COAST SURVEYING, INC. 4 - 2014 - Laserfiche WebLink

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ro. Attend meetings with CititIR staff as rsqLlirecl Map Chockincl Servs ces H Information furnished by the C4 for checking will be rough] as follows: 1 set of Exhibits, title reports, reference documents (rated, Parcel Map, Tract Map, etc.), traverse CIOSLJN?S, and improven,pnt plans. f. Review Exhibits for technical cumetiless, and conlpletencss, consis1pnvy with the City guidelines and requirements, compliance with the Subdivision Map Act, and acceptance for recanting. J_ Review title report and eximnig easements for correct plotting and references. K. Revie,,v improvement plans associated with the project to ensure the Exhibits .cirrLcfly identify the limits and locatioii as shown on the impiovernent plans, L Provide a set of redline check prints showing the red1kned comments, and rB(,Llirpd coff actions and inforniation. M, Provide a check letter covering the major required comments, and corrections and instruction for fUtUn? sulbrnittals. N. Provide a firripshect with items L. and M, above at the end of every review. The timesheet must include, but is not limited to, project nanne, review number, dates, review hours, hourly rare, and total cost, Miscellaneous Services 0, Provide survey 99rVirPS as requested, A detailed scope of work will be outlined when, specific protect is assigned to the consultant. Services chat include, but are not limited to, intersection gilds, centpiline determ-inatfon, digital terrocri models (Atm), right of way distsm)ination, utility profiles and exhibits. P. Generate a computer draying in Nlicrostation VR format showing survey per !he attached City of Santa Ana OADD Standards (Attachment B) as vafli as the sampfe SUIVey drawing on the City of Santa Ana w,;b&Ae listed in item 4 bclow: 0. All survey needs to be, prepared to the safisfaction of the Cite',s Senior Surveyor and ineet the following standards: Horizontal control shall be based on the 1983 North American Daturn (RAM3), tied to a Minimum of two proximate County of Orange, CCS83, Zone VI, 199 .35 Ell Adjustnvent control points. Project coordinate VaILIOS shall be provided in U.S. Survey Feet. The CoLint", control points shall detprm4ip the Basis of Bearing for the Project. S. Vertical control shall be based on the North American Vertical Datum of 19,88 (NAIVD68)bed to a 1-ninimunn of roc Proximate County of Orange banch marks. Project elevations shall be provide in U.S. Survey Feet. T. Horizontal alignment(s) foi the project shall be tied to the survey centerline lionurnprilf vithill tile Pioject area.