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23A - PROJ - DELHI CHANNEL PROJECT
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12/06/2016
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23A - PROJ - DELHI CHANNEL PROJECT
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Last modified
12/1/2016 4:04:21 PM
Creation date
12/1/2016 3:51:56 PM
Metadata
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City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
23A
Date
12/6/2016
Destruction Year
2021
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MAYOR. <br />Miquol A. PW!do <br />MAYOR PRO TFP,1 <br />VAwnta sannnionto <br />COUNCILMEMBERS <br />AargePica Aanercua <br />P} Davd Ben€rvidos <br />h9 &eW Ma nimr <br />Roman Royna <br />Sat Tinraicro <br />September 15, 2016 <br />ITY® A 1 Va"l <br />212 Civic Ganser Plant w P.fa. Box IWEI M-315 <br />Santa Ann, Cdnomia 92732 <br />(714)W-5013 <br />grnnv. san�;�rwro�s.grr� <br />M CONSTRUCTION CONTRACT BIDDERS <br />SUBJECT: PROJECT NO. 16-6467 SANTA ANA -DELHI CHANNEL DlveRsioN <br />CIY MANX3FR <br />Pavia$ C avaaIs <br />CITY ATTORNEY <br />Sonia R, Carv,Jlh n <br />CLERK CSE rnf COUNCIL <br />Ivtwia Pi. Fha zar <br />1. The following changes have been made to the Contraction Documents of the subject project: <br />a. Add the attached APPENDIX H, GEOTECHNICAL INVESTIGATIONS REPORT. <br />b. Attached are Pdf fifes of Addendum 3 plans issued before. <br />2. Response to submitted questions are as follows: <br />i. Please provide the details requested fbr the coarse bar screen shown on the attached PDF. <br />Coarse bar screens: (2) 8' w de panels each consisting of (2) Intermediate panels of <br />HSS3x6 columns with HSS4x4 and IISSM beams and (2) end panels of Cit Columns <br />with HSS4x4 and HSS6x6 beams, all hot dipped galvanizing. <br />A All tube sections are to '/4" thick <br />• The ends of all horizontal HSS4x4 and t-ISSGxG beams are to be fully welded both end <br />to support columns and channels at the walls" Provide 114" weld all round, seal all joints <br />and coat with galvanizing paint to match galvanizing on all components of structure <br />• The HSS12x12 columns were revised to C12x25 channels at the walls -- clips on detail <br />4 are to extend 2W onto the flanges of the C12 <br />if Plan Sheet DS05 calls out a CCJ. Please provide details for a C J. <br />The Contro[ ed ;racking Joints (CCJ) of hydraulic slabs was addrossad Addendum 3. <br />SAN TA ANA CI "rY COUNC 11, <br />V,*,dA Nxliq cri Srpai as Al5,%',,*'T'aiojed 164646Vu k�cLti Ana 144' 'n�3etemnek {7iuFP"nn rr, Wn.'ay�rre t rt€-.�3 3,:.,��fi:ntv�:@ f, 'nr€ir-:va,o <br />Ma", '.ns v i m! run's V'V4 t Waw t 'h'Aw J .uunf a 6Naq s ,YAM <br />50. w4&20?v't4M,1Ci..®.J .ai:. a:. !fY:iKUt3..i'Jll-4'a .ti*"aY':Ula`'w^9LLC,i v`4..".:g ZIK-1139 <br />211Gnm'%..:;i14�+1:4Li'uJ <br />
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