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RALEIGH -- -- - \5�=� = SPRING HOPE, NORTH CAROLINA
CONTA CT INFORMA TION
PLANNING/ZONING: SPRING HOPE, NC
118 W RAILROAD ST
SPRING HOPE, NC 27882
JAE KIM
252-478-5186 EXT.225
WATER & SEWER: SPRING HOPE, NC
118 W RAILROAD ST
SPRING HOPE, NC 27882
SANDRA MORRIS
252-478-5186 EXT.221
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STORM DRAINAGE NCDENR—DWQ
& ENGINEERING: RALEIGH REGIONAL OFFICE
INDEX OF SHEETS
3800 BARRETT DRIVE
RALEIGH, NC 27609
COVER
COVER SHEET
CONTACT: KIMBERLY SUMMERS
CE-01
EXISTING CONDITIONS
919-791-4213
CE-02
SITE and UTILITY PLAN
CE-03
DRAINAGE and GRADING PLAN
CE-04
STORMWATER WET POND DETAIL
CE-05
EROSION CONTROL PLAN
D-01
EROSION CONTROL DETAILS
D-02
SITE NOTES and DETAILS
D-03
NCGO1 NOTES SHEET
D-04
NCG01 NOTES SHEET
D-05
UTILITY NOTES and DETAILS
Owner:
Herritage, LLC
P.O. BOX 277
KINSTON, NC 28502
1-800-366-9921
Developer:
Jernigan OII Company, Inc.
P.O. BOX 688
AHOSKIE, NC 27910
252-332-2131
Chester Brantley, et al
P.O. BOX 697
Spring Hope, NC 27882
252-904-3429
Civil Engineering:
ENGINEERING
801 EAST WASHINGTON STREET
NASHVILLE, N.C. 27856
WWW.STOCKSENCINEERING.COM
Contact: J. Michael Stocks, PE
mstocks@stocksengineering. com
License Number 19843
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P.O. BOX 1108
PHONE: (252) 459-8196
SITE INFORMATION
LOCATION: ......................... . INC HWY 581
SPRING HOPE, INC
COUNTY: .......................... . NASH
SIZE AREA: ........................ . 4.87 ACRES
PIN: .............................. 2769 0065 3611
TOWNSHIP . ......................... SPRING HOPE, INC
ZONING ............................GB
EXISTING USE . ..................... . VACANT
PROPOSED USE......................COMMERCIAL
TOTAL BUILDING SIZE . ............... . 4,200 S.F.
MINIMUM BUILDING SETBACKS
PRIMARY ST. ...................... . 30'
SIDE .............................. 10'
REAR ............................. 25'
PARKING REQUIREMENTS
2 SPACES PER PUMP
TOTAL PARKING REQUIRED . ........... . 18
PARKING PROVIDED
REGULAR 9' X 19.. ................. . 30
H.0................................1
H.C. (VAN ACCESSIBLE) . ............. . 1
TRUCK PARKING . . 30
TOTAL PARKING PROVIDED .............. 62
IMPERVIOUS CALCULATIONS
TOTAL SITE AREA: ................... . 4.87 Ac.
2004 IMPERVIOUS ...... . 0 Ac.
TOTAL PROPOSED IMPERVIOUS........... 3.60 Ac. (73.9%)
RIVER BASIN . ...................... . TAR—PAM
DISTURBED AREA . .................. . 4.92 AC
BEFORE YOU DIG,
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19843
'CHAEL C 0
6-3-21
COVER
f REVISIONS
FILE NO. 2021-019
HORZ. SCALE: NONE
VERT. SCALE: NONE
LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5
COVER