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PC 2005-43
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PC 2005-43
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Last modified
7/30/2007 4:34:40 PM
Creation date
3/6/2006 1:36:45 PM
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CITY CLERK
CITY CLERK - TYPE
RESOLUTIONS
DOCUMENT DATE
8/24/2005
DOCUMENT NO
PC 2005-43
DOCUMENT NAME
PUD-81-30-64D-3M
NOTES
ROCHE MOLECULAR DIAGNOSTICS
NOTES 3
CONSTRUCT 3-STORY RESEARCH BLDG
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required by the Vcl-~iclc Code. Approval for the nutribcr, type, and location of Firc hydrants shall <br />be subject to the approval of the fire Chief mid City 1/nginaor_ <br />49- l~he Tire Chief shall issue a permit prior to any installation of a tare detection. alarm, and <br />occupant notification system- All sprinkler system water flow and control valves shall be <br />complete and serviceable prior to final inspection- Prior to the occupancy of a building having a <br />rre alarn~x systertt, the hire Deparnz~xent shall test and witness the operation of the fire alarm <br />systettl. <br />50. All portions of the building covered by this approval shall have installed and operating, fire <br />extinguishers with a minimum 2-A-10-B -C rating. "I'he lire exti nguishcrs shall be located within <br />a seventy-five foot (75' o"~ radius of each other. <br />ENGINEERING REQUIREMENTS: <br />5 7 All utilities required to serve any existing or proposed de velopncent on-site shall be installed <br />underground . <br />52- The paving sections for the on-site parking and drive areas shall be designed on the basis of an <br />R-Value test and a traffic index to carry the anticipated traffic loads- This design shall be subject <br />to the approval of the Director of Building Inspection. "fhe minimum paving section shall be two <br />inches ~2"~ of asphalt concrete ~A.C.~ on a six inch t;6"~ asphalt base (A_B_~_ The iriinitrium A.C. <br />pavan cnt slope shall be one percent <1 %~. For pavement slopes lass than } %, the surface runoff <br />shall be carried in a concrete gutter to an acceptable point of discharge- The n~i nixn unc slope for <br />concrete gutter shall he 0-5%- <br />53. The project developer shall submit a final grading and drainage plan prepared by a licensed civil <br />engineer depic Ling all final grades and on-site drainage control measures, including concrete- <br />}ined V-ditches, to protect all cut and fill slopes froxr~ surface water overflow- This plan shall be <br />subject to the review and approval of the City 1~;ngineer acid the Director of Building lnspecLion <br />prior to the issuance of any building penrtits. <br />54. "fhe project developer she}1 submit a. ref=undable cash bond for hazard and erosion control prior to <br />issuance of an Engineering or Building Ucparurxcxit permit. The amount of this hoed will be <br />dctarn'xined by the City F_ngirxear_ <br />55. The project developer shall grant an easement to the City over those parcels needed for public <br />service casements <Y_5-E-~ and which arc approved by the City Engineer or other easements <br />which nzay be dcsi gxzatcd by the City )/ngineer- <br />56- The project developer shall construct vertical P.C-C- curbs and gutters within this development <br />unless otherwise approved by the City Engineer. When the sidewalk is adjacent to the curb and <br />gutter., tLxey shall be poured znonolithically- <br />57- "1'he haul route for all materials to acrd front this development shall be approved by the City <br />Engineer prior to the issuance of~ air encroachment permit. <br />
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