Reso PC20-05 0059 PC Reso 2075 Broadway

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ATT Y/RESO.0059/PC RESO 2075 BROADWAY REV: 07-02-2020 PR Page 8 of 23 26. As-Builts – The applicant shall provide “as-built” or “record” drawings prepared by a Civil Engineer, to be submitted in paper, and/or PDF formats. [COA][ENGINEERING] 27. Field Survey Data – The applicant shall provide all field survey data to permit retracing all survey monuments set to establish the street right-of-way, both public and private, in AutoCad format prior to issuance of the building permit. [COA][ENGINEERING] 28. Asbestos-Containing Materials – lf, during building demolition, any asbestos-containing materials (ACM) are detected which were not sampled as part of the Phase 1 report, they shall be either tested or assumed to contain asbestos. A specific ACM abatement work plan shall be prepared prior to the start of demolition, subject to City review and approval. [COA][ENGINEERING] FEMA & Project Elevations 29. Finished Floor Elevation (FFE) – Based upon FEMA’s drafted update to the Flood Insurance Rate Maps (FIRMs) effective 2016, a portion of the project may be located within Zone AE, with a base flood elevation of 10 feet, and may be within a Special Flood Hazard Area. The City requires new construction and substantial improvements to existing structures to set the lowest FFE at or above (1 foot recommended) the base flood elevation. Although this will not be required if construction starts prior to adoption of the FIRM revisions, the owner may still be subject to FEMA flood insurance requirements based on the elevation certificate filed upon completion of the project. The City recommends that the applicant design the FFE and any floodproofing to accommodate the proposed new base flood elevations, and consider implications to future flood insurance requirements. [COA][ENGINEERING] 30. Conformance with the City’s Engineering Standards – If all or a portion of the site is within a Special Flood Hazard Area (as shown on the latest FEMA Flood Insurance Rate Maps in effect at building permit issuance), upon completion of the structure, the elevation of the lowest floor (including basement when applicable) shall be certified by a registered professional engineer or land surveyor, and verified by the City’s Building Inspector to be properly elevated. Such certification and verification shall be provided to the Floodplain Administrator. Where required by Chapter 41 of the City’s municipal code, the Applicant shall also submit certification by a registered professional engineer or architect that the standards for elevation and flood proofing required by that Chapter have been satisfied. [COA][ENGINEERING] Utility Infrastructure Improvements 31. Conformance with the City’s Engineering Standards – All public improvements shall be designed and constructed in accordance with the City’s Engineering Standards. [SDR][ENGINEERING] 32. Encroachment Permits – Prior to issuance of any encroachment permit, applicant shall submit to City, and obtain approval of, an evaluation and report, prepared by a licensed engineer, in conformance with the City's Engineering Standards, demonstrating that the existing sewer mains have sufficient capacity for the Project. The study shall consider existing, project, other approved projects, and applications currently under review in determining the needed capacity. If the existing sewer main is not sufficient as determined by the City Engineer, applicant shall, as part of the Project, construct and install new sewer mains