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MAYOR <br />Miguel A. Pulidu <br />MAYOR PRO TEM <br />Vincent F. Sanniento <br />COUNCILMF_MBERS <br />Angelica Ainezcua <br />P. David Benovides <br />Michele Martinez <br />Roman Reyna <br />Sal Tinaiero <br />February 19, 2016 <br />ADDENDUM TWO <br />CITY OF SANTA ANA <br />20 Civic Center Plaza * P.O. Box 1988, M-43 <br />Santa Ana, Califtania 92702 <br />(714)647-5019 <br />w�ary <br />CITY MANAGER <br />David Cavazos <br />CITY ATTORNEY <br />Sonia R. Carvalho <br />CLERK OF THE COUNCIL <br />Maria D. Huizar <br />SUBJECT: PROJECT NO. 09-32113: CENTENNIAL PARK NEIGHBORHOOD WATER <br />MAIN IMPROVEMENTS <br />The following changes/clarifications have been made to the specifications of the subject project: <br />1. TRENCH BACKFILL <br />Bid Plans, Sheet 26 of 26, Detail 3 Typical Trench: <br />Does the entire trench need to be backfill with Imported Sand? <br />Yes, the entire trench needs to be backfill with imported Sand (SE 30), except for the 4" <br />section of Crushed Miscellaneous Base (CMB). Both sections will need to be compacted to <br />a relative compaction of 90%. <br />These items will be paid under water main construction and no additional compensation will <br />be allowed. <br />Use of Mechanical Joint fittings has been the specified fitting end configuration (in lieu of <br />Push On Joints), per the construction bid plans. Some details reference use of Retainer <br />Rings only for the Mechanical Joint Fittings (Unrestrained) for abandonments, with use of <br />concrete thrust restraints. <br />For mainline fittings, valves and hydrant laterals etc: Does district want to Use mechanical <br />joint with standard mechanical joint gland pack (unrestrained) or will the district require a <br />restrained fitting with the use of a Megalug/Stargrip/Romagrip restraint? <br />1 of 2 <br />SANTA ANA CITY COUNCIL <br />Ntp,4 A Nil& VNncdnf P. Sarnnenia Mwrvv'te MazbnpC NryULta Murzuu, f, Uavd RUYna eel Yumfem <br />Maw Afi or Pm i t Warcf f up, Wdra as ana o9 V � s av)van nn eq f fa +rna.Ur•+ veynP' W,N,dI Va 1( <br />nP add -Am .tix� %sarcr pntU9A a a.a u,g(y �',(f]} ll;�g 5_IO lu 3.4S1�+1 L..4-0Ryl9 <br />23A-26 <br />