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ITEM #15 <br />CITY OF COLTON <br />AGENDA REPORT <br />FOR THE CITY COUNCIL MEETING OF AUGUST 21, 2007 <br />TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS <br />FROM: AMER JAKHER, P.E., PW DIRECTOR / CITY ENGINEER <br />SUBJECT: ADOPT A RESOLUTION INCREASING THE 2007/2008 CAPITAL <br />IMPROVEMENT PROGRAM BUDGET IN THE AMOUNT OF $100,000; <br />APPROVE AN AMENDMENT TO THE DESIGN AGREEMENT <br />AWARDED TO ENGINEERING RESOURCES OF SOUTHERN <br />CALIFORNIA INC. FOR THE 3-5 COMPREHENSIVE STORM DRAIN <br />PROJECT, PHASE III, IN THE AMOUNT OF $86,917. <br />DATE: AUGUST 13, 2007 <br />BACKGROUND: <br />To address the flooding that occurs along Valley Boulevard during periods of substantial rainfall, a <br />Comprehensive Storm Drain Plan No. 3 (Project 3-5) was originated in 1973. In 1986, an <br />Engineer's Report, prepared by county Flood Control District staff, suggested twelve possible <br />alignments including retention basins, subsurface storm drains and open channels. However, the <br />proposed alignments were found to environmentally impact the existing Delhi Sands Flower <br />Loving Fly habitat located along the extension of Pepper Avenue, south of Slover Avenue. <br />The City of Colton proceeded to further analyze additional alignments and adopted an alignment <br />method that would not disrupt the habitat of the Delhi Sands Flower Loving Fly, this alignment is <br />now referred to as the 3-5 Comprehensive Storm Drain Project Phases I - V. Council action on <br />March 16, 2004 awarded the design of Phases I -III to Engineering Resources of Southern <br />California, in the amount of $387,055. Design plans for Phase III of the adopted alignment have <br />been completed and the design for Phase 11 is ongoing. <br />ANALYSIS/DISCUSSION: <br />At this time one of five phases correspondent to the 3-5 Project have been completed, Phase III. <br />Additional tasks were performed by Engineering Resources in the design phase due to the soil <br />conditions experienced during the construction phase Due to an unexpected soil and field <br />conditions, including protection of existing utilities, the railroad bridge, and the electric tower, <br />changes to the plans and the methods of construction were required.. The additional services <br />requested of the consultant were: 1) revision of the plans to incorporate the jack and bore operations <br />utilized to obtain access under the Union Pacific Railroad 2) preparation of structural calculations <br />and report required by Union Pacific Railroad's engineering division, 3) processing of the modified <br />design plans through the State of California Department of Industrial Relations, Division of <br />Occupational Safety and Health to obtain an Underground Classification Permit needed to proceed <br />with the jack and bore operations 4) complete structural calculations establishing the impact of the <br />