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C. Maintain an updated correspondence log, <br />d. Deliverables: <br />1. PDFscansofutllltyas- bullts <br />11, 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 />backfllled 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 />11, Pothole results <br />III. Updated utility base files <br />5. Plans and Specifications <br />a. The design of the facilities will conform to Greenbook, AW WA, NEC, UBC, City Standards, and CPC as is <br />applicable. <br />It. 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 Morostatlon 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 />1. Specifications (pdf, MS Word files, and hard copies - 4) <br />11. Plans ( pdf, Mlcrostation files, 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 1988 (NAVO 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 "= 40' 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 />terraln model (DTM), CADD files to be provided with standard RBF file specifications In <br />Microstation v81, 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 />25C -96 <br />rt <br />