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I <br /> I <br /> SUPPLEMENTAL INFORMATION <br /> Item 9 - A drawing sheet from the existing Evergreen Pump Station record drawings <br /> (Drawing Number 03677 dated July, 1966) has been provided as <br /> supplemental information and is attached to Addendum 4. <br /> ANSWERS TO QUESTIONS SUBMITTED FOR CLARIFICATION <br /> Q1. Bid item 37 SnoPUD Charges- Section 01 22 20 measurement and payment <br /> states we are to include costs for SnoPUD. Is this correct? Usually we see that <br /> number provided on the Bid Form. Is there a contract for the SnoPUD charges, <br /> or can this number be provided by the City since it is the same for all bidders? <br /> RESPONSE: THE CITY OF EVERETT WILL PAY SNOPUD CHARGES <br /> DIRECTLY. SECTION 00 41 13, BID FORM, AND SECT/ON 0122 20, <br /> MEASUREMENT AND PAYMENT, HAVE BEEN REVISED TO REFLECT THE <br /> DELETION OF BID ITEM 37, SNOPUD CHARGES. SEE ATTACHED <br /> SECTIONS FOR MODIFICATIONS. <br /> Q2. On Sheet36"C4, 24 ft of SDR26 pipe is called out. Due to the small quantity, <br /> there might be supply issues. Would you be ok with just adding that quantity in <br /> more ductile? <br /> RESONSE: BID ITEM 19, PVC PIPE, SDR 26, SOLID WALL, 36-INCHDIAM., <br /> HAS BEEN DELETED FROM SECTIONS 00 41 13, BID FORM, AND 0122 20, <br /> MEASUREMENT AND PAYMENT. BID ITEM 20, DI PIPE, CLASS 52, 36 INCH <br /> DIAM. QUANTITY HAS BEEN REVISED FROM 55 LF TO 85 LF IN SECTION <br /> 00 41 13, BID FORM. SEE ATTACHED SECTION 00 41 13, BID FORM, AND <br /> SECTION 0122 20, MEASUREMENT AND PAYMENT, FOR <br /> MODIFICATIONS. <br /> Q3. Please confirm that the new 36" ductile iron pipe overflow bypass needs to be <br /> Protecto 401 lined as specified in 33 05 01.2.01.A.3. <br /> RESPONSE: THE NEW 36"DUCTILE IRON PIPE OVERFLOW BYPASS <br /> DOES NOT NEED TO BE LINED WITH PROTECTO 401. <br /> Q4. Please confirm that the new electrical building stem wall and building slab are to <br /> be tied together as shown on Detail B/S7, with the "#'l @ 18", PLACE AT MID <br /> DEPTH." <br /> RESPONSE: CORRECT <br /> Q5. Are the existing pump station CMU walls as shown on S11, S13, and S14 <br /> hollow or grouted with rebar and can they support the full hydrostatic weight of <br /> the poured concrete? Also, is it acceptable to anchor into the existing walls for <br /> the shear wall formwork system? <br /> RESPONSE: EXISTING CMU WALLS ARE MINIMALLY REINFORCED. <br /> THEY ALSO HAVE LATERAL STRONGBACKS THAT WERE INSTALLED IN <br /> Addendum 4 to Evergreen Pump Station Modifications(WO#UP3747-3) Page 3/4 <br /> ' CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425)257-8800 • Fax (425)257-8882 <br />