NCC221628_FRO Submitted_20220427

TRC SITE APPLICATION
TECHNICAL REVIEW COMMITTEE CONCEPT APPLICATION
DEVELOPMENT SERVICES DEPARTMENT
161 SOUTH CHARLOTTE STREET
ASHEVILLE • NORTH CAROLINA • 28801
❑■ LEVEL II ❑ MAJOR SUBDIVISION ❑ FINAL REVIEW (applicable to CZ, CUP, Level III)
PROJECT INFORMATION
Project Name: SELWYN PCA
Project Address:50 SELWYN ROAD
Zoning: RM-6
PIN(s): 9627-16-0823 & a portion of 9627-07-9261
Deed Book & Page #:2484/838 1972/749
Total Property Size: 8.36
Project Description: FIFTEEN 3-UN9 TOWNHOME BUILDINGS WITH ROAD AND ASSOCIATE,.
Subdivision # of lots:
Multi -family # of Units: 45
Square Footage of Project:239,580 SF
Project Cost: $ $2,500,000
Change of Use? Yes No W
Previous Use: RESIDENTIAL
If vacant, how long?
OWNER INFORMATION
Name: SELWYN ROAD, LLC
Phone: [phone]
E-mail: [e-mail]
Name:
Phone:
E-mail:
CONTACT/AGENT INFORMATION
Name: DAVID LUCK
Phone: [phone]
E-mail: [e-mail]
*GRADING PERMIT
Amount of land to be disturbed:
Square Footage:
Acres: 5.01
Name: Selwyn Road, LLC
Person Engaged in or conducting Mailing Address: 1335 Cane Creek Road
the Land Disturbing Activity:
City: Fletcher State: NC Zip: 28732
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: Selwyn Road, LLC Mailing Address:1335 Cane Creek Road
City: Fletcher State: NC
Zip code: 28732 Phone Number: [phone]
Signature: Print: Andy Stowe
By (If attorney in fact):
[�STORMWATER PERMIT
*Required if impervious surface is 50% or more of the total development and/or the total disturbed area is 1 acre or more.
The amount of impervious area (buildings, paved areas, etc.) after development will be:
I SQ. FT.: 96 703
The amount of pervious area (landscape, etc) after development will be:
SQ. FT.:
Acres: 6.27
Will the Storm Water Facilities be privately maintained?
IYes Q
1No ❑
®CITY DRIVEWAY PERMIT
Total Number of cuts: 0
❑ NCDOT Permit (Submit 4 additional site plans)
1)
Width of driveway27.7 Corner radii: 8'
1)
Width of driveway Corner radii:
Type of Drive Apron to be Constructed in Right -of Way:
!/ oncrete ❑ Street -Type
APPLICANT SIGNATURE
Applicant Name:
Andy Stowe
Applicant Si ature;
ra