special assessment to be levied against the Austin Company properties fronting on this intersection. Rerause of our mutual desire for an early 1981 advertisement and contract award it is essential that this project proceeds without delay. For that reason, if we do not hear from you by November 21, 1980 we will assume that you concur with the foregoinn presentation regarding the discussions held, the decisions made and the basis for proceeding. Very truly yours JONES ASSOCIATES, INC, Gam„ t Edwin J. Rudloff, P.E. Project Manager EJR/js /�1�,�::��►..:-sk. wit �yt.-+� �,,..".. a.� /'1 LS � . k;Yr.-f WA/.frn Sin 1�4 N,� 1c1 .> V13 C.. ,.*j►te * * V Low p, 1ultAitt A. Niu Atm �' ), Aitllin► D. N31f►t Jean w. NO Iion 0(M, O A. �h l.h rwu, Wat% '"''"7"" wdwko �Nvf{Y {{1 "",1 i"A' N"If {44 ,+..�. PNNN NRFPnN J., q i.y'+.Ivre TO, HINAsf{aR {4+((+1 PNP{N iNs({7 nPy1a, I" Yy Mtltp►. At"PA• • � 79154 JONEB November 7, 19A0 Warren C. Gonnason, Director Department of Public Works City of Renton 200 Mill Avenue S. Renton, WA "055 Dar Warren: At our October 24, 14AO meeting 1 mentioned the possibility of pro+loms associated with the proposed gravity sewer tine flowing westerly trom 19th and Lind to the Metro interceptor near the east boundary of Longac Tees. These problems are: - The extremelv small head available (approximately 4.9 feet of fall in a 2,340 foot horizontal run). - Entrance into the Metro line below normal operating level causing backflow into the proposed sewer, - The possibility of the proposed line being higher than the proposed invert of the P.1 channel at the crossing location. At that meeting you instructed us to study available alternatives to the pro- posed design to determine costs of the various alternatives. We propose an engineering study to determine technical feasibility, construc- tion cats and life cycle operating and maintenance costs for the following alternate solutions: t : The presently proposed design, AbanAon the existing lift station at 19th and Lind, construct a gravity sewer flowing westerly along loth Street extended to the Metro line, construct an inverted siphon under the future P-1 channel and enter the Metro line at the elevation of tM+ existing stub-out, 2. Rehabilitate the existing lift station at 19th and Lind, coast ,ct a new force mein it L nd from 19th to the P-9 channel and dis- charge into the existing gravity sewer flowing southerly along Lind Avenue then westerly in 27th to the Metro line. Provide gravity sewer service in 19th flowing easterly from the P-1 charnel to Lind aid westerly from the P.1 channel to the Metro line. M %*Jft Nov 2� Y)MNOnTHUM WA,• NEI,P Wl WAxev^, ,M e•. Y,n^ Warren Oonnasai November 1, 19RO Page Two J. Rehabilitate the existing lift station at 19th and Lind, con- struct a new force main in 19th westerly to a point just west of the P-1 channel, discharge into a gravity so.tr flowing westerly in 19th Street extendea to the Metro line, discharge into the Metro line tht ugh a drop connection. Provide gravity sewer service along 19th beUatn the P-1 channel .A Lind byy constructing a gravity sewer flowing easterly to Me rehabili- tated lift station, s. Abandon the existing lift station at 19th and Lind. Construct A new lift station in 19th Street extended just test of the P•1 channel, rnnstruct a gravity soar flowing westerly in 19th Street frna Lind to the new lift station. Construct a gravity stwar alum 19th Street axtanded from just west of the P-1 channel to the Metro line, enter the Metro line through a drop connection. Provide sufficient head at the new lift station to enable pressure flow under the P•1 channel and into the ravity sewer west of the P-1 channel, 5. Rehabilitate the existing lift station at 19th and Lind. Con- struct a gravity sewer n 19th flowing westerly to the P-1 channel, construct in i,ivtrted siphon under the P-1 channel, construct a gravity sewer in 19th Street extended flowing westerly to the Metro line, enter the Metro line through a drop connection, Pro- vide sufficient head at the lift station to enable gravity and siphon flow westerly to the Metro tine. These alternates are depicted on the attached sketches. Our study will address the fallowing items; • Alternate methods of servicing the properties fronting 19th Street between Lind and the P-1 channel, possibly eliminating the need for a gravity sewer In this location. • Sanitary sewago flows generated by the existing and planned develop- ments in the service area, to establish the hydraulic parameters. • Sufficient preliminary design to determine the techi,lcal feasibility of the various alternates. • Construction cost estimates for eaca alternate. • Opera ion and maintenance costs for each alternate. Our hidings and recommendations will be presented in a letter report for your -.onideration and selection of the alternate to be Incorpurated in our final deign, Warren Gonnason Povemhar 7, 19A0 Page Throe We Propose to perform this Study on a time and expense basis in accordance with (Olbit "C" to Our ^ootract with the City. We suggest that a buoget of M AO he astobli• for the study. The work can he performed under one of the existing tune and eyoonse phases of the contract, or the contract could he amended to create a s,acial phas♦ for this work. we are awaiting your instructions. Very truly yours, J^MES ASSMIATES, INC. Edwin J. Rudloff, R.E. Project Manager I'JR7an I "I A VALLEY PKWY. (PROPOSED) ALT. METRO INTERCEPTOR !/ / �Lj L/�TT/n �- Riwo✓c er�s%� -�.+ Hl�� /�/f tom.-a✓.Ly Slut[' f : - i • I p ' AVE. _ —---- sn +s� VALLEY PKWf . (PROPOSED) il � 11 tt 111i1{I� I - - Lit= �IHll�ii ItiHl �annn iiiliinlll iiiil Iliiiillk �i1i!!iH l�lAli lilflilii' `, �IliNii�31i IplNlllilllii ittir''` � � VALLEY PKWY. (PROPOSED) RAM LIM.; t ■ ilIlltllllI flumillul111 IIum Hillllll m 011110111111 111111H1i II{IIIAll4{I ilillllllllllll MIIf11111' 4111{IIII AIUIlllfllllll 11141''" HIM 11111{I{IIUi _, _ �Altli {tuuuiu�E�n VALLEY PKWY. (PROPOSED) /I no A ///I/IIII/ I p`�- ' ' METRO MITERCERTOR I�'.rIe4G EX..��.s1 L,Fib .S�iip/ian 2.G.c /7 Sftxr�a Esrsl S.✓e P1 3_ �.Cl SfAr�icn .i A Fo�cs /IA.n � WPs'� S.✓e e r I"Y _ r n ' o AVE. S.W.7 ' _ 1 ' � ��ilillliltlil r1 I i i —_�---- 167 �' 1 UIlIl1 - i11lliiil a IAIOtflllltllllflfl111111i11 uu�ri�� Illftl#I Illl��ll� Illfillili -- tlttlllllll111IIlIlfl(�li�� �N��I111� � 11111fifl(INt IIIIIIHIItII Ittllllliflllt �uaw �! 4te lu. C, l•• N• Naa At un '�` !, la�•re tt. tgl�•r J. nl illu. N. N•leun •^-- J••n 'N. 4aAl.h Ot A•r NYOyr H�nAMN \aUNCT feet" rar4t ri.t 0" r, "O"A2 ^.i..1- +.r .r •..try hl. rMrxJ, ,ate* •. to P. lir P, ,bul1lIhtin � P, 4w►irr N N1 Uer Jiin�1ll.Mr "�- •l on 141: bIPy+APniwn �� wutar �'� y`�y i1YRp 1N Mlsfr A.nR, .�-� iN4 MI titAM, •..._ 7NY ♦IyPM UY o.p.Y �� f1� Y 4iliw ✓KMIRY. 1154-a ✓O/VIFN November E, 1980 Warm" Gonrison Dirrctnr o Public Works 200 *;11 A nnue Renton, 1N 94055 ear Warren: Reference is made to your letter of November a, MO wherein you questioned the necessity of a formal soils report. We do not agree .hat the completion of the soils report is an unnecessary expense. On the contrary, we believe that the money spent on this Jfort will be repaid many times as a result of more Intelligent bidding by the general contractors. it is our practice to reproduce the st i% engineert report and bind it in the specifications document. This offors two distinct advantages: all soils information is available to ail bidders, from which they may draw their own ronrlusion% regarding subsurface condition%. claims for encor•ntering unanticipated subsurface conditlont are easier to disallow, since the bidder had access to all available information. In an areas such as the East Valley Road Project, where subsurface conditions are generally known to be poor and variable, bidders will be extremely cautious in the absence of specific information, for that reason we consider it Imperative that the findings, conrlu%ion% and recnmaendationt of the soils engineer be formaltted, published and be made available to all interested parties, We respectfully request that you reconsider your decision on this important matter. Very truly yours ,ZONES A550C1ATES, INC. t Edwin 0. Rudloff, PA. Project tanager EJR;Is 1 r:q y,e a.+qa,• My {o...• %+Ref. a w„ ote * 0 NIa _.__ �. w 1 �.. R. I,wYvtf 11 = Other �.. fMM Mllyw 7K- "Wet? N.Y.IM W NNl1 bN. Wes. 'NNN Nat.", fH 1r p.MbH f.1. 4fH.H o. ..11.. tNt.N .NHYI NN.1 Aft Yy awat'at s 2N! .Nr a.i+wNlN. 0460, Yh/W. OF &y, , THE CITY OF REsNTON PANRMP• r CM1NoOCN, lIAYOa GVgN f MMnSWII DAKIOa a rtn►nCr gt1Wlt7Yllnr 'rP ret Sorratbor 3, 1"o M K 9 p M � +, � i tt •'I .,,,,, Tot Mayor ,ksnpoch Ftromt Own Mxrwhall Mo have• r%',-1vPd 11ne t l) nld on our prollminary f inamvnit for l..t,p, 314. It would hw my amWottfon lhat at th,+ iimr wo ara provarinot to qu for vonmtruetion hiifa we ret t irm coMmittmvnt for tatortm tinanrinK twforl+ awardina th, rrn.t rant 1.1n •.1nt rant . In thv ovent we! rouelvt> ti•e uldo tmno aov of tho bank& lhcre• i•.no altornato wav to fund thlw projort. ato ih.• vle•ctiaR aver, thin bank^ may look MMerr trvnrahly "n music ipal funds but al tht pt•r..ont thox arr nw i, o i n .,ii r mm,." , C or1G."t, 3�S Copt4.s �c G�ic.,t...1 �ntS.i n...•w;,•., E,n Utx�r,� Seri r CITY OF Rk WI, WASHINCTON ORDINAHrE NO. W) ,.. A:; OHDIXANCt: AUTHORIZING THE ISSUANCE AND SALE OF T:tICKEST SEARING R ysm WWANT4 TO U DRAWN ON rs,F.'•LOCAL IMPROVEMENT nlWD, DISTRICT 1W 114" ,po vlrr MINDS FOR THE tNY'l•RtM FINANCING OF 1nN OF . .PtTAIN IWTQV IZbT.4 TO hE At'01,IREG IN LOLAL I1D'RDVRtZ" DtSUICT Nn, 114. tiSUAS by Ordinrnce No, 3396 adopted January 21, 1980, i• + t',•,tnctl „rdered the construction and installation of p.tn.tar, ,eewets, water gain, tire hydrants;, :urbs, ,cutters, ttidewalke . «trovt 1,1 ^`,t1nr, and all necessary appurtancea thereto in the vicinity ,,t ; ,k.o L,,; la,, Hiuhwav and S.W. 16th St from SR 167 ramp nnrtheriv an, q,-t, t„ j,ind Avenue S,W , and established the "Local Imn.,• r,..in" Ford, District No. 114, ali in accordance with Rr,,=i•,tt •n vo, . 729i adrpred by the City Comet on Jul 2, 1979, a� ahe^a,t,d by kn+,,lution No 2299 dated September 24, 1414 creating ,,vacant utatric• to 314, i:lttwiS People„ National Rank of Wrshifirtor Renton, Wnsh. , ha. .tot,-,•,I •,• 1• tr hssa. revenue warrants to he drawn on such fund bearing tn,ree it bo" of the provAlliny prisa note of Heoples hank at the tt^, tl.t1 take dram. Now therefore t1 Y COUNCIL OF THE CITY OF RENTON, WASHINc,Tt7N, DO +'1H"IN Ah t,tLLGWS.. 'IXT10`11 The Ctty hereby accepts the offer of peoples aii tak of Renton, q,%%hinitton and the City Finance Director I+ "re :tu"horlaed and directed to issue revenue warrants for intrrin tintincing of the imDrovesents to he constructed and installed n `..ova' lrnrovament District No. 314. which warrants in the nr .:•,.i,•.: dm,•!,nt of not to exceed $600,000.00 arc to he y "t ,cal improvement Fund, District No 314", hearinit 1- tour.*xt tr 62R of the prevailinH prime rate of PsOrlea Bank at the If initial take down and delivered from time to time up,n pavmant therefor, to Penpie+ Bank, Renton, Washington, YASNEO NY THE CITY COUNCIL this )rd day of Novemher• 1980. e ore■ . -Rena, y rrk \f°PROVEr) BY THE. MAYOR this Ird day November, 1980. Sd 0 oc . avo r` t_, t ..., ''tt,r•,t , i'lio- 1t n.rrry CtTT 9. /lf•'J. /M[ •f• Cry [/flfOl'ufl lT►TJ/ fl•"' ft" llicom .y 1WI Ovals/ Cte[tl tl+CtlC/ 10. 1VS we* »I [Jf.itl'r Itllfflflk .I[► ►CYO .t.0011f' OCKftf i7r .f►•9"i.'t). [••l•/ 1.f 911CVNf/C4 .CC. fk/IC[ ry• » 1» K of M [..L 1r/1. t.N/T•A., M[. as t/ f// M f/ /l f.R![ ./ / BE" ". 1f NI go so so .1/ al• A[J/fq[1 l••f/•wl ►I• 10 Nt If of M Calls"Wltl no,f/.•ff fN.w•K• ry• \f N/ It .aS I.Imw Cf/1.CC.I./ Ito t/ /.t it K /f Cp/f.. 11" �l+ to /.l M M fl p1M+ a .' ry. t/ Nt !f K f• WqL/w 1Lf1 ACTIVITIES ry• t/ Nt N M " Af.KVI/t�.ia' "Aat. is Nl f. K to 11 VS JTa t'tlS e(1119/119+ no 1/ Ni l/ A >• "AR MT ry• 1/ NI It " >• IIA/itl as. // NI tY K AS / ft• to f•I if 1/ >• MiK{M ►f. 10 Nl P. ►/ if JTILl" .O.+S1.CfTf #I• if 9.1 N K >♦ T.IfI..L•.1.EX9"1.r OCR.f1. If NI AS K ty sl. 1/ f.t AS f/ 1f 1110E-6b•/ ►1• If NI 6) K /11 11lflEr LIM11.0 f1. to 9•1 6• K 011 l.arvic C2.14% 29VICSS 71. to NI Af K " tl f.0tl pact AtfIP ►I• If f•I 10 Sf 00 w.V1t6S Y[.[`ff.EYI CE.•+'-•Y"� at. 111 Nt •I_ K so '60/14Tt0. ►l• to Nl 1 •6 10 .ala/.f ...�/ 1f. 1! f•1 ') 9f N C... .X.1). .}1N1Tra ,. .> a•.vnn t..ra.s sfb 1f )N.7f 6.sf..6b ' f.►.an ST. f.3.110•117 • Vytl Nf ')1h SN K AS% >a if )11 [tl{tl ..rVD .A.M;•ST .10 CGW"6 N•6//.fK•1f I/•H►.0.r•4f )1/.t►f•1Y 14,6.0.01.06 woo rOrK • • r *,te * MtkCt1Y• Tn: V. tw +bret N. lhYiiAtun �ltllM! ` b,. Mlllrr Jtan N. polo Other ItlM� MN/YM .waNcl. 4014" "0 "Pert b"f. ��lIYIr iM1 Mt... ♦MEIN "tFMN ffY M ItYt�erN. rNt Y►"NNfrI Yltt"t. hfNatr lNfH•S "Nero. !ft YN fffff*$ of, 044, teflMAtrt. hit. N 44, .r�►nre: October 30, 1980 Marren C. Gonnason Director of Public works City of Renton 200 Mill Avenue South Renton, Washington 98055 Dear warren: As we discussed during the meeting it our office on October 74, there are several issues which need to be resatved before we can compiate the deSigns of L,I.D. NufAer 314, This letter will list those issues, and our proposed courses of action. 1. P-9 undercrossln of East�!All�ey Road. Since the uesign of the ou a ton ro s rut ure o7�� eaetention pond east Of Highway 167 is no longer part of this project, the design discharge for the P-9 channel is u4nown. We have requested certain data from the Soil Conservation Service which are needed to design the under• crossing, in the event this information is not received promptly we will have to aurae on certain assumptions for the design of the unlorcrossinq se Lde project Is not delayed. At this time we have deleted all other features of the regional drainage plan on the assumption that these features will be provided by the Snit Conservation Service, In the event the SCS project is not constructed, the C'tv should be on record that the storm drainage pipes to be installed in east valley Road are not sized to accept any drainage originstinq east of Highway 167, These pipes are sized to carry only the undetiined rainfall falling directly on the roadway, and thr, detained rainfall falling directly on the properties adjacent to Ea-477i7ey Road, P. illumination. We are proceeding to design illumination for the en re pro"j'ett, to be bid as a deductive alternative in accordance with your December 28. 1979 letter to the Mayor and City Council, In the event the Illumination is deleted :ones Associates fee for the design (Contract Phase 4) will not be reduced as a result of a lower construction cost. 3. Sidewalks, We are proceeding to design sidewalks, to be bid as ave alternate in accordance with you December 28, 1979 letter, n Marren C. Gonnason October 30, 1980 Page Two We propose that sidewalks be designed only fnr properties which have bee+ developed to the point where curb cuts and the need for extra thickness sidewalks under driveways can be identified. This will eliminate the problem of developers having to remove sidewalk to replace it with thicker concrete and will also eliminate the proulem of sidewalks being damaged by heavy load during development. We suggest that all sidewalks within a schedule (A or 8) be tons'ruct- ed or deleted as a unit. By doing so, the bidder will have a firm quantity �o bid a and the best price can be obtained. Similarly to illumination, Jones Associates fee for the design will not be reduced as a result of a lower construction cost. a. S.M. 27th Street Alignment, As we discussed on October 24, 'he LtEyll'r's tfle'h tFe Foslt-i3n that the proposed alignment of .,,. 27th Street from Lind Ave. to Valley Parkway will not he chenged and that the SCS must modify the alignment of ' # P-1 channsl to arcom Ate S.M. 27th Street. S. Si nal'�c ltatlon, We have deleted all signalixatioa from the proiect. a7—To plan to provide conduit for future signalitation at the followin4g Intersections: East Valley Road at 27th, East Valley Road at 19th, 16th at Lind, 19th at Lind, 19th at Riymond, 27th at Lind and 27th at Valley Parkway. Where a new street Inter- sects with an existing street we would provide conduit only in the new street so that existing pavement would not be rut, 6. Pavement Structural Sections, We will, within the next few days, sine dri"WN a"fip-'icting our proposed pavement sections for the various streets in the project. Your prompt review and fommient is essential, since changes in the pavement section will necessitate redrafting the centerline profile on a large number of drawing sheets. 7, Side Sewers - East Valley Road, The data presently available t) us—iiidicales that ide towers were not constructed to the east pru- rrty line when the sanitary sewer was installed in East Valley Road, we propose to make a thorough search of existing information to verify this, and if so, to design side sewers to serve the proper- ties on the east side of Cast Valley Road. H. soils Re rt. Attached are copies of two letters pertaining9 to Trie FTn of a format report documenting the geotechnical investi. gations per ormed by Converse ward Davis Oxon. We propose to author. ice CMDD to prepare and print their report, with the costs to be billed on a time and expense basis under Phase 2 of our contract with the City.. Marren C. Donnason October 90, 19RO Page ''ree tnd. to _R�yaond. Ne will attempt to arrange in early mimes n w T�-DeT�enne-tf Any Austin Company to discuss their desires to construct 19th Street between Lind and Raymond Avenues. Dspen;'ing on the outcome of this discussion we will either complete the design of this street or delete it from the project. In. S niter S�awar - 19th Street Lind to Netro Interco tor. As we scussM on Oc— T,-'t�ri�are sever—Tpo�ML1e�Droblems associated with a gravity sewer in this locatton. We will list these potential problems and possible snlutions in a separate letter devoted to that subiect. I realize that this is a gthy letter covering many items, however these issues must be resolved berore we can establish a schedule for the completion 01 the project. if you do not concu with our proposed course of action on any of these items, please inform me as soon as possible. Very truly yours JONES ASSICIATES, INC. l Edwin J. Rudloff, R.F. Project Manager E JR�,is � yf COM<UL T/N6 October 30, 1979 Warron C. C,onnason, Director Department of Public Works City of Renton 200 Mill Avenue Somth Renton, Washington 980,,.S Subject: LID 314 Dear Warren: Attached is a letter from Bob Pride of Converse Ward Davis Dixon, Inc. outlining their cost overruns for the geotechnical investigations fur 11U 314 and their cost estimates to finalize recommendations and complete a formal report. On the basis of the facts presented, 1 believe their additional costs are justified. 1 first mentioned the possibility of a cost overrun on the geotechnical investigation at a meeting in your office on September 14th. At that time we rkcided to instruct the geotechnical consultant to delay the preparation and publication of a formal report until the LID had bean created. When tho 110 is created, I trust you wiII authorise these additional costs and the publication of the formal report. Please contact mr• if you have Questions or conmrnts regarding thiN mdi.ter. Very truly yours, JONES SOCIVES, INC. Edwin J. Rudlo rf1 P.1 . Project Manager EJk/so Attachment T,N I,nArNM\r1 WA\ •A,,,,VY, WA,1001 •rNb�a�,i,x.F M ` r t:o�rv�:�,{�rcfl�� vis►7rx��� C�q°rhnkMCanaaaMt �C•�► 17R1 tytPWm.hon �t Y„r fwP111P,1YPMxnign.MIN f,� teMid.qc t4a N.;.-hf0 .fps y^ 0ulober 22, 1979 J l Jones A§aociatc6t Inc. 2700 Northrup Way WAahington 90001 Attention: Mr. rd Rudloff Subjects project NO. 79-517(1 interim Status Rapo-t on - OCotechnical Investigation 1.10 302 and 107 - Faat Valley Road, S.W. 19th and S.W. 27th koad Luprovoments Renton, Wanhingt,on IXAr W: Au of this date, our total fee including outside Contractors is $73,622.99. Thin includes $749,04 for traffic. control which we hud assumed to be provided by the City of Renton. we have essentially complotM our scope of work as outlined In our 11101VSAI dated August 17, 1979 axcept for submission of our formal report, our findings asd reccoallAndAtions h,\ve lw^,n distmahcrl with you at two s�rainga And trans- IPit.tad in two letters dated Soplrmhcr 28 And 0ca otmr 5. 1979. Thu original estimate rungr,i frr+n $1R,350 - $21,100, not including any sent of traffic Control. W. estikN;to th,11 it will cost An additional $2000 Lo $2500 to tinaliae our trcYAmnrndat ion'. And ccapletc our formal rel ort, not including taldi- tional AnAlysls or Consultation. Thus the total cost of the inveetiga_ tine Weald Ina npprcximdtely $25.E00 to 326,100. This total oxverAn our original ostimata And is due primarily to excavating additional teat (+Its, drtlilAtr rl»Apnr l.nrf ngs an<f incrrdsM t1w* for AnAlysiu to evaluate, „evrt Al Cv„rl.rY and pav-fvnt Al tut..It ivos. At yOYr din•utiun, w.- will pleimro our formal rrrurt upon rutmipt of your notification to proceed. If you have any questions concerning this letter or A-ed further clarification of our charges, plsaw rxnrta0t Ws. Very truly yoars. VVERSC WAnt, hAVIS UIXON. INC. �. ta,bart N. pride TWA Senior Vlee ktcnid:nt Cabb'" son A mays of CenNA.—J.va,sp tt. v.i+\•i;...,t n AA++%a"erblatlevse,Mc. ren.Prxe YaaW .Ms, fA �a 29154 •6tOf L,IV iN, October 27, 19R0 Kieth Busch Soil Conservation Service, USDA Room 360, U.S. Court Muse Spokane, WA 99201 Dear rielh: As you know we are the design consultant to the City of Renton for the East Valley Road Project, L.I.D. No. 314. A part of that project is the design of the P-9 channel undercvossing of East Valley Road. Would you please furnish us the following information: (I) The geometric details of the P-9 channel in the vicinity of East Valley Road, including channel dimensions, channel profile and the coordinates of at least one readily identi- fiable point. (2) The uesign discharge for the P-9 channel, including velocity, water surface profile and allowable head loss at the East Valley Road undercrossing. Since our completion of the plans and specifications for this project is dependent on this information, we will appreciate ,your prompt reply. Very truly yours, W SSOC.3�TES, ,tINC. Edwin J. Rudloff, R,E. Project Manager EJR/so cc: Warren Cannaten RtWVeu OCT L510 ' e BYpa N4`M tl,\'PN♦•• eC1laWN.Wa alaaa� Na11ae1 aNt 'te R.. l n�11ruA i.N onoUnTn ulT�lNl pwlwr A� I nUM. YAIIMn r' WRJFCT NrIM �YJ MpJfl /AOI. _� Sa• N �� RaYH RRI If 1YM. �� INrAN NRpalle fe1 ny Iihu111N //� hb gprepn U' uHM. INMN 12u1A Np11. 7 Pilo. wllln: , rTHE AU STI N COMPANY a.wet .w�.."as ,,,,, .,,,,,,.., eaflOMf Nf . t 1 "t"e .euLLOaff tYs 9. .a N w Mans November 19, 1990 Mr. Warren G. Gonnason, Director Department of Public Works City of Renton Renton, Washington 90055 Subjects L.I.D. 114 Drainage Dear Mr. Gonnason, Several days nqq, I asked our Civil Engineer. Jake Fox, to contact. Jones Associates to become familiar with their plans for draining the Metro Industrial District property along the west side of the East Valley Highway and the north side of Southwest 19th Street to the intersection of Lind Avenue Southwest and Southwest 19th Street. His first contact revealed that, as of November 17th, the P-9 channel under- crossing of the East Valley Highway is included in L.I.D. lli. Assuming that this report is offiai.al, we will be very pleased, and I would like to ask you to keep us informed if the P-9 ehannel undercrossing is again dropped from the L.I.D. Obviously, we think it is very important. Beeu79ards, l/ �j a l S. Ch ado Vice President and District Managar PHCtdt Nuu1VCu Nov n t;. • s ,0e* • O im Y lef P, Nl�j ltRr�^ -L. p tiwlttt �• hIbJ�A �—... QIAer �c, pWM WWJI" �..�. PMII MJ ptMM ��,/4HM ptrr.•. , , V ,y, Orr ��� RMNM .N„1i pplr ��., Iaa IMP y�••MIYr\ .ff11fF • . . ��+++ tiM,N Wit'.ttWRt7w lY.,wNa L LN O.,'Cte JM{M t�•iMLMa. rifiLtf twbhw• ROOCa{a BMaKILMM.i.ax+eawct GAT \MOCK x t,r` f .•.VO aN •rfYN•ff •1 At rMi VeM eYKe+Mi Mrl f 1tM�MM f•Y W�• Bt iTTL{.YMaMN1eT0M e"r {1�.S°Va��'s`l�ii tat J6N ettrere aft fVINiMt44i Y {Y!f(iai aWt i�+11i+11�. Nci al1Mb atilN • +•• '^'•• ara.oiaec awns eelOa iae tN.{ fp iO T� lMgN t1,t• iwcow. �oN•�aiit�N• ...' bl\Jft NNa i Nww ya•r oB «•..w•:am., ... a oct.obir 6, 1960 •uH.' t M�n Mr. Frank R, Coyne Executive vice Precidentt Finance and Administration Burlington Northern 176 Bast Fifth Street St. Paul, Minnesota 55101 Via Telecopier Dear Mr. Coynea we have your letter of October 6, 1960, and enclosures. We enclose a copy of form of letter of credit to be used in connection with that agreement which we are attaching to the agreement and circulating for execution by the underwriter and the City of Renton. with respect to the limitation of the amount of the letter of credit recited in your letter, paragraph 4A of the agreement sets forth how the amount of the letter of credit is calculated. In our view that provision in the agreemant would control on this issue. It you have any questions as to how the amount is calculated, please lot us know. Very truly yours, ROBERT$, SHEFELMAN, I.AWKENCE, GAY i M001 W. Iiiam N. Appay WNA1mbe Enclosure cc% Mr. Richard Kennedy Mr. Warren Gonnason✓ f�OR Mr. W. B. Bennett �, Mr. Ralph Hamilton 4"1 Mr, [tdwin Rudloff Ms. Rebecca Bogard F.fM.\NtO..fl i.f iYpy4if ii firm • i.,twif.11 r`Y,. •r. R)w{!\xiY.•i♦..,•.• ••I f,w •. % i BURLINUTON NORTHERN FRANK it COVNL 11B Eat Filth Street LxeculM Vuar Presndszn •Finance St.Paul,Meewote 56101 eM Aammuslretnan letephony 16121 2"2"1 October 6, 1980 Mr. William N. Appel Roberts, S6efelm n, Lawrence, Gay 3 Wche 1818 IBM BuildingCt �^ Seattle, WA 98101 fa�'Jo` Dear Sir: Frsclosed is an sVto ment between the City of Renton, Glacier Park Company and Seottle-Northwest Securities Corporation providing for financing ',r certain improvements on Burlington Northern's property at Renton, Washington through the issuance of an irrevocable letter of credit for the account of Burlington Northern far the sum not to exceed $1.235 million for the tern of one year renewable through the sixthanniversity of the date of the bonds being ,wed to finance the sewer, water and utility project. 1 have executed this agreement on behalf of Glacier Park and transmit It to you as bond counsel for the City of Renton , Local Improvement District No. 314, with the request that you have it executed on behalf of the City Of Renton and Seattle-Northwest Securities Corporation calling on Mr. R. Kennedy of that organization to do so. If you have any questlont about this, will you please contact me at (612) 798-2500 1 had a telephone call today from ". Bryce of Jones Asoociates who Indic sted that there is some urgency about the processing of this matter. Sincerely, � �— A--.- _kA� F HOcd Enc. cc: Mr. .1. R. Severson Director Roperty loxes Mr. Ben Bryce, VP rinmce Jones Associates, Inc. 2700 Ncrthup Way Belleview, WA98004 ote* @ ' PP(e ia: V. (e1 ►, tu�hlr( P, NouYY oh 11 J, rrrl(11Inf "` n Nti1 Other P. iNiPnn Other /Ita ►uhkh r — tPd( *,$law Al" IIV(" pf nB"4 dln/. III f. MFH Nd NNN. ►MOON MI►IYI# f10 n1 #qu IYN. PIY• 110rgIrIN 411(,Y. P""" IIIIti7 MIIr1 TIt YI Nlf lwr. /(t0. P11MM BURIIIaf.TON NORTNERN 20P CN+ue�run+Thq 610 ThwO A.Mw. 5wtaa.Utsf.mw"104 PRt*tNTV IAX tAPARTMENI 1 a I MB. TMlllew �. h/Pol Mebane, MIBIdIBMr MY Maoh "a IMB Bd1i�a� rIM►eato. tMrB►lytaw M101 Sol Moor MU I is rooMNro to VOW lot"N dot" **vbw*or f, If80 ivwwuw r to tha atatwo ad "gm*wro by w.l.r Pdt asupw of Ur Lo"or at cre"s hormnaft. oll the rarwerr1 [mr haw hw rrrt M OW N. Pwl haaiportarr sm pwooalay am awaovtlw. car rwaalI qawy fammo►la aaealaasotiaaa: w it apows the rfe+rMrrt. pet/oo —1 —1 by 44mior Part conow. $be*" M farrorAoA to the City within tho orwt thirty to aiwty Nara. elaroroly. it. •. MedltrS Roeapr Property ' +a aatH. W. w. Boeoatt, Mp:y riehMo Birwtm, city as aawum _J%rtr, 1l r•Bwo-y. ,iwttla m rawest Baarritioa Carprotioa ;-w,. cosoaaaw, P.B., "0 City of SU Mo Ms. B. .t, modloff, e.g.. Proioat nwugor. James ltoawiatoa. Iea. ote * • o at. 1,e t, u+ t. W"ar, R, ho L. Nlt�Mou Ntar an J. Mt11/ 1 Jean M P, moron OtMr ^^ POOM M1hatN ql \WNtt y no nrnrl lLJ. a1411 N.a rf rYM. t11! ",.Potts* am+ �•//////INjI1V 1110Y�t Ntnf1. aM Yr YRIY' 044, MialV Rosawls.SesrckmAw.LAMaewOa.OAt a MOO" r e L.LM{Mf, P.1.6N 1.M.S.SF .MY NY ay+LR+YO w ssATTLA,W.eM,aa.ow fi101 �wt a t,i +ace ua aala L{.IIF . an 1V rt lOi e�iLli Ii Y , ,aoo eF Y\i+.r.t.. YxLur re.\a Awt NeY,,40.Ata0 "So 00a i N..l. ♦. •t♦ V+ F.00N „WFt O.MI♦♦Y a Y=i\.to! ";a,,""MYt• Saptam4ar 9, 1980 •+Y.\i V.\l.e. Mr. Ralph S. Hamilton « vR INf1MAMIIy4 Manager - Property Taxes Burlington Northern Railroad Central Building 010 Third Avenue Seattle, NA 94104 Rot City of Renton Gocal lm rovemant District_1114 Dear Ralpht This is just to inquire as to the status of signature by rlacior Park Company of the agreement the form of which we sent you some time ago, for your information, Broadactpa, Inc. and Metro Industrial nistriet (a subsidiary of The Austin Company) have each oxecuted the agreement in triplicate and delivered those count.orparts to US. If it would be convenient for you to have us ptepare an addttional met of agreements and send them to an out of town office for execution, we would be pleased to do so. Please lot us hoar from you at your earliest convenience, an there is concern that costs will escalate by reason of delay. We look forward to hearing from you. Very truly youra, ROBERTS, SNFFELNAN, LAWHENVE, GAY i INCH W 1 _ , William N. Appal WNA/Ih cc, Mr. W. E. Bennett, Deputy Finance Director, City to' Renton Mr. Richard Renrtedy, Seattls•Northwest Securities Corporation f Mr. Warren Oonnason, P.S., The City of Renton• Mr. Edwin J. Rudloff, P.S., project Manager, Jones Associates, Inc. .Y q.•u..eY V.., we KAM•fYM •\L.n1.L116Yn• •i +V+wY\+i\M+MY+aN\.\iL.a..+YL• AM FROM CITY CLEIOt'5 VICE. . TQa DATE: �6iydD R6: nt �..�. .2�•,V TMNK YW, CITY Of RENTON. WASNINOTON RESOLUTION No. "4 WtIERLAS it is necessary and advisable to transfer the below specified funds to provide payment for work performed on LID 0314 and •uch transfer being necessary and in the public interest and for the public benefit, NOW THEREFORE THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON. 0O RESOLVE AS FOLLOWS; SECTION I: The Director of Finance is hereby authorised and directed to make the following transfer! FROM: Contingency Fund a/c 107/00b/22.519,80,53,00 $ 13,057.16 UNTO. Engineerin Professional Services a/c 000/008/15,532.20,31.51 $ J3,057 16 .' PASSEL) BY THE CITY COUNCIL this loth day of \uRuxt , 1980. R'aTrs�'�s+�, tv ark APPROVED BY THE MAYOR this lath day of Attgugt., 1900. 6ir�ar�t'Y Approved as to form`\; /, ; Cawr'mci"S`�iiea�"C'i�y tornby `" M N �� -- ._ ._. , � __............�`_�� _.._»:_`3..�"fs^� a c'�iL.�� _ 79 V,a ' ✓ONE''3 FS11% n4a Ch:V !115 dune 27, 1980 dr. Bill Appel Roberts, Shefeiman, Lawrence, Gay and Moch 1818 iBM Building Seattle Washington 98101 SL'DJ. !.grezments for Letter of Credit, 1.10 1314 Dear Bill: In accordance with our conversation of June 18, 1980, 1 have made the follow- ing contacts Pursuant to obtaininq agreements for letters of credit to aid in the financing for LiD 0314. On June 19. 1 drove to the home of Ms. Mildred Summers, 36904 Third Avenue S.W., Federal Way, Washington. No one was at home, so I left A note asking Ms. Summers to please contact me by telephone. Later that day 1 received a telephone call from Mr. Gary Slater, P.O. Box 3025, Federal Way, Washington, 98003, telephone 838.01678, Mr. Slater is an attorney associated with Douglas S. Albert, who is Ms. Summers' attorney, i explained to Gary the purpose of my visit to Ms. Sum. mers and forwarded the explanatory material to him. He indicated that he would review the material and consult with Ms. Summers regarding her signing the agreement. On June 20, 1 net with Gary Merlin at his office at 9125 loth Avenue S., Seattle, 98108, telephone 762-9175. 1 received a favorable response from Gary; however he indicated he wanted time to study the documents end to consult with his attorney. Also on June 20. 1 met with William S. Tsau, 7367 Lastlake Avenue I .. Seattle, 90102, telephone 324-8780. Mr. Tsao's response was neutral ; however he agreed to study the documents and perhaps consult with an attorney 1 informed Mr. Tsao that in the event he decided to sign the agreement it would he necessary for him to Inform us of the other owners of the properties and he indicated that he would do i. Q 14A0 IrM NMl,nu w,.. atWNR,ve Who• ytiA:'w,a Me, Rill Appel June 27, 1980 Page Two on June 27, 1 made telephone contact with Ron Allison of Weber, Allison, Iverson and Divan, 8e25 1st Avenue S., Seattle, 98108, telephone 763.0900, Ron informed that he would not be able to see me on the 27th and expected to be out of town on Monday, June 30. 1 then elected to disruss the request with him by telephone, and he agreed to examine the documents end discuss them with his partners. The documents were mailed on June 27 and should be on Ron's desk 'hen he returns to his office. My contact with Ron came after several days of fruitless efforts to contact any of the four partners, and mU opinion is that the four are seldom in the city At any one time. There- fore, 1 do not anticipate a timely resolution of this matter with them. 1 have been reporting my progress in this matter to you periodically by tele- phone. On June 27, i Indicated that 1 had now contacted all of the parties whom you wished me to rnntact and we agreed that the next step would be for you to follow up by to._phoniog these parties to determine their position, and if favorable, to prepare agreements for their signatures, We agreed that you would attempt to accomplish this by July 3 so that we could report our efforts and results to the Glacier Park Comnany end to the Burlington Northern Railroad. It is our desire that this matter be resolved quickly, and in that respect we will assist you in any way possible, Please let me know your needs. Very truly yours, JONES SQCIATES, INC, Edwin J". Rudloff, P.E. Project Manager tJRlso rci Richard kennedy, Seattle Northwest Securities Corp. Warren Gonnason, Public Works Director, City of Renton . To; PaF .�eNts wet" � • 1 too Svbj.•+ : Ra. 1y., Lko Proje.� Ouv la.+ A%A;Ma+a �o. co Hatvv.+;e. cest� o� 44a �' e �. P•ajea+ 1111i4 i ► 17, 11�, $14, U*,-t '1L%+ t 'ura Q3 tie toa►"►, 6Jv 444% *\'%vOVe dal.V•+y a� *''4. Ci'4y , ready 4•. ttrt�. io Gnll �ev b ds i s a s "\tows. Ccv�rse+ P4au,J�• Suvveys, ;e re9.•r4y Gvoav• �as�bNr+1, Q 1 W vaielv�'•N , a+'e•, . . (�a 2YLY. of so„a+ vv��v„ ust � Il',41 '1,a5 Co�+wc} Pltaa3. - Exec kac� 7 k E w;� Mee e< SIs,Seo Iq 500•00 P1,ave,} • Pral;w;w•h bs3caswe�t dam, var0v+ � a•xL;�it's T ii E r+; MCO eE i E3, LSO 8,tS0,00 1>rG�di� owa� 3PtCi4� SavviGf3 VlviOiy' P rel�w.�..P v7 uasassw..�'1, (i+�aN�iu� speeral VNee+;M�t , alc , q11 e�+s;da 04 or�9�Na1 scope o{ P4e,rf I, T it at Cor,+v3St P4oit 4 - Bos:c ae•vices To�►1 as t'IlYa •4 ,..•1w�t�;•, cos+ w;� aSa/e ^; 44 4VIL o! �;N,e •E Abov WQ. )A& f& 1°tLv;Wslr) lo,'114 Q�„1aw �s� Z. L4 � MLA. t1 Qv.AIwave wy�va� {ems+ �'itir..,.. 'L4411LI. . 9S Ivn W6 a11��1yw�p� i1%%'f wet ew* , ditkio. pto,i A%%6L V1J �CV w1�MT{ f�,�N FO•� Ch "Of;4. 4f 9DQ • -T".t+ 6.4st wit;v; .' OVCLupr,,��;0% �o p I'ff C.a l.tl1 t,Jy�N.� 'H+L 10 rQ��a�'(]e v`. Mgra� :,4•`�'+ Qht� QVl ��vM� f Y�V1�y� �y f�fy�@N CIM V�w,IM1 M• �t�.9N ct, .cafp % Or,d JCor& O; wcfr. qs wCk ell •T 4 ,�Q1 ploNs , �)v k4I 41 ` PUBLIC WORKS DEPARTMENT WARREN 'C' csJNNASON, P.E. • VIRECTON "AINICIAAL AIALDINO J"WtL AVI IO AINTON *A;N.1RD•/ `pr CHAIM 1 DFLAURFN11 NIA VOA µ t PUBUC WORKS DEPARTMENT h.. WARRfN C. GONNASON, P.F. • p1RrCmR 7 >$ MJNWIPA4 Will I NO no Mai t AV/ u} 1111It016,WAIN MMM rY i)A 2)52%11 CHAkIF i .I OflA11IiN11 MAYOR 10 Sao 89 1,0 ones Associates, Inc. CUNSULI INS ENU I Nt t HS PROFESSIONAL SF.RVtt'FS AGREEMENT SHORT FORM 1 1 1 A `A�G���R�� E_�FMEdSIT entered Into &el levue, Masni nq ton 74 on tl;r �t;lty RbR:�AaS�flV nor 1 n Iv,_,_, hs and hrix ten herctnatlercdkdr"Clurtn",artd.'O%t$ASSCX'IA1tS.IN'.' hrtcinanvt.°aibd"Fntlltwtt" WHEREAS the t'tknt requirex that certain Prufetstonal Strstoes M performed at set forth taeloik under"Scope of&or%lom",ami %HFRFAS Fgmrtr to qualified and hamsrd hi the $tale board of Reelsttahnn to pvrfnrm vi,I Seraax\, 1111,kttORt, hltautver asreta to pruFtdr+ard See+Ice»and to dehvrr to thnnt thane dem+de nerd helow under -Dewnptta,' tit Fluid Product"and further aukI to aecomphrh xald All, VM%m a umeb and prolesahmal manner; IHtk1IoRE, t`itanl grove to comptnrdt Frginaat a.ptasnlad helov under"Proletaanal Saute:t'et"avid under"Twat of Payment--, AND t licnl xmt Fnelnxtr gt" It, all the Tvrmv tit the t'ontiad m Judtne the Pnsowrona all kith upon test resettc ante heard St'uPI (it hi R\It Is Professional services in conjunction with the CAST VALLEY ROAD, at al, LOCAL IiIPROVEt1ENT DISiRiCT fully descrieed in Exhibit "A" attached and the accdmpanyinq protect Description, NdJiAkAhl411MAbNVd(wt(f1RAGlU11t;rMlyr}iitiu�eiiir��t«it����o(iufiiliilAp��1 tA1dlfAtir'Ak1t(,tVt>iEtElttJ+.�Jtir,G�.,t'd�1�Mit�ItJut'tARtttF1�#ti(tk,+lahftiNN,a,6!/dAfiA , WdtlA>NI AAA/AAAMAiWr~IMArU C* hl St 11411'f lttS fit I IA V1 I`koin I plans, specit;;ations, contract docuatents, preliminary and final assessment " rolls, other, prefattional Cervices as may be authorised by Client, t(NP11110\tN \Sslt,\\It\I Profirtsional services neC"Ifirit for Client to award construction contract in accordance with Exhibit "D attached. Other firofessfoffal servitet dependant tin construction schedule. PROI I♦Sit1\\1 SI k\1,. I S 1 I I In accordance with Exhibit 'a", attached. 11RNcu1 p1AAIIAI invoices sandaled monthly, based on astinstad progress, payments due iifteon after raeiript of invoice. 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Mla W W,,~1. aw W' + If@+t•\rm •f A~w' •"4Y NMr!-. t%"Ow \awr rlytMN wMwPe 04 W4 m,"M wW piyNMa lM lfrlafllN law liwaraiwiifwi\i am fM aYN w 1M M MIRIT "A" EAST VALLEY ROAD, et al, LOCAL IMPROVLKNI DISTRICT PROJECT 0£Sr-RIPTION The orn o%k inprovernents consist of: 1. The reconstruction of Southwest 16th Street from Lind Avenue Southwest to the Cast Valley Road and the East Valley Road from Southwest 16th Street to ',outhwett alst Street. The tonplete new construction of Southwest loth Street from Raymond Avenue Southwest to the East Valley Road. The complete new construction of Southwest 270 Street from a point NO feet Cast of the Burlington Northern Railroad right of-way to the East Valley Road. Included in the ataw imyrrovemrnts are em- hankment construction, paving, Burns, gutters, sidewalks, illumination and enclosed drainage systems 2. Construction of sanitary %rovers in Southwest 16th Street from Lind Avenue Snuthwe t to the fast Valley Road: in Southwest 17th Street to the fast Valley Roadt and in Sewthwett 21th Street from a P0nt 200 fort Nest of the Burlington Northern Railroad riqht-of•way to the Metro trunk line in Valley Parkway and also from Lind Avenue Southwest to the East Valley Road. I. Water nains and fire hydrants 1n Southwrst 16th Street frim IInd Avenue Southwest to the fast Valley Road. in the East Valley Road few Southwest 16th Street to Southwest loth Street and also from Southwest Mod Strret to Southwest 21th Street, in Southwest loth Street from Raymund Av,viue Southwest to Lind Avenue Southwest, and in Southwest 21th Street from a point NO feet East of the furling- to" Northern Railroad right-of-way to the East Valley Road. Exhibit "A" to contract between City of Renton and Jones Associates, inc.. dated June 21, 1919, SCOPE Of WORK During the term of this Agreement, the ,..nsultaot %hall provide design and con- struction Services in connection with the following project: EAST VAEEEY ROAD, et al, LOCAL IMPAMEMENT DISTRICT the Scope of Work shall include the furnishing of all Services, labor, materials, equilvnent, supplies and incidentals to conduct and complete the work as follows: A, Design street paving, curbs and gutters, sidewalks, driveways and traffic channeMation, 8. Design storm sewerst C. Design utility adju%tments; 01 Design sanitary sewer,, E. Design water main. 1. Ra%ie %orvices: The Consultant shall provide the following basic engineering services for the proJeet cansi%ting of the preparation of .ietailed construction drawings and specifications, estinotes and other relative information including but not limited to the following items: a. Preparation of detailed tonstructlon plan% including the folluwi-rq: 1) Plans %hall be prepared with such provisino and in such detail a% to permit the convenient layout in the field for construction and other purposes within a degrre of accuracy aereptable to the CITY. 2) old"% shell include (-omptete details for the construction of the pr000%ed Improvements includino details for na !nq, curb and quttar and the installation of steno drainage, sanitary sewer, water and utility adju%tments. 1) Plans will consist of a title sheet; shoats showing the estimate of quantities; typical Sections,, special %ettionsl special de- tail% other than standard details available for the STATE'S or APNA standard drawings; special lavoutst plan profile and cross %ections. t t'4 a) The hortmntal %Cale for the plans 0611 be "one inch equals 20 feet". S) Plans shal' show all the existing physical features, surface and sub-surface facilities, as determined by field survey or indicated on CITY or utility company records for the area in- cluded in the right-of-way, or greater, if necessary, Outside the right-of-way to include pertinent details adjacent to the right-of-way. b. Preparation of proposal for specifications, contract 'acumwnts and estimates. Detailed technical specifications will be prepared by the Consultant. C. Supervise subcontractors to connection with preparing design services, d, Prepare estimate of construction costs bated upon the approved con- struction plans, estimated quantitles and 1919 unit bid prices. a. Prepare and bind contract documents. f, Supply information to prospective bidders with respect to design. 9. Attend a pre-construction conference with the suetessful bidder, h, interpret drawings and advise throuqhout the project. 2. otMr Services:_ The Consultant shall provide the followinq Cervices if rpqupstpd by the CiTY. a. Preliminary assessment roll preparation complete. b. Held Surveys required to complete the plans in the Agreement. C. Plotting of topography. d. Geotfthaical Investigation. Soils investigations including test borings, related analyses and rocnmeendatio, e. Illumination system deign. F. landscape deslgn, q. Studies, tests and process determination performed to establish design criteria. It. Engineering surveys for utility location and photogra"tryi topo- graphy and field layout for the contractor. I. Coordinate with the utility companies in connection with the design Phase of this Project, The Contemplated utilities are rnurwratad as follows; 1) Electric Power 2) Telephone i) Cable Television C . �r 4) Ratursl Gas 5) Seat 'e Water Department 6) King ty nrainage District J. Assistance to the CITY as expert witness, and in hearings before various approving and regulatory agencies. k. Pro; Lion of applications and supporting documents for govern- mexo its or obtaining permits from regulatory agencies. 1. Doti r•+ meet unusual criteria such as earthquake, site screening or •., �..ial environmental requirement. M. Con traction Surveying. The Consultant shall provide the horizontal and •rtical control for the construction of the protect if requested to o so by the CITY. These services shall include: I1 Set slope -takes 1 Set grade stakes 3) Set blue tops 4) Set curb stakes 5) Stake sanitary %ewer adjustments 6) Stake storm sewrr 7) Stake right of way 8) Stake clear and grub limits 9) Reference existing monuments 10) Reference existing property corners 11) Set miscellaneous stakes as required: a) Driveways b) Street lighting let e) fire Hydrant Relocations d) Relocate Telephone and Power Poles 12) japan final completion of construction, revise improvemoot plans to reflect the "as built" conditions. n. Construction Engineering: rho Consultant shall provide the following construction engineering services if requested to do so by the CITY. 1) Provide full time resident inspection with qualified inspectors) as required, Y) Prepare a construction schedule curve (using a schedule as sub- mitted by the Contra(tor) and Computing and piottup actual progress as the contract is executed, .se+brr �) Keep a daily job diary and inspectors report for final retorda. Also, km truck tickets and quantity records as required. 4) Assist in the preparation of monthly pay estimates. S) Coordinate with the CITY in all phases of work. 6) Assist the CITY in negotiating extra work orders ur contract change orders as required. 7) Order all soil samples required to maintain quality as spec- ified and take other sarpling such As but not limited to concrete cylinders and Asphalt samples and to take to a qualified laboratory for analysis and evaluation of results. 6) upon project completion prepare a set of final records In. eluding A job history explaining over and under runs, time emtunsions, etc.. that would he necessary to satisfy the rrquiremeats of the financing agency. Fe t.. .Airy' Y . • EXHIBIT "B" SCHEDULE Of FEES J. Right-of-way Resolution, Desiqn Surveys. Cross-Sections and Topography Fixed Fee of 2.6% of Construction Cost 2. DeoteChnicai Investigation and Analysis Time and Expense with an MCO of $19,500 3. Services in preparation and publication relating to hearinq on formation of preliminary assessment roll and preliminary assessment map. Tine and Expense with an MCO of $8,250 a, Basic Services Fixed Fee of 6.Ss of Construction Cost Paid as follows: a, Tenative design and cost estimate for formation proceeding - monthly progress billing not to exceed 10% of Basic Fee. b, Final plans, specifications and cost estimate including 35 Copies of contract documents - monthly progress billings UP to 8St of Basic Fee. C. Site visits, final inspection, and project completion report - monthly progress billing up to 98% of Basic Fee. d, "As Built" plans • iOM of Basic Fee, 5. Construction Staking Fixed For of 2.bi of Constriction Cost 6. Construction Engineering Time and Expense with an MCO of 3s of Construction Cost 7, Final Assessment Roll Time and Expense with an MCO of S4,100 Construction cost is based upon enqinearinq final estimate and does not include Washington State Sales Tax, Financing Costs or lie%1gn Fees. Prallminary Con- struction cost estimate is $6,126.370 According to Exhibit "E". (!i / Apt EXHIBiT *V City Council passes Notice of Intent June 25, 1979 to form local Improvement District Authorization to proceed with initial July 16. 1979 data collection necessary to prepare cost estimate and preliminary assess. Rent roll. Staff review of tentative design Meek of August 27, 1979 Construction contractor develops unit Meek of August 27. 1979 prices and cost estimate Council holds heartng on formation of L%tober 1. 1979 Local Improvement District Council creates local improvement District October N. 1979 End of thirty (30) day protest period November 7. 1979 Start of final Design November S. 1979 r -unit Authorites Call for Bids March 10, 1980 Bid Opening April 11. 1980 l!r /AWe 6 EXHIBIT "E" 0 EAST VALLEY ROAD, SOUTNNEST 77th STREET i SOUTNIN'ST 19th STREET iMPROVENENTS STREET ,iMPgOVENEMTS East Valley Road $1.465,000 Southwest 27th Street 11762,000 Southwest 19th Street 61S.000 Drainage Crossings P9 Channel, PI Channel i Springbrook Creek 80,000 S3,922,000 13% Construction Contingency 392,000 25% Administration, Interim Financing, Design Fees, etc. 481,000 Sub-total $5,295,000 S' lnf n 2651000 Total $5,560,000 Area to a! Pssetsed 14,495,000 square feet Cost One Square Foot SO,38/souara foot MATER_ IMPROV NTS. East Valley Road S 9S.000 Southwest 27th Street 130,000 Southwest 19th Street 2S.000 $ 2S0,000 State Sales Tax i 5,41 13,500 $ 263,500 10% Construction Continency 26,400 25% Administration, Interim Financinq, Design Fees, etc. 66,000 $ 355,900 S . Inflation 18,000 S 373.900 Total S :374,000 Total Front Footage • 18,660 front feet Cost One Front Foot - $20,04 front foot err A�NITARY SEMER iMPAOYCM NTS East Valley Road S 77,700 Southwest Z7th Street 84,R00 Southwest 19th Street 54,000 S 216.500 10% Construction Contingency 211650 25% Administration, interim Financing, Design fees, etc. 54.130 S 292,280 61 Inflation 14,615 S 306,895 Total $ 307.000 Total Front Footage 11,400 square feet Cost per Front Foot » $26,93 square foot TOTAL PROJECT COST $6,241,000 ESTIMATED CONSTRUCTION COST $5,126,370 (Exclude Administration, Interim Financing, Design Fees and State Sales Tax) NOTES: 1. ENR Construction index at date of this Estimate is 3215 2. This Estimate assumes that no preloxding will he necessary. 3. A sanitary sewer lift station may be required at Southwest 16th and Lind Avenue, but has not been included in the Estimate. r Jones Associates, Inc. CONSULT INC,LNG INtEHS IYNINI f"("'h,cantrart dahvl dune 21 .,19T9 The wN,wr>K term and:„nduxms apph a1 prryects Ihal rrytum I,glnerrow eenhn,dnd dw<umpeaaaimut In eompwtJ an a Tune WW L1,erse hath.. • G.;tmettfy or eve petfurnud F fomt AawcEeMe.Ili. ,in T 6 I Nsh ate otnputtd At 11140%% Tlw he lot uther trim pnrhof end aua:tatat hdf N.ompmed In MAIPlt In$by 218 /e=ujw(e(t(/ 1�ha���¢p�yX't��v�;wW fi m the ptgev The ptymil will onmuat of tmployaet'ulamn ciwtpd to the Project, Nut lf{ttJSY-t.IVA It Poment lot ttmmpluymem . "nueunn, nk+d weutttf rate.,woll"We.umP"wron P r we mlpth end life Imuran,e heneAls and MA.ht4Wav slid ce alx,n hemflit. r, 1 old env Ctf wutk by other thin pnnapal,Arid*W, 44Eei n.hareed 111t In nummam unit,el tww-4 low" YlW ' . twytp, 11 he :h 11 yt Forty-Five ta?""o 1 J,u1.1.pet hour. Rho toe tut a mtov will he chn 04 ITI, nft11 l% 041'h liar.pet Ik:ut, a In If a Cutest the them hhhca lu limn the espendtlurev ha this pruftet,the Enthhvot*IN eWdhhdh it M ",.um f Item MbIgAtmm tM t 0 i 1 he I rynttvor 4gMW.thot hh fW 01111114 otlteml the A*c O.w•fthtwt phhv vulhotivatwn of the olWnt g And the rjWnt gntws"iM tftmeet to NOT o6bW*4 F,ttmkt merrxw*Mali havv d value in exevu of the M.C:O,The C9 Ethpu"I dimes m t watrent that the Pn*ot.on M d.axmtpllthod hit the M.4 O M"h rak it The Client h unwtlluw to mcream the M C O,.One e'hery""to pay ho wrvkes remietvd up IH the M.t O..to m.,odantC*kill fh whUm 1 t of the Phdeashmo4 Seeweas Apteermmt, Flttetwl 15 wrtmhum"rapirmt,hhll he Wed al tmt dlteat eml plax I�� 1 peter'+I Nv Aritto14tt that flit hdPo*tntt Owkenarhed temnhhv"thptheee Anil be Whvrred m,t,nneo❑on*nh rho pnyocl. • t lam kormery end tldWelome tltpohrh m,utred hn oul ,I h,*n ndyel ,I persohuvl ..:V1ttppmp.halP.os limp 4mom teWph'tm t411%""snit WA own Y,�I Adh,mldw.0"it*%lot thin phH uhem h,unl tom toll. lal Fos,A*ofcmlm"vefhelea,otdvwtb condrtwnl,df :o tmm pin 111de. 00 f,W hw of uttnpen}s*Mel drive mhn'fes at 1d emla pet mde pS t s t Fur ux cd remel.an m ttntkl de uue clot phi,11-,. a1 A♦<MeutNlt.vupphta and arihw mms eaPtttded donut the,lotese of the pneWi- lit Rtptr+du:ihm tmtta pf deantrya..fMM m+tw arid dp1�1. U%leNWheed WVVW a of 6VWA*eme:WithClteln't Whn appntcet,At c.ef phu I•. Spe,wi t9uhonlent AM he hatted lu, .1 the x111,.*Ihy'110, �yFrt pX,Lnln�u LeY lernn❑al SI / nut V ` CITY Ar Rf TON y0i '7G M� I"�1:�.," JtkfE. SMIATES, (wC. J pY H ZPUBLIC WORKS DEPARTMENT E NaINEt RIND 0141SION 235 2631 MUNTIPALMWIDINb rom*LL AV' So "INTON,WASH ewnb �+ 4rF01f CNAAIfS 1 Oft AUa[NTI MAVOR anuH .An eor. 2100 Northrup Way Nellevup, WA 98004 Atttntiont td Nudloff, P.K. Sublectt LID Q4, Kest Valley, Pt et t'enCleNrnt You have received your contract under N.,IArate cover. Thla letter Vill aprvp as your authortaatton to pros vaf with the ahov%, referanced prolert. Vwry truly vours, Warren C. t.0nnaa0n, P.K. Public WorkN Rirertot NCl11 PNp OF �61 a r U ,} y OFFICE OR THE CITY ATTORNEY a RENTONMASHINOTON MI'OIL A,IM ,N lM MN W.ae • �wq, ,,,y,glr4, •NN IN.NM y LAWRENCa I WARREN, ,,.,....e1„I• DAN111 KELLAD= pC ����Me VMn.r„ ye July 24, 1979 t TO: 1'. C. GONNASON, PUBLIC WORKS DIRECTOR FROtt: LAURENCE J, WARREN, CITY ATTORNEY 4E: LID 314 1 reviewed the proposed contract wi'.h Jones lasoeiates, Inc. and have a number o problems with that con! !act, Initially, the contract states that any work after July 1, 1481 would be paid on a time and expense basis, and as extra work. There is no escape clause for the City such as is contained in the additional provisions of agreement on the back of the first page, which would allow the contractor to escape if a strike occurred, where there was an act of God, or other things outside his reasonable control. Similar language should apply to both parties, I strenuously object to paragraphs 18 and 13 as establisbing unreasonable measure of damages should there he a breach to the contract , They are certainly one-aided in favor of the engineer, I also an somewhat concerned about paragraphs 14 and 1 require the City to make quick pavtmtnts to the contrac..ki . .h interest running at 1% per month on the unpaid balance, and requiring the City to object to the bill within 20 days or debarred from objectinf to the bill. Also of great concern is an attempt by the engineer to hill as a percentage of the total pro� ect, I an not sure whether the City has established tha total project cost , or a reasonable estimate, but I would think it wiae for the City to establish absolute costs to that it knows what the total dollar expenditure•+ for the engineering services will be. I would also like to know who preppared the project description. I: the City did so, then we probaEly do not need tc be over- concerned, However, if the engineer did, the project descripption should be closely scrutinized to insure that all phoaea of ttte City project are included. To summarize, I believe a more eq'Ot,,rr lr con act must he drawn so it does not unduly favor the cogowulting 0 tee is. t.i�7r�nree J, arrels �. LJtttds cci ';ayor, Prep Council lb;f LID KADI ART OWRIPTION That port ton of Sect tone 19, 24, 25, 30 and 31 Twoshlp 23 North, Kong* 5 cast, Y,N. end the Plate of C. D. Nillsan's Earlinatma Gardens Division No. 1 as recorded in Voluse 17 of Plrte. Pogo 14 ,e<orde of King County Washington and the Flat of {urlington Northern urlllia Industrial Park of Renton Division No. 1 as recorded in Voluma of Plata, Past records of King County Washington; lying southerly of 1-405 (f»amay3; watsrly of 51-167 (freeway): northerly of SW 41st Strestl ant am terly of the follwtog described boundary, line{ Nogtnning at the intersection of the ,:outherly r/w margin of 1-405 with the easterly r/w margin of LindAvo. SW; thence southerly along the easterly r/r "rate of Lind .tve. SW to the northerly r/w margin of SW loth St.; thence aouthweoterly in a straight line across SW loth St, to the easterly r/w margin of Lind Ave. SW; thence westerly along said so..eherly r/w margin of SW 16th S.. to a line parallel with and 120 ft. wste:ly of, as ma inured at right angles from the westerly r/v line of Lind Ave. SW: thence southerly along said parallel line to a line parallel with and h00 fast northerly of, as meaaursd at right angles froo, the northern r/w Itne of SW 19th St.: thence westerly along said parallel line to the centerline of Kavoond Ave. SW; thence southerly along said cmatorline and old centerline c%tended southerly to a line parallel with and 600 feet aouthetly of as measured at right angles (Too the southerly r/w line of SW 19th St.; thence easterly along said parallel line to a line parallel with and hOO ft. westerly of, am measured at right angles from, the watt, lv r/w margin of theRast Valley Knott, thence southerly along said parallel line to a line parallel with and 600 ft. northerly of, as mwssured at right angles from, the northerly r/w margin of SW 27th St.i thence westerly along said parallel line to a line parallel with and 200 ft. easteriy of, as mammured at riaht anµlas frma, the earteriv r/w "rain of the {urltngten Northern Night-ofwayt thence smthvrly along said pa-.. llel line it, a line parallel with and 600 ft, south- erly of so wasur d at tight angles from the southerly r/w margin of SW 27th St.; thence easterly along said paral:al line to a line Parallel with and 600 ft. westerly of, as secured at right angles troo the westerly r/w oargln of Pest Valley Road• thence southerly along said parallel line to the northerly t/w margin of SW filet St. and the terstims of said heretoforo mantloned boundary llae. Excopt therefrom any portion lying within strips of land 120 ft. ride, being 120 ft. on each aide of the r/w of Lied Ave. S.t a 120 ft, strip on the rest side of the He of Raytond Ave. SW; 120 ft. strips ell each side of the r/w of SW loth St.t and a 120 ft. atrtp on the north aide of the r/w of SW Oat St. /a / dim * "EAST VALLEI ROAD, at al, LOCAL IMPROVEMENT DISTRICT PROJECT OESCRIP1i0N t The proposed improvements consist of; 1. The reconstruction of Southwest 16th Street from Lind Avenue Southwest to the East Valley Read and the East Valley Road from Southwest 15th Street to Southwest Alit Street. The complete new constrr '.inn of Southwest 19th Street from Raymond Avenue Southwest to the East valley Road. The complete new construction of Southwest 27th Street from a Point 200 feet East or the Burlington Northern Railroad right-of-way •� v to the East Valley Road. Included in the above improvements are em- banknont construction, paving, curbs, gutters, sidewalks, illumination and enclosed drainage systems. 2. Construction of sanitary sewers in Southwest I6th Street from Lind Avenue Southwest to the East Valley Road; in Southwest 19th Street to the East Valley Road; and in Southwest 27th Street from a point 200 feet West of Lhe Burlington Northern Railroad right-of-way to the Metro trunk line in Valley Parkway and also from Lind Avenue Southwest to the East Valley Road. 3. .Water mains and fire hydrants in Southwest 16th Street from Lind Avenue Southwest to the East Valley Road; in the East Valley Road from Southwest 16th Street to Southwest 19th Street and also from ' Southwest 23rd Street to Southwest 27th Street; in Southwest 19th Street from Raymond Avenue Southwest to Lind Avenue Southwest; and in Southwest 27th Street from a point 200 feet East of the Burling- ton Northern Railroad right-of-way to the East Valley Road. IExhibit "A" to controbetween City of Reatoa, end Jolk Associates, Inc., dated June 21, 1979. SCOPE Of h'hK During the term of this Agreement, the consultant shall provide design and con- struction services in connection with the following project: EAST VALLEY ROAD, et at, LOCAL INPROVENENT DISTRICT The Scope of Work shall include the furnishing of all services, labor, materials, equipment, supplies and incidentals to conluct and complete the work as followsr A. Design street paving, curbs and gutters, sidewalks, drivetmys and traffic channeliration; 8. Design storm sewers; C. Design utility adjustments, D. Design Nanitary cower, E. Design water main. I, Basic Serviees: The Consultant shall provide the following basic engineering services for the project consisting of the preparation of detailed construction drawings and specifications, est'mates and other relative information including but not limited to the following items: A. Preparation of detailed construction plans including the followinq; 1) Plans shall be prepared with such provision and in such detail as to permit the convenient layout in the field for construction and other purposes within a degree of accuracy acceptable to the CITY, 2) Plans shall include complete details for the construction of the rxoposed improvements includino 0,-tails for paving, curb and gutter and the installation of !tom drainage, sanitary sewer, water and utility adjustments, 1) plans will cansist of a title sheet; sheets showing the estimate of quantities; typical sections; slucial sections; special de- tails other than standard details available for the STATE'S or, APWA standard drawings; special 14vouts; plan profile and cross settions. 'Dax-4w1 Slstat •;-v I(I-C "-g ' r � 4) The horizontal scale for the plans shall be "one inch equals 20 feet". 5) Plans shall show all the existing physical features, surface and sub-surface facilities, as determined by field survey or indicated on CiTY or utility company records for the area in- cluded in the right-of-way, or greater, if necessary, outside the right-of-May to include pertinent details adjacent to the right-of-way. b. Preparation of proposal for specifications, cuntract documents and estimates. Detailed technical specifications will be prepared by the Consultant. C. Supervise subcontractors in connection with prenaring design services. d. Prepare estimate of construction costs based upon the approved con- struction plans, estimated quantities and 1979 unit bid prices. e. Prepart and bind contract documents. f. Supply information to pruspectiv.- bidders with respect to design. q. Attend a pre-construction conference with the successful bidder. h. Interpret drawings and advise throughout the project. '2. Other Services: The ronsultant shall provide the following services if requested by the CITY, a. Pr.'iminary assessment roll preparation complete. 'i b. Field surveys required to complete th^ plans in the Agreement. C. Plotting of topography. d. Geotechnical Investigation. Soils investigations Including test horings, related analyses and recommendations. e, illumination system design. f. Landscape design, rye! ^ Q. Studies, tests and process determination performed to establish design criteria. h, Engineering surveys for utility location and photograimretry; topo- grophy and field layout for the contractor, } � 1. Coordinate with the utility companies in connection with the design ItT phase of this project. The contemplated utilities are enumerated i� as follows: ,r 1) ttectric Power Y �v 2) Telephone a 3) Cable Television 4) Natural Gas 5) Seattle Water Department 6) King County Drainage District Assistance to the CITY as expert witness, and 1n hearings before various approving and regulatory agencies. k. Preparation of applications and supporting documents for govern- ment grants or obtaining permits from regulatory agencies. i, Design to meet unusual criteria such as earthquake, site screening or special environmental requirement. M. Construction Surveying. The Consultant shall provide the horizontal and vertical control for the construction of the project if requested to do so by the CiTY. These services shall include: 1) Set slope stakes 2) Set grade Stakes 3) Set blue tops 4) Set curb %takes 5) Stake sanitary sewer ad3u%Gmnts 6) Stake storm sewer 7) Stake right of way R) Stake clear and grub limits 9) Reference existing monuments 10) Reference existing property corners 11) Set miscellaneous stakes as required: a) Driveways b) Street Lighting Poles c) Fire Hydrant Relocations d) Relocate Telephone and Power Poles 12) Ilpon final completion of construction, revise improvement plans to reflect the "as built" conditions. n, Construction Cngineering: The Consultant shall provide the following construction engineering services if requested to do so by the CITY. 1) Provide full time resident inspection with qualified in%pertor(s) as required. 2) Prepare a construction schedule curve (usi g a sct+edule pis %ub- mitted by the Contractor) and computing and Platt ng actual progress as the contract is executed. !) Keep a daily job diary and inspectors report for final ratords, Also, keep truck tickets and quantity records as required, a) Assist in the preparation of monthly pay estimates. 5) Coordinate with the CITY in all pha%es of work. 6) Assist the CITY in neootiatinq extra work orders or contract change orders as required. 1) Order all soil samples required to maintain quality as spec- Mod and take other saxailing such as but not limited to concrete cylinders and asphalt %ampies and to take to a qualified laboratory for analysis and evaluation of resilti, 8) Upon project eospletion prepare a set of final records in- cluding a job history explaining over and under run%, time extensions, et:,, that would be necessary to satisfy the requirements of the financing agency, EXHIBIT "0" SCHEDULE Of FEES 1. Right-of-way Resolution, Design Surveys. Cross-Suctions and Topography Fixed Fee of 23% of Construction Cost 2. Geotechnlcal Investiqation and Analysis Time and Expense with an KO of $19,500 3. Services in preparation and publication relatinq to hearing on formation of preliminary Assessment roll and preliminary assessment map. Time and Expense with an 14C0 of $8,250 4. Basic Services Fixed Fee of 6,Slt of Construction Cost Paid as follows; A. Tentative design and cost estimate for formation ,iroteeding - mnnthly progress billing not to exceed 10% of Batir. Fee. b. Final plans, specifications and cost estimate Including 35 copies of contract documents - monthly progress billings up to 85% of Basic Fee. C. Site visits, final inspection, and project completion report - monthly progress billing up to 48T of Basic Fee. d, "As Built" plans - 100% of Basic fee. 5 Construction Staking Fixed fee of 2M of Construction Cost 6. Construction Engineering Time and fxluinse with an MW of It of Construction Cost 7. final Assessment Roll Time and Expense with an MCO of $4,100 aCam traction cost is based upon engineering final estimate and does not include Washington State Sales Tax, Financing Casts or Design Fees. Jones Associates, Inc. CONSM TING FNGINt.LRS L\NIf11I,"C,•In t olnfort dated .19.,J$_ The (olt"wins!trot a00.oMHhma appi) to peowti that regmte toomsti is retrt re,and tilt:.,mpenwlt,+n N :+tnpuled on a I ime end rapenw him% t.npmminit wrww peth,rmtd b)Jorom Aistaimm,i" ,on T'Jl L basis*Ia annpuled as tolb,ws The iet Not oitillir Ihan prlinlpalx slid 4ruxisaw will he¢Omputed h)muhlpl)toE b,— I+�a+�squ+ttaa 7 thw list roN th4ipd In the poe"I The PO"1 w111 :ortmo of entplofai vial .hupW to Ilw princes plus ( .,_ .1, fitment it's •ohmpkrymtm .omptrosu+m, wxial rrcroty 1 s warhmee'>.ontpents ion. Isoup hwlth aed I&m+ilNntt hone( r 4n4 wk.to"el,and cs ti o t henefitt rigid old pRht work h) t,the, th.n p inoiNi r%Rd au mlllt*Is%hors" im n mull to ulmlr (Nld ..,..—howls ofTwe ...____hours PH fw tot peHl.ipalx will M rl_gttd_+Il fO�Ey f1Y! Ig 1 d,dla "wr I'htife t .r.ro,ultx will be r6tgM at IA.rply Nilte (S )donan per hours. In the twnt tM Chent wt+Mx it,hmu the f%p4Mft4nw foe Ihis IOJK t EtyaluYt ill wrabinh a mum OMAI (NIO811 h tilt f 0) the prlpmtet yap Heat Ms fair will till e-. 1h C wish 1 pnm authwwathnt of Ibe CIInII wld the(Trot yaw Who tM IN r4woeer N NOT WitIlmied w knots whuh ha a-aloe In et.eq of IM M C P The ttts~Mrs not warrant Ihs1 1M plupxi on M a.nunph b, M C 0 IV rush raw.d the Chow It unwlihng ht p mveare the M C 0.the('htol career k)pit)It's woNet rent t I the M C 9 it,a.;oldamc with Tit nniuoit 1 i ei the potv"now%eltwt% %gom,"nl, ItttmMutabit stpcnwa.dl he billed at Iwo ductal-wI pill% 1 1S `I per.enl.110 ann.tpatt that the Irdlnwtnp thnA11Ivkni""Im114kIt otp<nwr will he in-llimi I +.nllhtima with this too el;t I Tiumµ.'mmion end whmiten t ea r Im ulo d Ihfaorl ON utwl nl)wrxinntl, 0 5hlly,.na ch,ivc, U larva dmiuov 11 III+.1 r"ann MA tapba X Aw.•n„Mil c to aid woo prbt (41 I'll JM\\ -vd Italy rOndoumr to 10 tool,Im mite (b) r„1 utt.•..\ el dnte'Mllu beat )p.enn pot mlk (0 r,u 14"o, lnlcks at ills!"At plot 114 Mawnah.,turning eld Heim n /,W dumtyt the musw of the poor,f I k tto-I rinm A dlawlNl%, Hotw&bit wplgq. %PKI*t r Of a udttlyl,wuh Chem%1 mn.ppoled.N ,At 14us i iH.. r' tilwttal t.tPuent net atd Tw at tM k#waq rate% X C i. iT.. 13 went CITY 01' iiENTOA tigiuwer r�iCS ASSpC1ATESt ItIC, EXHIBIT "D" City Council passes Notice of intent June 25, 1979 to form local Improvement District Authorization to proceed with initial July 16, 1979 data collection necessary to prepare cost estimate and preliminary assess- ment roll. Staff review of tentative design Week of August 27, 1979 Construction contractur develops unit Week of August 27, 1979 prices and cost estimate Council holds hearing on formation of October 1, 1979 Local improvement District Council creates Local improvement District October 8, 1979 End of thirty (30) day protest period November 7, 1979 Start of Final Design November 8, 1979 Council Authorizes Call for Bids march 10, 1980 8id Opening April 17, 1980 �nos Associates, Inc,• ! ] CONSUL I I NU iNG IN[1.HS Aimho 11011 SSION NL SFRVit'ES AGRkEMkNT --11 SHOR T FORN rtisrir Mo 1I41S Mjj sl I MENr entettd into At__ Sel le_� vue. Washington on the Y Rt ^ay or June , IC_9 by and htlween hertmafter called"(",tent",and JONES ASSOCIATES,INC,hereinafter called"rngtneet' WHFRVAS the Client toquiees that cenain Pruftwonal Services be performed as set forth below undet"Scope of Smites",and NTIERFAS Enalnter is qualified and licenxd by the Starr Board of Repsttat:,.n to perform wed Stni'vs, 1HEREFORF, fnyinetr *gives to provide mid Servwes And to deliver to Client those Henn de• scribed below under "Nwnption of Final Product"And further sitters to Av,ompheh mid set- vices in a umeq and professional inanner, THEREFORE, Client agives to compenate Fngineer as provided below under "Pmfessionai Service Fee"and under"Terms of Payment AND Client and Engineer agree to all the Terms of the Contract including the Provisions set forth upon the te,,rw eide hereof. xf K uF SLRWE'S Professional services in conjunction with the EAST VALLEY ROAD, at at, I,OL.AL IMPROVEMENT DISTRICT fully described in Eilhibit "A" attached and the Atcam- panying Project N,%Lription, Any work erqutrtd of Volloittr after .hill; l.. !! ihall hr tn.lird n, ,%iti u,•ik Imder thn 01111rA0 and f IlIouete shall h, rrintt. •o'', I'nA M•41I1+ wme nn A lurw and r,penae been. 111NCRIPIION01 ll\NI MkIlitiCl Plans, specifications, contract documents, prelimi"ary and final assessment rolls, other professional services as may be authorized by Client, ("illl IitlAtif VM( AMINI Prof,,t.ionai services necessary for Client to award construction contract in eccor- dance with Fxhibit '1l Attached. Other profrvsional services dependent on Con- struction �ch.•lule. PRO N"'Hi\NI M M I( f SITI In accordance with Exhibit "S", attached. IFRMSt1F PAYMI'NI' Invoices tendered monthly, based on estimated progress. 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NNN aY tlw OWN tNKI•Nt OI VW W q'MN,Ma..NWN N.raN W o1bWt 0~ b C'I.N ,,M INI A.to,i NOV Iw MY MN,n n,NN,tW ratm« MNWlMY H H•w"'WINO'KI«IIIP a IM owl at IN t,w MNr M,n NaMrWNra W atw IM IMN q m10toe awwNpK 1MNw.lWON..WMNW Htwroto IWV Iw ew.aa IN t.a•.wW I+N w+«Nt M pN+nM ww1,IwMN.r,t ft „ VINM AMW Yn4 M+No 1I,o r slat AnwN\fief al gnNY m IM Nat iN 1N t"0 la M,ta,Nq WMIMt Mrt1Yl tMpN INM W wAW ..IN 40 tee IV I rtN,w MNMK•OIN•OfNr N M„NN04 Na•.ta N I ",40 ton rN N q 40101t ., t tM..,r yTA".. lw r ilrlww rNMwaw w MmaWlw t+ iNHNrinib«>l�MrrW�I Ne�i�iitala�MNNa�N NiN KMY CI,Me eN+N,N EAST VALIEY ROAD, at a1, LOCAL IMPROVLMENT DISTRICT PROJfCT DESCRIPTION The proposed improvements consist of: 1. The reconstruction of Southwest 16th Street from Lind Avenue Southwest to the Fast Valley Road and the Fast Valley Road from Southwest 16th Street to Southwest Gist Street. The complete new construction of Southwest 19th Street from Itkinond Avenue Southwest to the Fast Valley Road. The complete new construction of Southwest 27th Street from a point 200 feet Fast of the Burlington Northern Railroad right-of-way to the Cast Valley Road. included in the above improvements are em- bankment construction, paving, curbs, gutters, sidewalks, illumination and enclosed drainage systems. 2. Construction of sanitary sewers in Southwest 16th Street from Lind Avenue Southwest to the fast Valley Road; in Southwest 19th Street to the fast Valley Road; and in Snuthwevt 27th Street from a Point 20o feet Nest of the Burlington Northern Railroad right-of-way to the Metro trunk line in Valley parkway and also from Lind Avenue Southwest to the East Valley Road, 3, Water mains and fire hydrants in Snuthwest. 16th Street from Lind Avenue Southwest to the Fast Valley Road; in the Fast Valley Road from Southwest 16th Street to Southwest 19th Street and also from Southwest 23rd Street to Southwrtit 27th Street; in Southwest loth Street from Raymond Avenue Southwest to Lind Avenue Southwest; and in Southwest 21th Weft frr a Point 200 feet East of the Burling- ton Northern Railroad right-of-way to the Fast Valley Road. - �i,•+.. ����� G..,,,..w.x .4 �...-.,....,.,,, �^ . .. . � � ._____. __ __ __._________�___.y.� ___� .___�. ___._.._�_�..._ T _ ._ . w _. e�. _A_ . _.�_._ __e. _ �___ .._____a._. ..� . . �. _.. . :_-__ . ____... .__ . . . r --- .�. / I � v .. �... _ ..�... .. . . .. .. T... �rru ..,_:..:�ti.4�...r.ae.s..w.....�i.�� .... ...- -..�.a.«... `.s • a �.����.T..�r-.�.� per — '�� �.. .... �.. .. ... _�.>.s ... .. ...... .. �. ... ..ter. .. .... ..t-.��.. � .s (a 1 ..�. r: ,�� �,�_ _ t . . . . ` � ,,....a,_. - ._ __----.._.._--_ — ..._. , . , . _ __ - e _. ._ : _. .�__ ti..�� . ..,w___...___._____ _� ' . - X .. ... ._. ..... _. . .,:�,.....�...._�. _ � � . . . ._.� W._ v....e.._..� ....a.� .a�....,..�................��_.�rr...�..� JONES ASSOCIATES, INC, c0f,tokrHp lNerNaRee 1.. LETTER OF TRANSMITTAL y Job No. C_IENT ' ' Ann - —� Transmitted from Production to Administration by _ Tgnsmrttod from Administration to Client by Date THESE ARE 'gAN$MITTED at Uec4e below; . M[THOO Celhhed Mad 0 ® ❑ Fa apwo.al Y .___ Date .Gerrit fy ._ By Hand LJ BY Data Rot. v Fa your uH Client PMsup 0 By _ .. ....._. Date Roc ❑ As repwilw TRANSMITTAL CONSISTED OF: p For renew aM cnmmwt Roport, title p onnls etunya albr iwn to u. Utter report doted ❑ ie accordance w/profnsbrrp p,esmmt Legal de[Cnptmn dated For p otho . Design plans of _ Shell Raenaret Original field nu»s, Page to Book Copy held now Pape to Book Survey Prat Sheet I, dated .___.. Sur"y Map. Shut to W. .. dated Specifications,title date --..—_ Other.described a ..._..._•_._..__.-..._ � ,, Signed EAST VALLEY ROAD 6 SOUTNWFST 27th iMPROVEMF'J5 STREET IMPROVEMENTS East Valley Road $1,465,199.83 Southwest 27th Street 1,207,116.16 Drainage Crossing for P9 Channel 8 Springb ook Creek 60 L00.00 _ 3'2XV!3T6J9 10% Construction Contingency ?73,231 JO 25% Administration, Interim Financing, Design fees, etc. 6R3,079.25_. Sub-to;,l S3,688,627.94 5% Inflation 194 431.40 in,0 T*.-34"" Total $3,875,000.DO Area to be Assessed - 10,606,400 square feet Lost 1 square foot $0.37/square foot WATER MOVEMENTS Fast Valley Road S 94,78/.SO Soudhwest 27tk Street. 89 2U0.00 .,_ State Sates Tax R 5.4'. 9OA3 -' 3, $ 193.922.83 10'. Construc—, Contingency S 19,392.28 251;, Administration, Interim financing, Design fees, etc. _ 48 480.71 ST Inflation S 13 Total S 275,000.D0 Total Front Footage • 13,400 front i�et Cost 1 Front Foot - $20.52/frnnt foot SANITARY SEM iMPRr VENTS East Valley Road t 116,000.00 Southwest 27th Street r�44 10% Construction Contingency 16,060.00 c5 Administration, Interim Financing, Design fees, etc. d0 2 .00 5% inflation YPTIMAL- Total $ 230,000.00 Total Front footage • 6,4.'l feet Cost/Front foot • $35.94 Total Project Cost S4,390,000.110 NI,TES: I. ENR Construction Index at date of this Estimate is 3215. 2. This Estimate assumes that no preloading will he necessary. 3. This estimate does not include provisions for the Pi channel crossing. 4. A sanitary sewer lift station nay be required at Southwest. 16th R Lind Avenue, but has not been included in the Fstimatr. 4ti1l luP•'.1 t'ii Ue'3 loo A Nup ltio: ,UAIJ 41 ..lrinq; l+mjl i I"L OOO`p4f 3 ut OO6'ElE S � cU'lll uul'1�'ir�l ' U06'!i9C �i 0OO'99 -6ulaueul:i w!.Ialui 'uo}lajls}u}u 4 4sz OJV'9L Xwotigluol clop:m.tl+a,n1 fol U0;'t:9L S UOU�l15C 3 OUO'Si .. . 1•ia+l5 4461 Ww4loos ONINI Wails 41('s 1%"llw5 OOT56 S ppna XalltiA 1tiVl ti ltt IW Aolid}it Hi IVli 1oo,l aamb,1;'t:'dS luo,} mtobj auO 1%03 laa; ,Aunhs 000'S6Y'!1 passnssy a4 al aa.ty QW'O9'i'S3 OWL 0004S99 u41414jul %S 000'SU'SY tolol-gns 000'166 _314 lsaaj u51580 •Su}lueu}j tpopl 'uol7oals}utwv ISE 0004M R,uaSu}luol uo}lowlsuol !01 000`ZZO'E3 ;,0•��, a)aa.t;} �oua46u}rdS ! }au11041 1d 'tauue4) 6d s6u}csoul ahFu}e.41 u00's19 }aoulS Vl6t 1%-W WS tkltl'E91'1 1aau1S 411E l`4NVOC 000'S9L`1S P kl IIPA lsul SfkjWgb0 ,lN! 1 f J1S SIMMAOMWt UMISV1 1S3Mt#UM ! 133815 4111 15 5 'DYON U IIVE\ I'M SANIIAR,Y SIWtR, IHi':JOVCMCNTS East Valley Road snutltwesn ?Ith Street S 7n,700 Southwest 19th Street 84,800 s4,D0D 10; Construction Contingency S 21R,50D 25< Administration, Interim Financinq, 21.650 Design roes, etc. $4,130 51 Inflation $ 292,280 14,615 $ 306,895 Total E 307,000 Total Front F,ntagr* „ 11,400 square feet fast per Front font • $26.93 square foot TOTAL. PROJECT COST SC,241.DOD NOTES: 1• fNR Const;urtinn Index at d'It,• Of this I;;;ti,Wte is 3G15 ?. This Estimate asstmtec that no preloadinq will be necr,;4ry. 3• A sanitary sewer lift station may be required at Southwest 16th and Lind Avenue' but has not been included h in the Estimate, EAST CALCCY ROAD, SOOTIRiESI 21th STREET A SO0111WCsl 1AREET IMPROVEMENTS S REEI IMPROVEMCNTS East Valle- Road $1,465,000 Southwest 2ith Street 1,:42,000 Southwest 19th Street 615,000 Drainage Crossings P9 Channel, P1 Channel A SPringhrook Creek 80,000 $3.922,000 IOX Construction Contingency 3Q2,000 2Sb Adninistretion, Interim rinaor,ing, Design Fees, etc. 981,0OO Sub-total $5,2%.000 5% Inflation 265.000 Total S 'S60,000 Area to he Assessed < 14,495,Ml square feet Cost One Square Foot $0.39/sMiam foot WATE11 IflPItQVEMCyJS Cast Valley Road $ n' 900 Southwest 27th Street ViD.000 Southwest 19th Street 25,000 $ 26o.000 State Sates Tax F 5.4- 13,;00 $ 263.500 10: Constio! tion Contingency 26,400 25% Administration, interim Financing, Design N•es, otc, 0,000 $ i!'s,n00 5�• Inflation lIr,OOD $ 113.wv total $ 374,00D Total Front Footage • 1$,660 front fret Cost One rront Foot S2D.04 fr:+nt foot 5nw1,r„�ty �1tR.�rmR;1v.�Cnrs last VAIIeY Road � s street st 19th set 77.7m 84.WO 54,000 lOa Con4truttitln Cont.in, v $ 2I6,500 25'> Ariaini4tration, Interi'mr ,_ 0esiyn rfe 1 nicinq, 21,654 PLC, 54,130 5« Inflation S 292,2R0 14,615 S 306,lt45 Per Fro Total 307,Om Total Frontriiontagf 11.400 square feet Cast nt. F'a�t + SYb,G? square runt Torn! RROdEel Cast iA!FI y; 1. ERR tor,h „tYan Ivi« e at uatf or" this I t ��., i, ihfe ""Ibitf anku"WS that .n� p�floadiog W41I % .� d LindrA %Avenue. lift $Utioi rqv be requI ml at South and find Avenue, put has not bm included in the Estimate. 1msL lhth JONES ASSOCIATES. INC T CON144T.YU MIY.r•{ To + 4 LETTER OF TRANSMITTAL 44 Alin CLIENT Transmitted from NOJuatron to Adlninttlrati Yrl by t len,mdted from Admmntlatlon to CliCta oyUah THESE ARE TRANSMITTED as<necked below. ta _ • tlF TNOO `� ti ._mod.. Certl!-ed Mail ❑ for we.+.n ❑ BY .. Date _CMlff.�/ By Hand Q By Deld Rat. U far ta., os Clgnt Pit MUp lJ HY RK r n At rp W.Nq TRANSMITTAL CONSISTED OR: ❑ rar 4.N..•na eommeae Rap( 1. titled ❑ enni\retw Ma anO toe,,In w Lett#, eptlrt dated _ ❑ In ruad�rµr wrprolM.gnp W...p.eNmnl Lauri dtl Motion dated T f'ue.�.[._,. ❑ Olnar • OMign pion,to •^eet Ihnl doMd Ramarw, ._.... ()"-net field mow,. Pau.- to Haµ Copy field notes Pogo to H.wk Sur"Y Rat: Shot 1„ dated -.�_�_.....�.. ..._�....._a..... Survey Map+ Sheet.�...,,.. .to dated Specda ations, bHW dated_ ......�._...._—_..,-- Othel dwIltieda, EAST VALLEY ROAD 4 SOUTHWEST 27th IWROV(t*NTS STREET_ RT1?1FNiS Last Valley Roar $1,465,199.83 Southwest 27th Street 1.707,116,16 Drainage Crossing for p9 Channel 6 Springbrook Creek 60.000.,%- 'U.732,316.99 10% Construction Contingency ?73,231.70 25% Administration, interim Financing, Design fees, etc. __6831079.25 Sub•totai $3.688,627.94 5s Inflation 184 431.40 33�T7;D3II:72` Total S1,875,t100.00 Area to be Assessed - 10,6D6,400 square feet Cost 1 square foot a $0.37/square font IWTER iNPROVFMENTs test Valley Road S 94,187.50 Southwest 27th Street V-183,IM7 50 State Sales Tax R 5,4% __M3_533_ s 193,922.83 In Cow ruction Contingency S 19,392.28 ?5l Administration, Interim financing, Design fops, etc. 48 430.'1 S, Inflation 13 009.79 1-�v Tatal $ 27F.000.00 Total Front Footagu * 13.400 square feet Cost 1 Front foot $20,52/square font SANITARY SEWER IMPRO LNENTS East Valley Road S 116,D00.00 Southwest 27th Street 44 800.00 10% Construction Contingency 16,080.00 25% Administration, Interim financing, Design fees, etc. 4400200.0000.__ 5% Inflation 10 N54. 14. Total E 230,000.00 Total Front footage 6.400 feet Cost/Front foot • $35.94 Total Project Cost S4,380,000 00 NOTES: 1. ENR Construction Index at date of this Estimate is 3215. 2, This Estimate assumes that no preloading will he necessary, 3. This estimate does not include provisions for the PI channel crossing. 4. A sanitary sewer lift s':ation rmy be required at Southwest 16th a lin. Avenue, r•ut has not been include' in the Estimate. S � EAST VALLEY.RGAD 1. Mobilization Excavation 6 Restoration A. Mobilization, 1 Lump Sum $20,000.00 B. Excavation 9,100 Lineal Feet @ 44 Feet, 11000 Cubic Yards @ 47.00 77,000.09 500 Lineal Feet @ 56 Feet, 2n00 Cubic Yardc @ $7.00 21,000.00 C. Restoration, 1 Lump Sum 33,000.00 $151,000.00 2. Fill (Class "B" Gravel) 20,000 Cubic Yards @ $7.on $140,000.00 3. Asphalt Treated Base 14,300 Tons @ $20.00 $286,000.00 4. Asphalt Concrete Pavement Class "B" 8948.25 Tons @ 522.00 $196,861.50 5. Cement Concrete Curb 8 Gutter 19,500 Lineal Feet @ $4.15 $42,625.00 6. Cement Concrete Sidewalk 10,700 Square Yards @ $14,75 $157,333.33 7. Wheelchair Ramps 30 Lach @ $85.00 $2,550.00 _1. 8. Traffic Marking Devices, Including Conduit, 1 lump Sum $15,000.00 9. Cast-4n•Vlace Mommnts, 12 E4ch @ $100.00 $1,200.00 10. Storm Drain 12" 6,745 Lineal Feet @ $14.DO $94,430.00 181, 2,100 Lineal Feet @ $16.00 43,200.00 24" 2,700 Lineal Feet @ $23.00 SO,600.00 36" 1,000 Lineal Feet @ $33.00 33,000.00 $221,230.00 11. Catch Basms, Type I-C 95 Each @ E750.06 $71 ,250.00 U. Catch Basins, Type 11-C, 48" 16 Each i+ 51,175.00 $21,150.00 13. Catch Basins, Type 11-C, 54" 4 Each @ $1,300.00 $5,200.00 14. Cen*nt Concrete Driveways 400 Square Yards @ $19.50 $7,800.00 Sub-Total $1,369,199.83 Illumination. 1 Lump Sum 96,000.00 TOTAL 31,46S,199.83 SOUTHWEST 27th STREET IMPROVEMENTS Excavation 8 Restoration A. Mobilization S151000.00 B. Excavation, 24,771.78 Cubic Yards 103,444.45 C. Restoration, I Lune Cum 12,000.00 2. FVI 84,730 Cubic Yards @ $7.00 $593,110.0n 3. Asphalt Treated Base 5,122.91 Tons @ $20.00 $102,458.23 4. Asphalt Concrete Pavement Class "B" 4,039.26 Tons @ $22.00 $88,863.70 5. Cement Concrete Curb 8 Getter 1,600 Lineal Feet @ $4.75 36.100.00 6. Cement Concrete Sidewalk 4,222.'2 Square Yards @ S14.75 $62,277.78 7. Cement Driveways, 300 Square Yards @ $19.50 1,850.00 B. Wheelchair Ramps 12 Each @SA5.00 $1,020.00 -1- 9. Traffic Markings, Including Conduit 1 Lump Sum $6,000.00 10. Cast-in-Place Monuments 6 Each 9 $100.00 $600.00 11. Storm Drain 12" 3.353 Lineal Feet ® $14.00 $46.942.00 18" 1.225 Lineal Feet 9 $16,D0 Iy 36" ,600.00 1,350 Lineal Feet ! $33.00 44,550.00 S1II,092.00 12. Catch 8as�ns, Type 1 30 Ea n R $150.00 $22,500.00 13. Catch Basins, Type II-C, S4" _.,.-6 Each 0 $1.3m,00 :1,800.00 Sub-Total 11,166,II6.O0 Illumination, l Lump Sum 39 W0.00 TOTAL 31,207,116.16 -2- WARR SYSTEM SOPTHWEST 27th STREET IMDROVIMINTS 1. 12" Ductile Iron Water Main 1,350 Feet 0 $16.75 $22,612.50 2. 16" Ductile Iron Iron Water Main 2,450 Lirpal Fee. @ $21.50 $52,675.00 3. 12" Valves 4 Each $675.00 $2,700.00 4. 16" ViIVOS 3 tech @ $1,000.10 $3,000.00 5. Fittings E.3,000.Oo 6. Fire Hydrants 6 Each 0 $1,800.00 $10,800,00 $94.787.50 WATER SYSTFM LAST VALLEY ROAD 1. 12" Ductile Iran Water Main 3,600 Line Feet @ $16.75 $60,300•OD 2. 12" Valves 8 Eacn @ $615.00 S5,00.00 3. Fittings $2,000.DO A, Fire Hydrants 12 Each 0 S1,800.00 $21,600.00 °FMER 1. 8" Sanitary Sewer East Valley Road 3,000 tinW Feet @ $30.00 $90,000.00 Southwest 27th Street Improvements 1,20C Linea Feet @ $3G.00 $36,300.00 2, 48" Manholes East Valley Road 9 Each @ $1,200.OJ $10,800.00 Southwest 27th Street improvements 4 Each 0 $1,700,00 $4,800.00 3. Extra Depth Manhole's, 78 feet East Valley Road 70 Vertical Feet 0 $411.00 $800.00 Southwest 27th Street Improvements 10 Vertical Feet @ $40.00 $400.00 4. 8" Stubs East Valley Road 480 Lineal Feet 0 $30.00 $14,400.00 Southwest 77th Street Improvements 120 ISneai Feet @ $30.00 $3,600.00 -I- IWAI S East Valley Road $116,000.00 Southwest 27th Street lmprovpment< 44.800.00 I* I cones Associates, Inc. CONSULTING ENGINEERS aoawo PROFESSIONAL SERVICEStGRFEMENT ... _,_......,_.. __.... ._., SHORT FORM VUlNt NO THIS A( REEME\T entered into at Bellevue waSh1 tan on the X CITY OF da) o 4 . un 19 . h) and between heremalier-\AS Client",and 1O\ES ASSOCIATES,INC .otrandter-ailed"knwneer" • V, AS the Client requires that certan Irofesuonal Serlcw be penormed as sat forth trAS "Scope of Services" and V, AS Engineer is qual!fied and licensed by the State Board of Registration to perform sao-,TF RF, Engineer agrees to proude said Sert¢es and to dell. to Client those items at- she w under "Description of Final Product"and faher ag to aceomphxh said set. va ti b and professional manner, TFO , Client agrees to compensate Engineer as prod d o nder "Profetmonal SFee" d under"Terms of payment"; Alient a Engineer agree to all the Terms of the Co tract including Provisions at fon the ecru side hereof SCOPE OF SER\'1('FS Professional services conjunction with the F VAL Ly ROA'U, et al, LOCAL IMPROVEMENT DISTRICT fu y described in Exhibit "A ached and the accom. panyinq Project Descript n. • l� Ans "A 1"Iloled of 1 -1swe,i after duly i _. ly t31 dealt t , tia,11111 _i, :cif,: ,,,VA tro,i t-1 '1-(":t uW 1 ilpul.•Jr JLdI he ;ntrtla,l 11,1 e paid momhl) lot samf on A time and"lav,so Masts 1N.SCRIPT Hl\CA 1 IN%I.PROD Plans, specificirtions, contract documents, preliminary and final assessment rolls, other professional se vices as may be authorl:ed by Client. COMPLII[(IAof A- t,A\ Al Professional servi ,ecessary for Client to award construe inn contract in accor- dance with Exhibit attached. OthRr professional servic dependent or, Con- struction schedule. PROT I \S10\\1. St R\ II S Il I - In accordanc th E hibit "B", atttthed. 1tR\h OI AVtlA I ices tkndered monthly, based/on estimated nr'ogress, paymen due fifteen (15) ays ft eipt of invoice. f \ gl CAI ♦� sail 1+�1 �a, I•.d a.. !. �.: h-n� a:..,filed MA& .! i ,-sc;ulr,l tiro 1t' He arltit'n 91,\t U I ♦t.{\I I R 1 I II AI .ITV Of RENTON hiAI s VvsIM I AIt S IAI 8\ RV AOOILIONAI PROVISIONSOF AGNEEMENT • r IN,ch"S,W FMiMw aFi W rh.,IM INbwM e.aw\MM\MII IN a eM1 of tMa M'N«nn1 1 9xxrww waYgi winm Iba 7 YIrNt m Y M•a.n,tnr wt be"N tnei,.\,w wt e,MY CINli1 toldww\une.rv\a•w'WTtn"....xl N nx N+r.wml.HwM] In,M ,1M wowxM ar Mn AYttwNnl Ibwi M Mq to M,n4ww Ma 4nMl IXwI M W q 1W o-,N4nI on 1M Wion M'.T{ n'aNNO !M Mew MOwIbM 01 Mq gNm.l0nt f]V w 14 o ho,0, al MY IxM,MTYwan ee W'MMI M!M Inp,nt. i n.,r M(anal,Y.q by told Clnn\ W9Ya^64'NM Girt ITaM.►rV ar MY aMN 1NT.mnJ,M1en W ae.MMl M 1'M1Vw e,a M4 "Not"Sh"d IV rM t altlan tN,I1M ShV,,IYg1i1MrrMMO N "n.'tiM1M Y�ANwMtr,h"{M 11a1wNw ar IftNl tnY iun er woe Mite.IthLL wnan nwteMNnr\aqe t0avlt1ln„ rMy0r,M0 e0„IN nawro MNI apM,t0. 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IVAl i �MNNeMM IwY MnMnwm wNrqn.+vo n t l0,trA r Ntnnlit,w o 4igwe.IYNN r nwwlNXMNYwY' wrtPuhoo t4w,Ia W Noor I ld#�AIPIP .'a wn Mm.M ey fMCAM "!W.Tn NIII hry'Wllnt,Ill e41N. ,NIXw11w, tw],nw• N iet OV,""W, ,d,ft fii'::r IXM' np Its rFipwyN tool WNN try Mw txIIMY.'\Mw9Ma WIM Ne AYd{tefFlMWM.M!W Me j7 e�niN«„W eawi�{M el Its .w"-4 told vw*�FM NtwowN N�Y YM 1twYF F+y`nwr Mtwlwl"dM YII tsh.M w'w4x rF M wN aA K`FW1N 77 Kwarp N'NY.MV n.Om. tal ttwl\ pY,iYY Vf diwl1] P. n•W dt't'fUt 4X'vWY W t t'^e«eM mot,w NoN wow«. WrM ININS WM T N w" 1MN,w.M Y vmdoowl.Y!Maete Its I.'NovMn'.0M11Na wwnWIMIY •M^IY•1nY NMfiYt rott xrw VNNA^t`4.r,iwAO MMJ Its iYgat wtoi I.anrM 111,.e1.{nlly wn 1M N.q rp xN FwpM A.. !eM.M ixpl eMwaf pM ♦i+r CaY•gw.n"fuF°etbhtLy erwrflw4 M M.nxn.W 4WAO W YM NM town wi N X{I nN wn.Nx 04 ht M.rent W r 'M•t MY eWWN.]w wY\ •MW wlp."a.a am4l\waNX Mw wlwt ftilx MF t A Val a'apHH teI"eIIN^I wl w itW11 W NtW ra „faMN raiwMANn Me t^F x'xFFi AM Ywn 1r rw NNxto Nte+eF W wMMw,M Mr]pW YM eN tell i Me hr EAST VALLEY ROAD, at al, LOCAL IMPROVEMENT DISTRICT PROJECT DESCRIPTION The proposed improvements consist of: 1. The reconstruction of Southwest 16th Street from Lind Avenue Southwest to the East Valley Roei and the East Valley Road from Southwest 16th Street to Southwest alst Street. The complete new construction of Southwest 19th Street from Raymond Avenue Southwest to the East Valley Road. The complete new construction of Southwest 27th Street from a point 200 feet East of the Burlington Northern Railroad right-of•way to the East Valley Road. Included in the above improvements are em- bankment construction, paving, curbs, gutters, idewalks, illumination and enclosed drainage systems. 2. Construction of sanitary sewers in Southwest 16th Street from Lind Avenue SS41 eutMmy tole EAst Valley Road; in Southwest 19th Street L e EraMst«VMei� Road; and in Southwest 27th Street from a point 200 feet west of the Burlington Northern Railroad right-of-way to the Metro trunk line in Valley Parkway and also from Lind Avenue Southwest to the East Valley Road, 3. Water mains and fire hydrants In Southwest 16th Street from Lind Avenue Southwest to the East Vallev Road; in the East Valley Road from Southwest 16th Street to Southwest 19th Street and also from Fouthwest 23rd Street to Southwest 27th Street; in Southwest 19th Street from Raymond Avenue Southwest to Lind Avenue Southwest; and in Southwest 27th Street from a point 2DO feet East of the Burling- ton Northern Railroad right-of-way to the East Valley Road. 3q�� Exhibit "A" to contract between City of Renton and Jones Associates, Inc., dated June 21, 1979. SCOPE OF WORN During the term of this Agreement, the consultant shall provide design and con- struction services in connection with the following project: EAST VALLEY ROAD, at al, LOCAL IMPROVEMENT DISTRICT !/+ The Scope of Work shall include the furnishinq of all services, labor, materials, equipment, supplies and incidentals to conduct and complete the work as follows: A. Design street paving, curbs and gutters, sidewalk%, driveways and traffic channelixation; B. Design storm sewers; C. Design utility adjustments; D. Design sanitary sewer; E. Design water main. I. Basic Services: The Consultant shall provide the following basic engineering services for the project consisting of the preparation of detailed construction drawings and specifications, estimates and other relative information including but not limited to the followinq items: a. Preparation of detailed constrw'tion plans including the following: 1) Plans shall be prepared with such provision and in such detail as to permit the convenient layout In the field for construction and other purposes within a degree of accuracy acceptable to the CITY. 2) Plans shall include cnmpletc details for the construction of the proposed improvements including details for naving, curb and gutter and the installation of storm drainage, %anitary sewer, water and utility adjustments, 3) Plans will consist of a title sheet; sheets showing the estimate of quantities, typical sections; special sections; special de- tails other then standard details available for the STATE'S or APWA standard drawings; special layouts; Plan profile and cross sections. vwft�w6 SMM srw 3rx*4% `gJit .df 4) The horizontal scale for the plans shall be "one inch equals 20 feet". 5) Plans shall show all the existing physical features. surface and sub-surface facilities, as determined by field survey or indicated on CITY or utility company records for the area in- cluded in the right-of-way, or greater, if necessary, outside the right-of-way to include pertinent details adjacent to the right-of-way. b. Preparation of proposal for specifications, contract documents and estimates Detailed technical specifications wi 1 be pf"red by the consultant. C. Supervise subcontractors in connection with prenaring design services. d. Prepare estimate of cnnstruction costs based upon the approved con- struction plans, estimated quantities and IQ79 unit bid prices. e. Prepare and bind contract documents. f. Supply information to prospective bidders with respect to design. Q. Attend a pre-construction conference with the successful bidder. h. Interpret drawings and advise throughout the project. ` 2, ft r S rviges:, The Curtsultant shall provide the followinq services if requested by the CiTY, a, Preliminary assessment roll preparation complete. b, Field surveys required to complete the plans in the Agreement, C. Plotting of topography. d: Geotechnical investigation, Soils investigations including r+,t borings, related analyzes and recommendations. e. Illumination system design, f, landscape design. Q. Studies, tests and process determination oerformed to Pstablish design criteria. h. Engineering surveys for utility location and uhotogrammetry; tono- yr-nhy and field layout for the contractor, I. Coordinate with the utility com anies in connection with the design phase of this project. The contemplated utilities are enumerated as follows: 1) Electric Power 2) Telephone 3) Cable Television t !) Natural Ws 5) Seattle Water Department 6) king founty Drainage District J, Assistance to the CiTY as expert witness, and In hearings before various approving and regulator; agencies. k. Preparation of applications and supporting doct+nents for govern- ment grants or obtaining permits from regulatory agencies. 1. Design to meet unusual criteria such as earthquake, rite screening or spy*clal environmental requirement. n, Construction Surveying, The Consultant %hail provlle the horl-"ntal and vertical contra; for the construction of the projet'. " requested to do so by the CITY These services shall include; 1) Set slope stakes 2) Set grade stakes 3) Set blue tops 4) Set curb stakes 6) Stake sanitary sewer adjustments 6) Stake storm sewer 7) Stake right of way 8) Stake clear and grub limits g) Reference existing monuments 10) Reference existing property corners 11) Sat miscellaneous stakes as required: a) Driveways h) Street tightinq Poles c) Fire Hydrant Relocations d) Relocate Telephone and Power Poles I?) Upon final completion of con%t .ction, revise improvement plans to reflect the "as built" conditions. n. Construction Engineering: The Consultant shall provide "- following construction engineering services it requested to ! oy the CiTY, 1) Provide full time resident inspection with qualified inspector(%) 6% required. 2) Prepare a construction schedule curve (using a schedule as sub- mitted by the Contractor) and computing and plotting actual progress as the contract is executed 3) Keep a daily Job diary and inspectors report for final records. Also, keep truck tickets and quantity records as required. 4) Assist in the preparation of monthly pay estimates. 5) Coordinate with the CITY in all phases of work. 6) Assist the CiTY in ntootiating extra work orders or contract change orders as required. 7) Order all soil samples required to maintain quality as spec- Mod and take other sampling such is Wt not ilmi'N to concrete cylinder; and &%v .,,t s&o as and to take to a qualified 'aboratory for analysis and evaluation of results. 9; Upon project completion prepare a set of final records in- cluding a job history explaininq nver and under runs, time extensions, Ott., that would be note ,ary to satisfy the requirements of the financinq ages y. Oo c�! EXHIBIT "e" SCPEDUIE OF FEES 1. Right-of-way Resolution, Design Surveys, Cross-Sections and Topography Fixed Fee of 2.51 of Construction Cost 2, Geotechnlcal Investigation and Analysis Time and Expense with an NCO of S1q,500 3. Services in nreoaratio ana publication relatinn to nearing on formation of preliminary assessment roll and preliminary assessment map. Time and Expense with an NCO of $8,250 a, Basic Services fixed Fee of 6.5% of Construction Cost paid as follows: a, Tentative design and cost estimate for formation proceeding - monthly progress billing not to exceed 10% of Basic Fee. b. Final plans, specifications and cost estimate including 35 copies of contract documents - monthly progress billings up to 86% of Basic Fee. L. Site visits, final inspection, and project completion report - monthly progress billing up to 981: of Basic Fee. d, "As Built" plans - 100- of Basic Fee. 5. Construction $taking Fixed Fee of 23t of Construction Cost 6. Construction Engineering e Time and Expense with an NCO of 3: of Construction Cost 7, Final Assestmont Roll Time and Expense with an NCO of $4.100 Construction cost iS based upon engineering final estimate and does not include Washington State Sales Tas, Financing Costs or Design Fees. -af Jones Associates. Inc. C(psut.r lNG LNa IN LESS EXHIBIT"I"to01111raetdat%A Jucrl 21 IV 79__ Tilt"Abor+Af Ietmt and:twauwm,eppU it)p#,W,tt that mlutrt t eVio"oly wo nt,.aIW the.,mpexwtbm It vompaud tm t Toler tml t\Pena hoar i6lypt Met ane.a leta,"I"b\ loMe elomlo t.Iw wi T A I bats ap arotnputrd e.Idka%, TM itr ho ulhrl that fnnttp�r and asWw laitll wYl M a+mprad h?mWltld\mp w!. 2.9 r -e.ww.tw �t 1` ud a„' ha et to tht rr 'he a t,1 „N µa a ..1 : r.. ." 1 +. „', 1 X"I w`t W/I ilemet l tow '004 t =',m a„ia wal.r., it pomp M.hb enJ lite w.ulatwt th hwm the rrk it,.,I,t avi\b ethm tw af1. E fwld ind Ylthr%,nk N •+Iha +hen r0luipait awl iri wh itt 1t thatptd h,t m mlMwllpm t,wn..,1 hrl.! 4 1„�il.. Tile lee to ptww tpda%dl bt.hµpel�at fart" Mile I;"1 J.sllFn p a+et h 1th trr ru a+a,r.:"o"*Ali he ,howdat h Mky Nita It IdldMM pot hewn III the Iwo thr I IICIo *ohe, 10 limit the a{pthd hoci W. mn th4w the 11,106 t*IN rtubl/dt a MtumYm 0"1 lNdklelhm IM t U t ltu knpgwrt yrttt tilat Aa two W NI m t t\.Mt Ilea kl1 e l Wuhtwl ptwn awA1aFINtiWf td IIa Client aW]het Flavor ape"Nlat the lnpuwtt it NOT obhp It h1 it"..wt'vk % .+.•h haws a value n1 turn of Net M:P it The thpve"t aunt tint Warrant Not she peilfte Om lot Awsmrphdwd hie Iht M 1 U to mi h,m it tiw l lwrlt to%"Athvp to e ttwitAw the M1 U..Iht l Now#eris"ttpaYhxeetwva Itmk"ail,h,the M 10 in a.,tam.e%till Mow"i1 o11M i! p4,•Ieultmel ltnw'N 4"evet"1 Rrmllwniwlr atpenre,wrN ht b1Ntd at aril Jiw,t.tat yiux FL1LeeA. I is I pet ant We Alrotopatr that tlwl hA,wmp e1W;Flnarktd 1tunl+ulwpk tMwAaee WINM hwufted a+.,,mw,mm%oh Ihh pote,t ilantp..ItatNm Oil WIP atlen,t tkpMwt 114011vd I'll,tin+0 I.%it I,a,al"I penmmel "pupil"4,uv, 'I nml dwlattr IekepholIPA.'a1Nv t"feloo+ud.aNea kul,mwmNt t\pmmWt tot ttaNep.Wrdtwm t,tn.l Ial t,RVM.'rL.CtfliPtA)Wbhh'Iti,IMNAet}.:,IW1n.+1U a1 "I,Cnlr l><•r nl� the I+,eva.d\tlmpariF♦wlWtl tbwe tehl.N,a W,tWn p'at ntdr to l t.w utt 11i want oat m/Wkt fl mt1 c.nt plat I a�t Matta ,atppirre etW vthtr fNVM esptlnlwl dutlMt the,t%ttw Of tlw PI j lkepmdwlran rtyta w Jtawbtpt IVW mua aad 1mf lit. x tpr,uhr'ht 9frtkmt ni PMWdtaWre walk I'IteWl`F piP`t aPPn•,�I Ir.,,a'fin.I t' :tpe:la!ntmfinewl Will o,r,aatt.,l h+r N it*f+,tFwti11w1 tahl, X COnIpYLlr �tlpplLAAi�2.fi(l�NGU1' It kc i - w rr i i ITY 11f RINTt1N Itwn,,,.. ,NINft Sk AU5, INC, r r EXHIBIT "D" City Council passes notice of Intent June 2S, 1979 to form Local Improvement District Authoritation to proceed with initial July 16, 1979 data collection necessary to prepare cost estimate and preliminary assess- ment roll, Staff review of tentative design Reek of August 27, 1979 Contraction contractor develops unit Werc of August 27, 1979 prices sod cost estimate Council holds hearing on for,Aetion of October 1, 1979 Local Improvement Dist,,cc Council creates Local Improvement District October B. 1979 End of thirty (30) day protest period Nc-after 7, 1979 Start of Final Design November 8, 1979 Council Authorizes Call for Bids March 10, 1980 Bid Opening April 17, 1980 r.t�r ENDING OF FILE FILE TITLE �ro a - LTD -31 'A pind e. Odsy„ Ylo�s