Loading...
HomeMy WebLinkAboutNCC223761_FRO Submitted_20221104TRC SITE APPLICATION TECHNICAL REVIEW COMMITTEE CON CEPTAPPLICATI0N DEVELOPMENT SERVICES DEPARTMENT 161 SOUTH CHARLOTTE STREET ASHEVILLE • NORTH CAROLINA • 28801 ❑■ LEVEL II ❑ MAJOR SUBDIVISION ; ❑ FINAL REVIEW (applicable t0 CZ, CUP, Level III) PROJECT INFORMATION Project Name: Reed Greek Mixed Use Development PIN (s):9g,49-14-2559,3514,3483,3592,3590,4386 Project Address: 425 Broadway Zoning: NCD Deed Book & Page if: Total Property Size: 1.57 AC. Project Description: Mixed Use Devlopment Subdivision If of lots: Multi -family # of units; 49 Square Footage of Project:6565 sf of Commercial Space Project Cost: $ TBD Change of Use? Yes 0 No0 Previous Use: Gas Station If vacant, how long? years OWNER INFORMATION Name: Reed Creek Greenway Piaza, LLC Phone: E-mail-hans@jademountainbuilders.com Name: Phone: E-mail: CONTACT/AGENT INFORMATION Name: Suzanne Godsey Phone:828-713-8065 E-mail: sgodsey@siteworkstudios.com *GRADING PERMIT Amount of land to be disturbed: Square Footage: G&OW2 SF Acres: 0&'G Person Engaged in or conducting the Land Disturbing Activity: Name:TBD Mailing Address: City: State: Zip: THE UNDERSIGNED STATES THAT HE/SHE IS THE PERSON FINANCIALLY RESPONSIBLE FOR THE LAND DISTURBING AS DESCRIBED IN SECTION 7-12-2(c)(6) OF THE UNIFIED DEVELOMENT ORDINANCE ACTIVITY DESCRIBED IN THE ABOVE APPLICATION FOR GRADING PERMITS Name: Mailing Address: City: State: Zip code: Phone Number: Signature: Print: By (If attorney in fact): ❑■ STORMWATER PERMIT 'Required if impervious surface is 50% a more of the total development and/or the total disturbed area is I acre or more. The amount of impervious area (buildings, paved areas, etc.) after development will be: SQ. FT.: 32,670 Sf The amount of pervious area (landscape, etc) after development will be: SQ. FT33976Sf Acres: Will the Storm Water Facilities be privately maintained? Yes [XI I No ❑ OCITY DRIVEWAY PERMIT Total Number of cuts: 3.5� 0 NCDOT Permit (Submit 4 additional site plans) 1) Width of driveway 3.5, Corner radii: 3S 1) Width of driveway 3.5' Corner radii:3.5' Type of Drive Apron to be Constructed in Right -of Way: ❑ Concrete ❑ Street -Type APPLICANT SIGNATURE Applicant Name: Hans Doellgast AppI' t Signatures ---^ �—