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TOWER VALTEY TRANSFER STATION <br />RESPONSE TO RFI QUESTIONS - August 1,2024 <br />Jtcflor{OAIE RIqEVED I iR quclflloil RtSPOt{SE <br />00 43 01 5/2412024 L Wlll Je€ding be paid by tump Sum or unit price? <br />The bid item forseeding has been changed to unit quantity. ln addition, a <br />lump sum bld item has be€n added to include IandscapinSwork. See <br />addendum No. 1. <br />7 1312024 2 Lighting Substltution <br />The LiShting Substitution submital is apProved. Approved submiBal is <br />included in Addendum No, 1. <br />00 43 01 Pte"sid oql27 124 3 what is the scope of work for gid ltem - 6 - Unsuitable Soils Excavation? <br />The scope ofwork for 8id liem No. 6 - Unsuitable Soils €xcavation lncludes <br />dewatering (ifrequired), excavation, loadingsoil into a vehlcle, transpoiling to <br />a stockplle on sitq unloading matedal <br />Pte-Bid 06121 124 4 <br />For theAdditiveAlteanative gid ltem No.4 - Hauling soil to Ryegrass landfill, who owns the soil? <br />What does this bid item include? ls the soll contaminated? <br />TheCountyownsthetoil. Thebid item includeshaullngsoalfrcmthesite to <br />the nyegrass Landfill only. Kifritas Countywlll have equipment at the Rye <br />Grass Landfill tospread the material. The5oil is notcontaminated. <br />Pte-Bid 06127 124 5 Excavation ofunsuitable soil may.equire dewatednS. Wherewater be discharged? <br />lfdewaterinS is r€quked, the Contradorwill be requked to build t€mporary <br />sedimentation ponds or sedimentation trap EMPs whlch dltcharge to the <br />project storm system in accorance with State of Washington ' Depadment of <br />Eaology - 2019 stormwater Management Manual for Easte.n washlnSton, <br />Chapter 7, €lement*10, Page 769. Alte.natelt EMPs can drain to a temPorary <br />Bravitv oa pumped conveyancesystem dralning dlrectly to the adjacent <br />ahannel. Proposed dewaterlng BMPS must conform to theWashinton State <br />Ecology design standerd! and shall be submitted to the enSineer for approval <br />prlor to dewaterinS adivitles, Addendlm No 1 added this informatlon at the <br />end of the paragraph of Pafr 1.9, subledion I ln Sedion 0l 5000 <br />Pte-Bid 0512? /24 5 Will AIA gid Form A 310 be provided?Yes, AIA gld form 310 is provlde in Addendum No l <br />Prc-Sid 06127 /24 7 Who is responrible for qualjty control TestinE? <br />The contractorshall retain the seruices ofan lndependent Qu.lity Contrcl <br />lesting for to perform soil and concrete testlng during constructlon See <br />Technical Specification Section 01 4000 for QualityControl Testing. Payment <br />for QC tegtlng will be paid in accordance with 8id ltem No.3 _qualitYContol <br />Testing. The City of Ellensburg will be perfo.ming inspection of water and <br />sewer system componenB. ln addition, the Engineerwlll pedorm speclalty <br />steel inspedionseillaes. <br />Prc-Bid 06127124 8 Forthe Additive alternative bid items No. 1,2,3, what isthe conslruction limitforthese ltems, <br />ForAdditiveAlternative gid ltem No. 1' Administration guildlnS, Additive <br />Alt€rnative Bid ltemr No.2 - MRw guilding, and AdditlveAlternatlve Bid ltem <br />No.3 -Tire RecyclingArea, th€ bid item should lnclude all items above the <br />subgrade completion leyer lncluding plumbing, electrical, water, foundation <br />solls, concrete, and all other building cooponenB fu pafr of utllltv bid iiems, <br />the contractorshall inst.ll and cap all utilities within 5'ofthe building. <br />ke-Bid 06127124 9 ls there additlonal Groundwaterdepth information available?piezometer and monitoring ls provided in Addendum No. l. <br />Prc-Bld 06121 124 10 Cen Civil Autcadd Drewings be provided? <br />Yes, civil AutoCADDdrawings are evaliable upon request. Contact Oanny <br />Duong (DduonS@scsenglneers.con). <br />Prc-Sid 06/27 124 1l Clarify limib of Bid ltem No.7 - Geotexules. <br />Geotextile fabla shall be placed under ail grav€l and paved surface5 and atthe <br />bottom ofthe unsuitable soil ex.avation {note wes added to Eailhwo* <br />Gene.al Notes in Addendum No. 1, sheetG5) <br />7 172/2024 12 Door Hardware S0bstitution <br />The exit device substitution (Dormakaba Precision 2o0O Seri€s) is approved; <br />however, the door closer rubstitution (oohakaba QDC1ooSeries) ls reject€d. <br />13 Clarify4-inch and 7-inah 65phalt paved surfaces shown on plan sheet c3. <br />Sheet c3 was.evised to clearly identifYthe 4-inah and Tinch asphalt p.ved <br />surfaces and is included ln Addendum No.1. <br />7 /16/2024 14 <br />Arethe fire alarm svstems in the four buildinSs going to be conn€cted together fo. monitoring <br />reasong? Or, do they need to be connected sin8ularly? Ako, for be.m detedion, there are five of <br />Yes. All SFACP are conn€cted to the FACP. The FACP is the sopewisingstation <br />that wlll contact the fire depadment. The quantityofbeam detectors is <br />subject to chan8e bythe fire alarm cedified deslSner. <br />7 /L7 12024 15 <br />One buildingshows FACP and the other 3 aieSFACP so I was assuminS that the SFACP are sub- <br />paneh to the main panel to form a netuork. lfthls is coffedwe need to install a PVC condult <br />between all buildingt so I can install a 16/2 &lrted pak wire for my nework and this way all <br />buildlnSs will be connected and we only use one c€llular for the monitoring ofall buildlngs. <br />All SFACP arecodnected to the FACP. <br />The connection p.otocols allowed are anyofthe followlnS: <br />1. Dkedlyconnected non coded gyst€m. <br />2. Dlgital alarm conmunicator tran3mitter (DACTI <br />3. Telephone lines <br />4. Two-way radio frequenry(RF) <br />5, Private mlcaowave radio transmifrer. <br />lfthe cont6ctor choose the telephone lines option, there It an avaliable 2" <br />conduit feedinE into each bullding. <br />11 34 19 1 /17 12024 15 <br />Spec (13 34 19 1.2 S 1 c) says Manufactur€r must p.ovide FM Global approved .oof and wall <br />assembli6, when PEMg manuftcturers are onlysupplylnS the wall panel and roofpanel, not an <br />assembly. Pleese confirm whether or not FM Global is a requirement for thewall.nd roofpanels <br />FNI 6lobal approval is not required where PEMB manufacturer ls only <br />supplying wall panels or roofpanel5. <br />13 34 19 7 177 12024 1'l Please Confirm Wind Speed - 110MPH in Plan! on 0-5001 and 99MPH ln Specs 13'34'19 <br />2.3E,1.c.4.a. <br />The specs are correat. The wind speed in the plans will be revised es follows: <br />Vult =99 mph <br />Vasd .77 frph <br />13 34 19 7 h7 /2024 18 Full helght wall liner panel called out in specs (13 34 19 2.2 A 1), but no liner panel shown inside <br />pFMR in 6l,h( ptFer..dnfrrm no lnterior liner oanel if,side PEMgs. <br />confirmed, <br />81112024