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7.1 .B. - Page 13 <br /> EXHIBIT"A" <br /> SCOPE OF SERVICES <br /> Project Description <br /> The purpose of these design engineering services is to prepare construction documents for joint trench <br /> undergrounding composite drawings and the Joint Trench Form B for the Middlefield Road Underground <br /> Utility District (MUUD 2011-01). The limits of work are as shown on the MUUD 2011-01 Boundary <br /> Description approved by City Council. The composite drawing's conduits and utility boxes/vaults will be <br /> based on the MUUD Joint Trench Intent Drawings,in conjunction with the designs provided by the utility <br /> companies: Astound, PG&E, Corncast and AT&T. In addition, the project will include separate plans for <br /> the undergrounding of the electrical services to the existing street lights on the existing power poles. <br /> Services <br /> TASK 1—SUPPLEMENTAL FIELD SURVEYING <br /> Consultant will perform field surveying to supplement the aerial topography for the MUUD project <br /> flown in November 2011. The field surveying is to tie-in more precise locations at the project conforms <br /> and at visible facilities or obstructions along the joint trench alignment. The surveying will be performed <br /> by a union journeyman field crew in two separate move-ins, using the same project survey control that <br /> was set for the aerial topography, where possible, Field survey data will be processed by Consultant <br /> office surveyors under the direction of a licensed land surveyor and downloaded into AutoCAD 2013 for <br /> use by the engineers. <br /> Task la --Gravity Inverts and Topo First Move-in: The first surveying move-in will be during the <br /> 65% design period after the initial obstructions are identified. The items to be surveyed are facilities <br /> determined by the engineer to be in close proximity to the joint trench and/or that have an impact on <br /> the joint trench plan and profile. Examples of surveyed facilities are water valves, power poles, light <br /> poles, drainage inlets, manholes, fire hydrants, fence lines, trees and other items identified during the <br /> 65% design. Also key for the first survey move-in will be the surveying of the gravity sewer and storm <br /> drain line inverts. The inverts will inform the designers for the profiling of the new joint trench vs the <br /> existing gravity lines. The inverts of the existing storm drain and sanitary will be surveyed at locations in <br /> proximity to a joint trench crossing. This task will also include record mapping updates on the side <br /> streets,to be requested from the City. <br /> Task lb—Gravity inverts and Topo Second Move-in: A second move-in for field surveying <br /> will be performed at the end of the 95% design to collect location of facilities observed in follow-up site <br /> walks and identified during 95% design period. The second move-in may also require follow-up for <br /> gravity lines inverts. <br /> TASK 2--FIELD SURVEYING OF PG&E SERVICE LATERALS <br /> Consultant will perform field surveying of the PG&E lateral markers at 120 private property service <br /> trenches. The services trenches are new conduits and termination cans to be installed by PG&E in <br /> Spring 2015. PG&E will be stubbing the joint trench conduits into a box or vault at the edge of the <br /> property, and this box will be the connection point between the MUUD project and the PG&E private <br /> property trenches. Consultant surveyors will tie-in the newly installed boxes. If the private property <br /> trenches are not installed at the time of the City bidding of the MUUD project,then Consultant will use a <br /> portion of this budget to review the PG&E service trench plans and approximate the location of the <br /> service lateral stubs and vaults. <br /> REV:02-24-15 VR <br /> Page 10 of 20 <br /> ATTY/AGR.2015.037IBellecci &Associates-Middlefield UUD <br />