TRUXAW, JOSEPH C. INC. 1-2014 - Laserfiche WebLink

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G. Attend meetings with City's sniff as required'. Mara Checking Services H. Information furnished by the City for checking will be roughly as follows: 1 set of Exhibits., title reports, reference documents (Deed, Parcel Map, Tract Map, etc-), traverse closures, and improvement plans. I. Review Exhibits for technical correctness and completeness, consistency with the City guidelines and requirements, compliance with the Subdivision Map Act, and acceptance for recording. J. Review title report and existing easements for correct plotting and references. K. Review improvement plans associated with the project to ensure the Exhibits correctly identify the limits and location as shown on the improvement plans. L. Provide a set of redline check prints showing the redlined comments, and required corrections and information. M. Provide a check Netter covering the major required comments, and corrections and instruction for future submittals. N. Provide a timesheet with items L. and M_ above at the end of every review. The timesheet must include, but is not limited to, project name, review number, dates, review hours, hourly rate, and total cost.. Miscellaneous Services Oa Provide survey services as requested. A detailed scope of work will be outlined when specific project is assigned to the consultant. Services shall include„ but are not limited to, cross - sections, intersection grids, centerline determination, digital terrain models (.dtm), right of way determination, utility profiles and exhibits. P. Generate a computer drawing in Microstation V8 format showing survey per the attached City of Santa Ana CARD Standards (Attachment B) as well as the sample survey drawing on the City of SanL Ana website listed in item 4 below: Q_ All survey needs to be prepared to the satisfaction of the City's Senior Surveyor and meet the following standards: R. Horizontal control shall be based on the 198:3 North American Datum (NAD83), tied to a minimum of two proximate County of Change, CCS83, Zone VI, 1991.35 Epoch Adjustment control points. Project coordinate values shall be provided in U.S. Survey Feet. The County control points shall determine the Basis of Searing for the project. S_ Vertical control shall be based on the North American Vertical datum of 1988 (;NAVD88), tied to a minimum of two proximate County of Change bench marks. Project elevations shall be provide in U.S. Survey Feet. T. Horizontal alignments) for the project shall be tied to the survey centerline monuments within the project area.