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c. Maintain an updated correspondence log. <br />d. Deliverables; <br />I, PDF scans of utility as- bunts <br />ii. Updated correspondence log <br />4. Potholing <br />a, Potholing will be conducted at critical utility crossings. It is assumed 10 potholes will be required. <br />Pothole exhibits will be submitted to the City for approval, and then implemented by a licensed <br />contractor. The contractor will implement traffic control measures per WATCH. The potholes will be <br />backfilled with a cold patch to the existing street grade. <br />b. After potholing has been conducted, the data will be processed and the utility locations (horizontal <br />and vertical) will be updated based on the pothole results. <br />c, Deliverables: <br />I. Pothole exhibits <br />il'. Pothole results <br />If. Updated utility base files <br />5. Plans and .Specifications <br />a. The design of the facilities wil( conform to Greenbook, AW WA, NEC, UBC, City Standards, and CPC as is <br />applicable. <br />b. The City shall provide sample specifications, City standard front end specs, and water /sewer standard <br />specs. RBF will incorporate the City standard specs along . with all required project specific <br />specifications to provide a complete set of biddable specifications, <br />c. Plans will be prepared in Microstation v81 Select Series 3. All improvements will be drafted at 1:1 scale, <br />and plotted to an appropriate reduced scale <br />d. Deliverables; <br />I. Specifications (pdf, MS Word files; and hard. copies • 4) <br />ii. Plans (pdf,Microstationflles; bond .copies —4, and mylar original —1) <br />6. Design Survey <br />a. Project Control: RBF Consulting will establish horizontal and vertical control for the project. <br />The basis of horizontal control will be North American Datum of 1983 (NAD 83), Zone 6, Epoch <br />2007, as published by the National Geodetic Survey (NGS) and will be expressed as grid values in <br />terms of the U.S. survey foot. The basis of vertical control will be the North American Vertical <br />Datum of 1588 (NAUD 88), as published by the City of Santa Ana. <br />b. Topographic Mapping: Topographic mapping will be provided for design -level detail at a scale of <br />1 " =R0' with one (1) foot contour intervals. Topographic mapping will include streets and alleys <br />from ROW to ROW. Mapping will meet the requirements in 'ASPRS Accuracy Standards for Large <br />Scale Maps ", dated March 31, 1993, and will be provided In AutoCAD format including a digital <br />terrain model. (DTM), CADD files to be provided with standard RBF file specifications in <br />Microstation v8L Topography shall include obtaining locations, elevations and descriptions of: <br />• Contours at one -foot intervals <br />• Spot elevations on hardscape features <br />• Existing building footprints. <br />• Curb and gutters, sidewalks and driveways <br />• Pavement areas including the roadway surface and flow line of gutter <br />• Power poles, streetlights, traffic signals and major signs <br />tz <br />