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• <br /> 12 <br /> CITY OF EVERETT <br /> EVERETT FI <br /> WASHINGTON Permit Services Transmittal <br /> D <br /> PERMIT/PROJECT#: P722o �{LP - 02 OCT 1 O 2022 <br /> SITE ADDRESS: ZLoo 1 As: GF 4.IE,..tL - CITY OF EVERETT <br /> PROJECT NAME: LIri F -F?AS- .Mcti` gT;voFI— Permit Services <br /> FROM: l.�bLAIaLA-s aI-t-/le COMPANY:}Ju-r i CA-6 l> +-TIt,m, ' Foust 0 Chronology-Permit Counter Transmittal <br /> ❑Plan Review Routing <br /> PHONE#: (2OLo") 2-2-G.- Cog EMAIL:4o .c�}vnon,fA eviu b.v <br /> /oJ. Cl <br /> J Location: ❑File ❑Reviewer Office <br /> Date Logged By: <br /> Route to:(Check all that apply) Name of Reviewer Type of Review <br /> E Planning Reviewer Name: IN Re-Review <br /> ❑ Public Works Reviewer Name: ❑ Revisions After Approval <br /> Building Reviewer Name: >Zq�F e.& \Z,AN.� ❑ Revisions After Issuance <br /> ❑ Fire Reviewer Name: ❑Other <br /> ❑Other Reviewer Name: ❑Other <br /> Provide quantities for all items submitted <br /> PLANS REPORTS/CALCULATIONS OTHER DOCUMENTS <br /> Qty • Qty Qty <br /> 2- Arch./Bldg. Plans _ Geotechnical Report 2. Correction Letter Responses <br /> 2-Structural Plans _ Drainage Report _ Draft Easement <br /> Civil Plans _ SWPPP Report _ Recorded Easement <br /> Site Plan _ Wetland Report _ Height Survey <br /> Landscape Plan _ Critical Area Report _ Base Elevation Survey <br /> _Survey _ Traffic Study/TDM Report _ Critical Area Covenant <br /> Elevations 2- Structural Calculations _ Stormwater Covenant <br /> Floor Plans _ Height Calculations _ Covenant-Other <br /> Special Inspection Report Plumbing Calculations Performance Guarantee <br /> As-Builts _ Other _ Warranty Bond <br /> Plat Maps _ Other _ Other <br /> _Original City Redlines Returned _ Other _ Other <br /> Other _ Other _ Other <br /> Other _ Other _ Other <br /> Items submitted are: <br /> Complete Plan Replacement Sets ❑ Revised Plan Sheets ❑Additional Documents <br /> (Applicant to slip-sheet at counter) (Add to file) <br /> Comments to Reviewer: <br /> / <br /> Signed: f 1;---! ,%`� Date: /0. 03 ' 2-022 <br /> /" / <br />