NCC216566_Site Plan or Location Map_20211123

PROPERTY INFORMATION
POPE RD
KEY NOTES
OA TEMPORARY SEDIMENT FENCE.
OB TEMPORARY SEDIMENT FENCE WITH STONE STABILIZATION.
OC NEW OUTLET STRUCTURE AND BARREL. REFER TO
STORMWATER MANAGEMENT PLANS (SWM) FOR DETAILS.
OD NEW PIPE OUTLET STABILIZATION. SEE DETAIL SHEET FOR
DIMENSIONS. PROVIDE PLUNGE POOL AT PIPE OUTLET.
OE NEW CONCRETE ENDWALL WITH EXTENDED WINGWALLS.
NCDOT STANDARD 838.80.
OF NEW 4" MINIMUM SCH 40 PVC ROOF DRAIN LINE TO BE TIED TO
ON -SITE DRAINAGE STRUCTURE.
®NEW DITCH LABEL. REFER TO DETAIL SHEET FOR DITCH
CALCULATIONS. ALL DITCHES SHALL BE LINED WITH NORTH
AMERICAN GREEN S75 MATTING, STAPLE PATTERN D, DURING
GRADING OPERATIONS.
LOT 29 SHALL PROVIDE 4" MINIMUM SCH
40 PVC ROOF DRAIN LINE FROM
DOWNSPOUTS TO BE TIED TO ON -SITE
DRAINAGE STRUCTURES
1
1
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FINAL GRADING CONSTRUCTION SEQUENCE
1. REMOVE SKIMMER SEDIMENT BASIN #4.
2. CONVERT EXISTING SKIMMER SEDIMENT BASIN #1 TO PERMANENT
STORMWATER MANAGEMENT DEVICE, WHICH INCLUDES REMOVAL OF
BAFFLES, EMERGENCY SPILLWAY AND SKIMMER DEVICE. INSTALL OUTLET
STRUCTURE AND BARREL. MAINTAIN EROSION CONTROL DEVICES AT TOE
OF FILL SLOPES AS SHOWN. CONTRACTOR SHALL UTILIZE AN 8'x10' SILT
BAG FOR ALL DEWATERING OPERATIONS.
3. INSTALL CONCRETE SIDEWALKS.
4. RESEED/STABILIZE DISTURBED AREAS IMMEDIATELY AFTER GRADES HAVE
BEEN ACHIEVED. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED
WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1.
TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED WITHIN 14 DAYS ON
ALL OTHER AREAS. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED
IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE.
5. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE
COVER HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE
HAS BEEN STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY
AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR. PROVIDE
PERMANENT SEEDING WHERE MEASURES HAVE BEEN REMOVED AND
GROUND COVER IS NOT ESTABLISHED.
6. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT
DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLP INFORMS THE
PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE
PERMITTEE SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC
NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE
WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
BUA CALCULATIONS
GATEHOUSE TERRACE
September 13, 2021
SQ. FT.
ACRE
TOTAL SITE AREA:
404,023
9.275
EXISTING BUA
BUILDING:
1,887
0.043
PAVEMENT/GRAVEL:
1,654
0.038
TOTAL:
3,541
0.081
PERCENT BUA:
0.88%
EXISTING BUA TO BE REMOVED
BUILDING:
3,200
0.073
PAVEMENT/GRAVEL:
18,570
0.426
TOTAL:
21,770
0.500
PROPOSED BUA
BUILDING:
58,000
1.331
DRIVEWAY (TO B.O.C.) AND
WALKS:
29,000
0.666
PUBLIC SIDEWALK
8,380
0.192
PUBLIC STREET:
47,807
1.097
TOTAL-1
143.197
3.287
FINAL DEVELOPMENT BUA
BUILDING:
56,687
1.301
DRIVEWAY (TO B.O.C.) AND
WALKS:
29,000
0.666
PUBLIC SI DEWALK
8,380
0.192
PUBLIC STREET:
47,807
1.097
TOTAL:
141,874
3.257
PERCENT BUA:
35.12%
DENSITY
TOTAL ACREAGE:
404,023
9.275
PROPOSED UNITS:
29
DENSITY:
3.13
UNITS/ACRE
6823-24-9156
6823-24-1231
ZONING: RS9
ACREAGE: 10.10
PROPERTY OWNER/
DEVELOPER:
ELAM GUILFORD, LLC
JOHN GRAMBERG
6901 MAYNARD ROAD
SUMMERFIELD, NC 27358
PHONE: [phone]
EMAIL: [e-mail]
ENGINEER:
ALLIED DESIGN, INC.
4720 KESTER MILL ROAD
WINSTON-SALEM, N.C. 27103
PHONE: [phone]
EMAIL: [e-mail]
ZEVERLYST
WAVER
VILLAGE IL
VICINITY MAP
NOT TO SCALE
APPROVED
DRIVEWAY PERMIT ONLY
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EP „' l� x GRADING &
EP \ 54'11"E STORMWATER
45.25'
/GRID) MANAGEMENT
1 1 MAG NAIL) PLAN � � j I
333, 917.45'
323, 444.80'
D 83/2011) 1
).99992947 \ I \ SHEET
GRAPHIC SCALE
60 0 30 60 120 240 C3.
( IN FEET )
1 inch = 60 ft.