NCC216947_Site Plan or Location Map_20211216

SITE DATA TABLE:
SITE CONSTRUCTION PLANS
WILSON'S MILLS TOWNSHIP -JOHNSTON COUNTY, NC
ENGINEER
DALTON ENGINEERING AND ASSOCIATES, P. A.
446 EAST MAIN STREET P. O. BOX 426
CLAYTON, NC 27520 CLAYTON, NC 27528
[phone] - FAX [phone]
INDEX TO DRAWINGS
SHEET 1..... COVER SHEET
SHEET 2..... EXISTING CONDITIONS SHEET
SHEET 3..... SITE LAYOUT, UTILITY AND GRADING PLAN
SHEET 4..... LANDSCAPE PLAN
SHEET 5..... LIGHTING PLAN (PROVIDED BY OTHERS)
SHEET 6..... BUILDING ELEVATIONS
SHEET 7..... STORMWATER MANAGEMENT AND SEDIMENT AND EROSION CONTROL PLAN - PHASE ONE
SHEET 8..... STORMWATER MANAGEMENT AND SEDIMENT AND EROSION CONTROL PLAN - PHASE TWO
SHEET 9...,. STORMWATER MANAGEMENT AND SEDIMENT AND EROSION CONTROL PLAN - PHASE THREE
SHEET 10... SEDIMENT AND EROSION CONTROL DETAIL SHEET
SHEET 11... SEDIMENT AND EROSION CONTROL DETAIL SHEET
ADDENDUM
NCGO'I GROUND STABILIZATION AND MATERIALS HANDLING
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
SURVEYOR
TRUE LINE SURVEYING, P. C.
205 WEST MAIN STREET
CLAYTON, NC 27520
[phone]
Dalton Engineerin(
and Associates, P.
DEVELOPER
T J AUTO, INC.
1302 CAPITAL BLVD. # A
RALEIGH, NC 27603
[phone]
DEVELOPMENT NAME:. ........................
T J AUTO
OWNER:.- ........................................................
T J AUTO, INC.
SITE ADDRESS: ................................................
1737 SWIFT CREEK ROAD
SMITHFIELD, NC 27577
OWNER ADDRESS: ............................................
1302 CAPITAL BLVD. #A
RALEIGH, N.C. 27603
NCPI N:.............................................................
168507-59-5307
TOWNSHIP: ............................................ ..........
WILSON'S MILLS
INSIDE CITY LIMITS :.........................................
NO
ZONING: ................ __ ..................... .................
VSR
GROSS SITE ACREAGE: ............................... ....
7.56 AC.
AREA IN EXISTIGNG R/W:......................
0.00 AC.
NET SITE ACREAGE: ... -.1'..." .... I ............
7.56 AC.
EXISTING USE: ......... ........... ...........................
VACANT: WOODED
PROPOSED USE: ..............................................
AUTO REPAIR
NO FLOOD PLAIN ON SITE: .............................
PANEL 372016860OK: 3720168500K
ENVIRONMENTALLY SENSITIVE DISTRICT:..........
NO
WATER SUPPLY WATERSHED DISTRICT: ............
YES
TRASH COLLECTION:....._ ................................. ON -SITE DUMPSTER
SETBACK. REQUIREMENTS:
STREET / FRONT: ..... _ ..... . ...... ............. 12'
SIDE:............... .................... ........... ......... 4'
REAR....................................................... 8
PARKING RLQUIREM_FNT%
REQUIRED:..... .......... .............................. 5 SPACES
1 PER 3 SERVICE BAYS;
PLUS 1 SPACE PER 2 EMPLOYEES ON BIGGEST SHIFT
PROVIDED: ................ .............................. 7 SPACES
DISTURBED AREA.* .......................... .................
1.35 AC.
NET AREA FOR STORMWATER: .........................
0.95 AC.
EXISTING IMPERVIOUS (PRIOR TO 2005):.......
0.000 AC.
EXISTING IMPERVIOUS (AFTER 2005):.............
0.000 AC.
IMPERVIOUS ALLOWED: .......... ........................ ­
1.134 AC. (15% W/0 ATTENUATION)
NEW/ADDITIONAL IMPERVIOUS.. ........................
0.622 AC. (8.227.)
ASPHALT (DRIVE & PARKING):_ .............
0.350 AC.
GRAVEL (STORAGE):_ ....... .....................
0.075 AC.
ROOF:_ ...................................................
0,183 AC.
SIDEWALK & CURB: ................................
0.013 AC.
TOTAL IMPERVIOUS: ................... ......................
0.622 AC.
TOTAL IMPERVIOUS PERCENTAGE: ....................
8.22%
BUILDING SIZE :................................................. 7,950 SF
BUILDING HEIGHT (MAX ALLOWED):......... 50'-0"
BUILDING HEIGHT (PROVIDED): ................ 27'--4"
SPECIAL NOTES FOR TOWN OF WILSON'S MILLS:
1. TOWN OF WILSON'S MILLS SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF
ANY DRAINAGE OR DRAINAGE EASEMENTS OUTSIDE OF STREET RIGHTS -OF -WAY
(UNLESS SPECIFICALLY DEDICATED AND ACCEPTED AS A TOWN EASEMENT ON A
RECORDED PLAT OR DEED); BUT SHALL HAVE THE RIGHT TO ENTER. AND REPAIR
OR CONSTRUCT, WITHIN ALL DEDICATED DRAINAGE EASEMENTS IF DRAINAGE FROM
WITHIN THE EASEMENT NEGATIVELY IMPACTS THE TOWN'S PUBLIC STREET
RIGHT-OF-WAY.
2. TOWN OF WILSON'S MILLS SHALL NOT BE RESPONSIBLE FOR PRIVATE DRIVEWAYS
OR OPEN --END DRIVEWAY CULVERTS WITHIN THE STREET RIGHTS -OF -WAY."
3. TOWN OF WILSON'S MILLS SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF
ANY STORMWATER CONTAINMENT MEASURES (SCM) OR STORMWATER EASEMENTS
(UNLESS SPECIFICALLY DEDICATED AND ACCEPTED AS A TOWN OR
REGIONAL/PUBLIC SCM FACILITY/EASEMENT ON A RECORDED PLAT OR DEED);
BUT SHALL HAVE THE RIGHT TO ENTER AND INSPECT, WITHIN ALL DEDICATED
STORMWATER EASEMENTS AT ANY TIME TO ENSURE RESPONSIBLE PARTIES
COMPLY WITH THE TOWN'S STORMWATER REQUIREMENTS.
4. ALL TRAFFIC CONTROL SIGNAGE AND PAVEMENT MARKINGS SHALL COMPLY WITH
THE TOWN OF WILSON'S MILLS REQUIREMENTS.
THESE PLANS HAVE BEEN APPROVED BY THE TOWN OF WILSON'S MILLS.
PLANNING DEPARTMENT
DATE
°I
0
REVISION 002; ADDRESSED TOWN OF WILSON'S MILLS CONDITIONAL APPROVAL COMMENTS - 11/30/21
REVISION 001: ADDRESSED TOWN OF WILSON'S MILLS PLANNING COMMENTS # 1 - 1 1 /16/21