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HomeMy WebLinkAbout2021-02-16 8850 STATE HWY 3 - Permits City of Bremerton Department of Community Development th 345 -6 Street, Suite 100 (Mailing Address) Bremerton, WA 98337-1873 Phone: (360) 473-5275Fax: (360) 473-5278 PRE-SUBMITTAL CONFERENCE APPLICATION When:Wednesday mornings by appointment only. PLEASE NOTE: Pre-application conferences are limited to 30 minutes in duration. Plans MUST be received at least one week prior to scheduled meeting. Purpose:To discuss general regulatory issues which will be present in the project. To clarify format and specifications of submittals. th Where:3456 Street, Suite 600, City of Bremerton Department of Community Development. How to Participate:Request an appointment (complete form attached). Please submit the following information: __ 5 Sets of Plans including: __ Vicinity Map __ Site Plan (To Scale) __ Floor Plan __ Current use of the site __ Proposed use of the site __ Proposed or actual parcel and structure sizes __ Adjacent land uses and transportation routes __ Scope of work __ Specific questions which you would like answered What you get:General comments regarding regulatory needs Specific comments regarding submittal requirements DATE AND TIME SCHEDULED: __________________________________________ PRE-SUBMITTAL CONFERENCE REQUEST Qpsu!pg!Csfnfsupo!.!Csfnfsupo!Obujpobm!Bjsqpsu ____________________________________________________________________________ Dfouvsz!Xftu!Fohjoffsjoh!Dpsqpsbujpo ApplicantRepresentative(if applicable) Hsfh!Sfjodf-!QF ______________________________________Xbssfo!Ifoesjdltpo______________________________________ ContactContact ______________________________________9961!TX!Tubuf!Ixz!4______________________________________2131!TX!Fnlbz!Esjwf!$211 Mailing AddressMailing Address Csfnfsupo-XB:9423 Cfoe-!PS!:8813 ____________________________________________________________________________ City, State, ZipCity, State, Zip xbssfoiAqpsupgcsfnfsupo/pshhsfjodfAdfouvszxftu/dpn ____________________________________________________________________________ Email AddressEmail Address ____________________________________)471*!924.1939_____________________________________)652*!433.9:73 Phone Number (with Area Code)Phone Number (with Area Code) Ubyjxbz!Sfmpdbujpo!0!Bqspo!Sfibcjmjubujpo Project Name: ____________________________________________________________ UifQpsupgCsfnfsupojoufoetup;2/SfmpdbufbofyjtujohubyjxbzupnffuGBB Proposed Use: ____________________________________________________________ tuboebset-boe3/Sfdpotusvdu-sfibcjmjubuf-boenblfbeejujpotupqpsujpotpguiffyjtujohbjsdsbgu _________________________________________________________________________ qbsljohbqspotopsuiboetpvuipguifQpsupggjdf/ _________________________________________________________________________ 233412.3.11:.2114)Qbsdfmovncfsgpsuifxipmfbjsqpsu* Tax Parcel Number(s):______________________________________________________ _________________________________________________________________________ 9961!TX!Tubuf!Ixz!4<!Csfnfsupo-!XB!:9423 Address/Location of property: _________________________________________________ Csfnfsupo!Obujpobm!Bjsqpsu _________________________________________________________________________ O0B City official(s) you have worked with on this proposal if any: _________________________ YOU WILL BE NOTIFIED OF YOUR CONFERENCE DATE AND TIME AT THE TIME THE APPLICATION IS PROCESSED Bremerton National Airport Taxiway Relocation / Apron Rehabilitation Project The Port of Bremerton intends to relocate an existing taxiway to meet FAA standards, as depicted on the FAA-approved Airport Layout Plan. The proposed Port project also includes undertaking reconstruction, rehabilitation, and/or making additions to the North and South Aprons located on the west side of the airport runway adjacent to the Port offices. The proposed locations for improvements are indicated on the attached project layout maps. Both the existing North and South tie-down aprons serve Aircraft Design Group (ADG) I aircraft with wingspans less . The existing configurations to not currently meet ADG taxilane object free area standards and must be reconfigured. The South Apron pavement condition index (PCI) values range between 31 and 67 and warrant full-depth reconstruction. The North Apron pavement PCI values range between 52 and 89. Rehabilitation for the North Apron will consist of either seal coat, mill and inlay, or full depth reconstruction depending on the existing pavement condition. The existing Taxiway A3 provides ADG II aircraftaccess across the apron to the corporate hangars north of the North Apron. The existing Taxiway A3 additionally connects the north apron directly to the runway. Furthermore, the existing taxilane adjacent large hangars in front of the corporate hangars on the North Apron has suffered landing gear penetration of the pavement surface, causing foreign object debris (FOD) generation, and posing an extreme safety hazard to aircraft. Near the South Apron, increasing the taxilane pavement fillets between Taxiway A4, Taxiway A, and the Apron will enhance and foster use of the airport by military aircraft. The total area for improvement is approximately 8.3 acres. For the Site Plan, see Drawing G-01. The North Apron project area is approximately 6.3 acres and is anticipated to include: Reconstruct the North Apron pavement and reconfigure tie-downs and taxilanes, per ADG I standards. Reconstruct taxilane adjacent large hangars on north end of North Apron. Remove existing Taxiway A3 connector between Taxiway A and the North Apron. Construct new Taxiway A3 connector to North Apron to eliminate straight through connection to Runway. Construct Taxiway A3 connect to ADG II standards to accommodate corporate hangar access north of the apron. Adjust signage and taxiway edge lights for Taxiway A3 connector change. Construct storm drainage improvements (if necessary) for new Taxiway A3 connector. Construct pavement sub-drainage system for new Taxiway A3 connector. See attached Drawing G-02 for reference of North Apron Improvements. The South Apron project area is approximately 2.0 acres and is anticipated to include: Reconstruct South Apron pavement and reconfigure tie-downs and taxilanes, per ADG I standards. Construct additional apron pavement on South Apron to correct non-standard taxilane ADG I object free areas. Construct additional taxiway pavement between Taxiway A4, Taxiway A, and the Apron to accommodate military C-40 operations that routinely utilize the Airport for VIP military charters. Construct storm drainage improvements (if necessary) for additional South Apron pavement. Construct pavement sub-drainage system for new South Apron pavement. See attached Drawing G-03 for reference of South Apron Improvements.