NCC230601_Site Plan or Location Map_20230307

T:\Projects\RVA_Projects\_RVA Legacy Projects\_Engin eering\B6229.63_MarketSt_BirchwoodDr_7- Eleven _Wilmin gton -NC_Encore\CAD\Construction\Sheets\COVER.dwg 1 01/13/2023 10:32am I rlindgren
ZONING SUMMARY
ZONING DISTRICT: RB REGIONAL BUSINESS DISTRICT
ZONING REGULATION
REQUIRED
PROVIDED
FRONT YARD SETBACK (MAX)
75 FT.
51.81 FT.
SIDE STREET SETBACK (MAX)
20 FT.
20 FT.
SIDE INTERIOR SETBACK (WEST)
0 FT.
190.35 FT.
REAR YARD SETBACK
15 FT.
132.93 FT.
MAX. BUILDING HEIGHT
<45 FT.
24.82 FT.
PARKING SUMMARY
TYPE
DIMENSIONS
SPACES
REQUIRED
PROVIDED
MAX ALLOWED
PROVIDED
STANDARD SPACE
9' x 18'
9' x 18'
33
(9" x 20')
9' x 20'
4
STANDARD ACCESSIBLE SPACE*
(9" x 20')
11' x 20'qq
1
VAN ACCESSIBLE SPACE
(9' x 20') + 5'
11" x 20' + 5"
1
TOTAL SPACES 39 39
*DENOTES ADA/FEDERAL REQUIREMENTS EXCLUSIVE OF REQUIRED VAN SPACES
PARKING REQUIREMENT CALCULATIONS:
ORDINANCE
USE
VARIABLE
CALCULATION
RESULTS
REQUIREMENT
VEHICLE WASH
2 SPACES PLUS
1 PER EMPLOYEE
1 EMPLOYEE PER
2 + (1/1)
3 SPACES
PER SHIFT
SHIFT
GENERAL RETAIL
1 SPACE PER
EVERY 300 G.F.A.
4,598 G.F.A.
4,598 G.F.A.
/300 G.F.A.
16 SPACES
RESTAURANT
1 SPACE PER
16 SEATS
16 SEATS
(INDOOR)
EVERY 2.5 SEATS
(192 G.F.A.)
/2.5 SEATS
7 SPACES
RESTAURANT
1 SPACE PER
24 SEATS
(OUTDOOR)
EVERY 2.5 SEATS
24 SEATS
/2.5 SEATS
10 SPACES
TOTAL REQUIRED: 39 SPACES
ADDITIONAL PARKING REQUIREMENT CALCULATIONS:
ORDINANCE
USE
VARIABLE
CALCULATION
RESULTS
REQUIREMENT
BICYCLE
5 (MIN)
N/A
N/A
5 SPACES
MOTORCYCLE/MOPED
1 SPACE PER EVERY
39 STD
39 STD SPACES
2 SPACES
25 STD SPACES
SPACES
/25 SPACES
ELECTRIC VEHICLE
4% OF STD
39 STD SPACES
0.04x39 STD
2 SPACES
SPACES
SPACES
THE SITE PLAN PROVIDES AT LEAST THE MINIMUM NUMBER OF SPACES OF EACH TYPE.
STORM WATER MANAGEMENT AND WATER QUALITY IMPACTS
THE PROPOSED DEVELOPMENT WILL RESULT IN A TOTAL AREA OF 1.81 ACRES OF IMPERVIOUS
SURFACE, INCLUDING THE EXISTING ROAD ON THE NORTH SIDE OF THE SITE. THIS IS LESS
THAN WAS ASSUMED IN THE DESIGN OF THE STORM WATER MASTER PLAN. NO ADDITIONAL
ON -SITE STORM WATER MITIGATION IS PROPOSED.
SANITARY SEWER DEMANDS
BASED ON THE NORTH CAROLINA AVERAGE WASTEWATER DESIGN FLOW RATES, THE
PROPOSED DAILY SANITARY SEWER FLOW RATE FROM THE CONVENIENCE STORE WAS
CALCULATED TO BE 2,875 GPD (1.75 GPM). THESE CALCULATIONS ARE AS FOLLOWS:
60GAL/100S.F. = 60 X 4790 / 100 = 2,875 GPD PEAK FLOW
2,875 G.P.D./1440 MIN. = 2.00 GPM PEAK FLOW
THE FLOW RATE FROM THE CAR WASH IS ESTIMATED TO BE 261 GPD (0.18 GPM).
FIRE FLOW DEMAND
PER NC BUILDING CODE THE REQUIRED FIRE FLOW FOR TYPE IIB CONSTRUCTION LESS THAN
5,000 SF IS 1,500 GPM.
TOPOGRAPHICAL SURVEY
EXISTING CONDITIONS INFORMATION SHOWN HEREON FOR AREAS WITHIN THE LIMITS OF
DEVELOPMENT WERE PERFORMED BY SURVEY MATTERS IN DEC OF 2021. SURVEY COORDINATES
ARE TIED TO THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NAD83 (2011)/ NAVD
88. TOPOGRAPHICAL INFORMATION HEREON FOR AREA OUTSIDE THE LIMITS OF DEVELOPMENT
ARE FROM NEW HANOVER COUNTY GIS AND EXISTING RECORD DRAWINGS.
NORTH CAROLINA 811
CALL NORTH CAROLINA, "ONE CALL" AT 811 OR (1-800-632-4949) TWO (2) DAYS PRIOR TO
ANY DIGGING.
N OTE:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR CONTACTING BORTH CAROLINA MISS UTILITY
PRIOR TO ANY DEMOLITION OR CONSTRUCTION BEGINS.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL UTILITIES, VAULTS,
UNDERGROUND STRUCTURES, ETC. BEFORE DEMOLITION OR CONSTRUCTION BEGINS. IT IS
ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR/ REPLACE ANY DAMAGED
UTILITIES, STRUCTURES, DURING DEMOLITION AND CONSTRUCTION.
SURVEY DATUM
NORTH AMERICAN DATUM 83 (NAD-83)
NORTH AMERICAN VERTICAL DATUM 88 (NAVD-88)
FLOODPLAIN
THE PROPERTY SHOWN HEREON IS WITHIN ZONE "X" (MINIMAL FLOOD RISK). THE SITE IS SHOWN
ON THE FOLLOWING FEMA FLOOD INSURANCE RATE MAP:
COMMUNITY: NEW HANOVER COUNTY
NUMBER: 370168; PANEL: 3138; SUFFIX: K
MAP NO. 3720313800K (EFFECTIVE 08/28/2013).
WETLAND AND CAMA AREAS OF ENVIRONMENTAL INTEREST
THERE ARE NO WETLANDS BEING IMPACTED ON THIS SITE AND NO CAMA AREAS OF
ENVIRONMENTAL INTEREST ON THIS SITE. THE CAMA LAND USE CLASSIFICATION IS URBAN.
SURFACE WATERS
THERE ARE NO SURFACE WATERS ON THIS SITE.
MARKET ST. 7-ELEVEN
"SITE & UTILITY PLAN"
CITY OF WILMINGTON
NEW HANOVER COUNTY, NORTH CAROLINA
��•� - SPRINGVIEW
CREEKWOOD
�s
NORTH - CAPE COTTAGES
CORNERSTO-NE
HUNTING RIDGE
SMITHS CREEK ,
INDUSTRIAL PARK AZALEA TRACE
FAIRLAWN Costco Wholesale
NEW CENTRE
RINCESS PLACE
rA z
0
w
ENCLAVE
TOWNHOMES
JA PLACE • t
pr r�cesa PI Of
lnd:D�hineq t'
MCCLELLAND L
TOWNHOMES DIXON H
ABBOTTS RUN-.r
Walmart Sup cre enter
Capt'n BiII;9 i
Bar kvard
Food Lion
AVALON
APARTMENTS Lowe's Home
LONGLEY Improveme# V
MERCER
PLACE WEST INDUSTRIAL t
Sam's Club
BEAUMONT
Flying Machine(
i3rewing Company CAPRI ESTATES
FOREST HILLS SEQUOIA PLACE
SPOFFORD DEVON PARK
COUNTRY HIGHWOOD
CLUB PINES PARK
MULBERRY SEAHAWK
LONGWOO❑ PLACE SQUARE
3r Country Club Empie Park
RACINE DRIVE
COMMERCIAL
Best Buy91
y� HomeGoods
CARLETON F
"JO
University of
North Carolina
Wilmington
Los Portales Supermarket QUAD
- ChlCk=fl�:.� Hobby Lobby PINE HILLS
■■■ WINTER PARK OAKCREST
SITE LOCATION MAP - SCALE: 1 "=2000'
AVERAGE TRIP GENERATION
THE PROJECTED AVERAGE DAILY TRIP
GENERATION IS 4,320 VEHICLES PER DAY.
MORNING PEAK HOUR IS 341 VEHICLES.
AFTERNOON PEAK HOUR IS 384 VEHICLES.
NUMBERS FOR LAND USES 945 AND 948.
(ITE TRIP GENERATION, 11 th EDITION VOL. 5)
WATER - PUBLIC
WATER - PRIVATE
SANITARY - PRIVATE
EROSION CONTROL
2" C900 PVC WL
26 L.F.
2" C900 PVC WL
166
L.F.
6" PVC SDR-35
230
L.F.
CONSTRUCTION ENTRANCE
1
EA.
2" GATE VALVE
1 EA.
2" COMPRESSION TEE
1
EA.
4" PVC SDR-35
177
L.F.
2" CURB STOP
1 EA.
2" DOMESTIC WATER R.P.Z. B.F.P.
1
EA.
CLEANOUTS
8
EA.
SILT FENCE
681
L.F.
2" DOMESTIC WATER METER AND BOX
1 EA.
WITH HOTBOX
CULVERT INLET SEDIMENT TRAP
1
EA.
1.5" DOMESTIC WATER METER (REUSE)
1 EA.
1.5" C900 PVC WL
182
L.F.
MONITORING MANHOLE
2
EA.
INLET PROTECTION
20
EA.
5 8" IRRIGATION METER AND BOX
/
1 EA.
1.5" DOMESTIC WATER R.P.Z. B.F.P.
1
EA.
GB-250 GREASE TRAP
GB
1
EA.
TREE PROTECTION
13
EA.
12%6" FIRE WATER TAPPING SLEEVE
1 EA.
WITH HOTBOX
750 GAL OIL/WATER INTERCEPTOR
1
EA.
6" FIRE WATER GATE VALVE
2 EA.
5/8" IRRIGATION WATER R.P.Z. B.F.P.
1
EA.
1,500 GAL RECLAIM PIT
2
EA.
SAFETY FENCE
255
L.F.
6" DI FIRE WL
26 L.F.
WITH HOTBOX
SEDIMENT SKIMMER BASIN
278
C.Y.
6" DI FIRE WL
180
L.F.
STONE OUTLET
11
C.Y.
6" REDUCED PRESSURE DETECTOR ASS'Y 1
EA.
SANITARY - PUBLIC
TEMPORARY SEEDING
3,250
S.F.
FIRE HYDRANT WITH GATE VALVE
2
EA.
PERMANENT SEEDING
39,639.6
S.F.
6%6" TEE
2
EA.
6" PVC SDR-35
35
L.F.
6" PLUG
1
EA.
CLEANOUT
1
EA.
6" DI 45` BENDS
4
EA.
PIEDMONT NATURAL GAS
420 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
877-279-3636
WATER & SEWER
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
910-332-6560
TELEPHONE
BELL SOUTH/ AT&T
888-764-2500
BUILDING CODE OFFICIAL
NEW HANOVER COUNTY
230 GOVERNMENT CENTER DRIVE
SUITE 170
WILMINGTON, NC 28403
910-798-7308
APPROXIMATE QUANTITIES LIST
THESE APPROXIMATE QUANTITIES PROVIDED ARE FOR INFORMATIONAL PURPOSES ONLY
CONTRACTOR SHALL NOT UTILIZE QUANTITIES SHOWN FOR BIDDING PURPOSES.
CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES SHOWN ON THESE PLANS.
DUKE ENERGY, INC.
DUKE ENERGY PROGRESS
410 S. WILMINGTON STREET
RALEIGH, NC 27601
800-636-0581
DEPT. OF PUBLIC SERVICES
CITY OF WILMINGTON PUBLIC SERVICES
209 COLEMAN DRIVE
WILMINGTON, NC 28412
910-343-4777
DEPT. OF PLANNING
CITY OF WILMINGTON
102 NORTH THIRD STREET
WILMINGTON, NC 28402
CONTACT: BRIAN CHAMBERS
910-342-2782
N.C.D.O.T.
1 SOUTH WILMINGTON STREET
RALEIGH, NC 27601
CONTACT: CHAD KIMES
910-341-2000
(ONSITE TABULATIONS
EXISTING CONDITIONS:
PROPOSED CONDITIONS:
ITEM:
AREA SF
% USE
ITEM:
AREA SF
% USE
IMPERVIOUS
IMPERVIOUS
BUILDINGS
0
0.0%
BUILDINGS
5,847
4.9%
ASPHALT, GRAVEL
28,731
24.3%
ASPHALT
43,543
36.8%
CONCRETE
1,482
1.2%
CONCRETE
22,549
19.1%
SUB -TOTAL
30,213
25.5%
SUB -TOTAL
71,939
60.8%
PERVIOUS
PERVIOUS
OPEN SPACE
88,127
74.5%
OPEN SPACE
46,401
39.2%
TOTAL
118,340
100.0%
TOTAL
118,340
100.00%
SITE DATA
DEVELOPER:
OWNER:
ENGINEER:
SURVEYOR:
SITE ADDRESS:
PROPOSED USE:
MAP REFERENCE
UTILITIES:
DRAINAGE:
PARCEL ZONING
PARCEL AREA:
DISTURBED AREA
BUILDING SQ. FT.
BUILDING STORIES:
BUILDING HEIGHT:
CONSTRUCTION TYPE:
SOIL TYPE:
Sheet Index
ENCORE - BIRCHWOOD, LLC
1646 W SNOW AVE. #63
TAMPA, FL 33606
CONTACT: PATRICK BUDRONIS
PH [phone]
EMAIL: [e-mail]
MARKET & KERR LLC, MARKET ST. VENTURES
LLC, PREVATTE PROPERTIES LLC
3013 HALL WATTERS DR
WILMINGTON, NC 28405
KOONTZ BRYANT JOHNSON WILLIAMS, INC
1703 NORTH PARHAM ROAD, SUITE 202
HENRICO, VIRGINIA 23229
CONTACT: MARK WILLIAMS
PH [phone] - FAX [phone]
SURVEY MATTERS
107 HILLCREST AVENUE
SIMPSONVILLE, SC 29861
CONTACT: NICK MANSFIELD, PLS
PH [phone]
4615, 4621, AND 4623 MARKET STREET
WILMINGTON, NC 28405
7-11 CONVENIENCE STORE WITH GAS & CAR WASH
PID NUMBER: R04915-001-005-000, R04915-001-001-000,
R04914-003-008-000
LATITUDE, LONGITUDE (APPROXIMATE PARCEL CENTER):
34.2436° -77 8878°
HYDROLOGIC UNIT CODE: 030300070808
UNIT NAME: SMITH CREEK
RECEIVING WATER BODIES: CAPE FEAR
ALL UTILITIES SHALL BE LOCATED UNDERGROUND
CURB & GUTTER
RB (REGIONAL BUSINESS)
f2.72 ACRES
t2.43 ACRES
4,790 SQ. FT. (CONVENIENCE STORE)
1,057 SQ. FT. (CAR WASH)
1 STORY
24'-10"
II-B NOT SPRINKLERED
ACCORDING TO THE UNITED STATES DEPARTMENT OF
AGRICULTURE THE SOIL TYPES ON SITE INCLUDE:
Le-LEON SAND, 0 TO 2 PERCENT SLOPES.
Se-SEAGATE FINE SAND, 0 TO 2 PERCENT SLOPES.
Ur -URBAN LAND.
C0.0 COVER
C1.1 GENERAL NOTES
C1.2 EXISTING CONDITIONS
C1.3 DEMOLITION PLAN
C2.1 SITE PLAN
C3.1 UTILITY PLAN
C4.1 GRADING AND DRAINAGE PLAN
C4.2 GRADING DETAILS
C4.3 GRADING DETAILS
C4.4 GRADING DETAILS
C4.5 GRADING DETAILS
C5.1 E&S PHASE 1
C5.2 E&S PHASE 11
C5.3 E&S NOTES AND DETAILS & NARRATIVE
C5.4 E&S NOTES AND DETAILS
C5.5 E&S NOTES AND DETAILS
C5.6 E&S NOTES AND DETAILS
C5.7 E&S NOTES AND DETAILS
C6.1 PROFILES - STORM
C7.1
DMAP-STORM
C8.1
CALCS -
STORM SEWER
C9.1
DETAILS
- STORM
C9.2
DETAILS
- SITE
C9.3
DETAILS
- SITE
C10.1 SIGHT DISTANCE TRIANGLES
L1.1 LIGHTING PLAN
L2.1 LANDSCAPE PLAN
L2.2 LANDSCAPE PLAN
ICOONTZ BRYANT
JOHNSON WILLIAMS
1703 N. Parham Rd.
Suite 202
Henrico, Va 23229
[phone]
FAX [phone]
www.KBJWgroup.com
SIN
V
z w
w :2
:2 :2
00
0
0-LL
�Q F-a
�ZZ%
z
Ljj
F:�w
0
0<
Fr
0
a
z
U)
Cf)
O
O
o
mUUUz
a
co
Q o of <
O�wwwJ
a
>
w
O0-0-IZLL
a
00 00
0 w w w w
N
O
wU)U)V)N
0 w
a
w w w
�ofEof
rn O o 0
O
O �Nri46
z
0
W
Z
0
LU
0 �
U
p
U
Z
J
IY
U
LO
Z00Of
W 00 Of
N O
Z
U
Z r
W z Z
O �
JP-o
WZ
z
wLLJ
=
W Of w
LU N Z
W
Y a
IY Z
Q J
O
Of
04 a
(0
�U
W� 0 �
Z 0
Q z
N Z
a�F_
CD
Ld Z
l:D _j
LL_
O
I-
W
0
SCALE'
DATE: 07/20/2022
PROJECT: B6229.63
000
T:\Projects\RVA_Projects\_RVA Legacy Projects\-Enginee ring\B6229.63_MarketSt_BirchwoodDr_7-El eve n_Wilmington-NC_Encore\CAD\Construction\Sheets\COVER.dwg, 1/13/2023 10:32:55 AM, AutoCAD PDF (General Documentation).pc3 PLAN NUMBER #2022036