NCC230433_Site Plan or Location Map_20230216

LOCATION MAP
NOT TO SCALE
INE 12
EXISTING ROADWAY CONFIGURATION
NOT TO SCALE
14
❑AK 1
IPF
WA TER POND
.....................
PINE 36*OAK
AK 10`INE 10
10
OAK 12—
i
PINE
DUMPSTERS �
INE 10
2
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OAK 10
OAK 10
AK 8
INE 12
MAPLE 1*-�PIIIE
.. a 8
LEGEND
— - - —
EXISTING BOUNDARY
EX BUILDING
— W —
EXISTING WATER
—SS—
EXISTING SEWER
EXISTING FIRE HYDRANT
EXISTING CONTOUR
EXISTING STORM DRAIN
EXISTING CONCRETE
SWALE / FLOW DIRECTION
x
EXISTING FENCE
4.
EXISTING TREES
BATUYIOUS N H ETAL \
R04300-00404-016-0010
6790 GORDON ROAD
RB REGIONAL BUSINESS
958 UNUSED LAND
/
/
BATUYIOS N H CLAIRE ETAL
R04300-004-007-000
/
6855 MARKET STREET
/
R15 - RESIDENTIAL DISTRICT
10 - SINGLE FAMILY
STORAGE RACK
4
0
STORAGE / MAINTENANCE BUILDING
o 0
S o 0
L%SsNsmw�
MARKET BEND HOLDINGS, LLC
R04316-003-002-000
6841 MARKET STREET
RB - REGNAL MBUSINESS
528 - NEIGHBOR HOOD RETAIL
ASPHALT
Y v
GENERAL NOTES:
1. NEW HANOVER COUNTY PARCEL NUMBER:
PID R04300-004-006-000
2. TOTAL PRO,ECT AREA: 118,872 SF (273 AC)
J. DEED BOOK & PAGE.• 6332 / 2384
4. EXISTING ZONING DISTRICT RB
5. CAMA LAND CLASSIFICATION: URBAN
6. THIS S17E IS LOCATED WITHIN ZONE "X" ACCORDING TO FEMA FIRM
COMMUNITY PANEL NUMBER 3720315800K, EFFECTIVE DATE
8128118
Z SITE ADDRESS. 6845 MARKET STREET
& BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED AND PROVIDED
TO CSD ENGINEERING BY PORT CITY GEOMATICS� LTD
VERTICAL DATUM = 88
9. STORMWATER DRAINS TO NE CAPE FEAR RIVER, SC;Sw 18-74-(61)
10. LAND OWNER - WPS HOLDINGS, LLC
3549 GOVERNORS ISLAND DRIVE
DENVER, NC 28037
BATUYIOS N H CLAIRE ETAL
R04300-004-018-000
6855 MARKET STREET
RB - REGIONAL MBUSINESS
958 - UNUSED LAND
� N
O
O
/
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ol
30 15 0 30 60 90
SCALE IN FEET.• 1 "= 30'
CmotS*D
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
(910) 791- 4441
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PROJECT NO.: 21-0554
Sheet No. 2 Of 6

LOCATION MAP
NOT TO SCALE
GENERAL NOTES:
1. NEW HANOVER COUNTY PARCEL NUMBER:
PID R04300-004-006-000
2. TOTAL PROJECT AREA: 120,660 SF (2.77 AC)
J. DEED BOOK & PAGE. 6332 / 2364
4. EXISTING ZONING DISTRICT RB
5. CAMA LAND CLASSIFICATION: URBAN
6. THIS SITE IS LOCATED WITHIN ZONE "X" ACCORL
COMMUNITY PANEL NUMBER 3720315800K, EF
8128118
Z SITE ADDRESS. 6845 MARKET STREET
& BOUNDARY AND TOPOGRAPHIC SURVEY PERFORA
TO CSD ENGINEERING BY PORT CITY GEOMATII
VERTICAL DATUM = 88
9. STORMWATER DRAINS TO SMITH CREEK, C;Sw 16
10. LAND OWNER - WPS HOLDINGS, LLC
3549 GOVERNORS ISLAND DR
DENVER, NC 28037
11. CFPUA WATER AND SEWER
12. ALL SIGNS AND PAVEMENT MARKINGS IN ARE,
PUBLIC TRAFFIC ARE TO MEET MUTCD STAND)
13. THE CONTRACTOR IS RESPONSIBLE FOR THE I
PROTECTION OF EXISTING UTILITIES DURING CC
CALL U-LOCO AT 1-800-632-4949. CONTRA
RESPONSIBLE FOR THE REPAIR AND REPLACE
UTILITIES, CURB AND GUTTER, SIDEWALK PANE
ETC. THAT MAY BE DAMAGED DURING CONTRA
DAMAGED ITEMS SHALL BE REPAIRED TO AT L
QUALITY OR WORKMANSHIP FOUND IN THE OR
14. SOLID WASTE DISPOSAL WILL BE TRASH TOTE.'
15. ALL DEVELOPMENT SHALL BE IN ACCORDANCE
CITY OF WILMINGTON ZONING ORDINANCE.
16. APPROVAL OF SITE PLAN DOES NOT CONSTIR
OF PROPOSED SIGNAGE FOR THIS SITE A SE
PERMIT MUST BE OBTAINED.
I Z TRAFFIC CONTROL DEVICES (INCLUDING SIGNS
PAVEMENT MARKINGS) IN AREAS OPEN TO PU
ARE TO MEET MUTCD STANDARDS
I& ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS
FOR DRIVEWAYS ARE TO BE THERMOPLASTIC
AND/OR NCOOT STANDARDS
19. TACTILE WARNING MATS ARE TO BE INSTALLS
WHEELCHAIR RAMPS
20. ALL TRAFFIC CONTROL SIGNS AND MARKINGS
RIGHT OF WAY ARE TO BE MAINTAINED BY Th
OWNER IN ACCORDANCE WITH MUTCD STANDAI
21. ALL PARKING STALL MARKINGS AND LANE AR
THE PARKING AREA SHALL BE WHITE
22. SECTION 510 EMERGENCY RESPONDER RADIO
THE NEW BUILDING REQUIRED.
23. ALL NEW BUILDINGS SHALL COMPLY WITH API
THE NC FIRE CODE, BUILDING INFORMATION Sh
24. ANY BROKEN OR MISSING SIDEWALK PANELS
BE REPLACED.
LEGEND
— - - —
EXISTING BOUNDARY
1*.*.*.*.*.*.*.*.*.*.*]
EXISTING BUILDING
PROP. BUILDINGS
EXISTING WATER
EXISTING SEWER
EXISTING FIRE HYDRANT
EXISTING CONTOUR
EXISTING STORM DRAIN
EXISTING CONCRETE
PROPOSED ASPHALT
�— �—
PROPOSED SWALE /
FLOW DIRECTION
x
EXISTING FENCE
TREE REMOVAL
�l
TREE PROTECTION
!Q
I
SCALE IN FEET. 1 "= 40'
CmotS*D
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
(910) 791- 4441
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DA TE.• 6116122
HORZ. SCALE. 1 " = 40'
VERT. SCALE. • N/A
DRA WN B Y.• JSM
CHECKED BY- HSR
PROJECT NO.: 21-0554
Sheet No. 3 Of 6

LOCATION MAP
NOT TO SCALE
LEGEND
----
EXISTING BOUNDARY
EXISTING BUILDING
PROP. BUILDINGS
EXISTING WATER
EXISTING SEWER
EXISTING FIRE HYDRANT
EXISTING CONTOUR
EXISTING STORM DRAIN
°
D
EXISTING CONCRETE
PROPOSED ASPHALT
�— �—
PROPOSED SWALE /
FLOW DIRECTION
x
EXISTING FENCE
0
TREE PROTECTION
■
■
i
40 20 0 40 80 120
SCALE IN FEET. 1 "= 40'
CmotS*D
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
(910) 791- 4441
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HORZ. SCALE. 1 " = 40'
VERT. SCALE. • N/A
DRA WN B Y.• JSM
CHECKED BY- HSR
PROJECT NO.: 21-0554
Sheet No. 4 Of 6

LOCATION MAP
NOT TO SCALE
LEGEND
----
EXISTING BOUNDARY
EXISTING BUILDING
PROP. BUILDINGS
EXISTING WATER
EXISTING SEWER
EXISTING FIRE HYDRANT
EXISTING CONTOUR
EXISTING STORM DRAIN
°
EXISTING CONCRETE
PROPOSED ASPHALT
PROPOSED SWALE /
FLOW DIRECTION
x
EXISTING FENCE
TREE REMOVAL
/ 1
�1
TREE PROTECTION
LANDSCAPE CALCULA LIONS:
1. REQUIREMENTS PER LANDSCAPING EXPANSION TABLE (SEC. 18-326)
2. GENERAL TREE REQUIREMENT:
15 TREES PER DISTURBED ACRE, 1.14 AC * 15 = 21.0 OR 2L TREES REQ'D
.1 STREETYARD LANDSCAPING [SEC. 18-319] AS FOLLOW
—TRV (2) UNDERSTORY TREES FOR EVERY ONE HUNDRED (100) FEET OF PROPERTY FRONTAGE
(UND70RY TRES IN LIEU OF CANOPY TREES PER OVERHEAD U71LITY LINE
—SIX UNNDERSTORY TREES FOR EVERY ONE HUNDRED (100) FEET OF PROPERTY (6) UFRONTAGE
—NINE (9) SHRUBS FOR EVERY ONE HUNDRED (100) FEET OF PROPERTY FRONTAGE
150 FT FRONTAGE — 36 FT DRIVEWAY,• (114 FT /100 = 1.14)
UNDERSTORY TREES PROVIDED: 3 ;(2 * 1.14 = 2.28)
UNDERSTORY TREES PROVIDED: 7 ; (6 * 1.14 = 6.84)
SHRUBS PROVIDED: 11 ;(9 * 1.14 = 10.26)
4. PARKING LOT LANDSCAPING: (SEC. 18-3211
1 CANOPY TREE AND SHRUBBERY * 8 INTERIOR PARKING ISLANDS
8 CANOPY TREES AND SHRUBS REQb;
CANOPY TREES / SHADE TREES PLACED THROUGHOUT PARKING AREA TO AVOID CONFLICT
WITH DESIGNED UTILITIES
5 FOUNDATION LANDSCAPING (SEC. 18-3221
AQ 2,400 SF BLDG FACE * 129 = 288 SF REQ'D FOUNDATION LANSCAPING
290 SF FOUNDATION LANDSCAPING PROVIDED.
It ZO70 SF BLDG FACE * 129 = 249 SF REQ'D FOUNDATION LANSCAPING
259 SF FOUNDATION LANDSCAPING PROVIDED.
©1,000 SF BLDG FACE * 129 = 120 SF REQ'D FOUNDATION LANSCAPING.
250 SF FOUNDATION LANDSCAPING PROVIDED.
01,000 SF BLDG FACE * 129 = 120 SF REQ'D FOUNDATION LANSCAPING.
250 SF FOUNDATION LANDSCAPING PROVIDED.
6. PARKING AREA SHADE CALCULATIONS (SEC. 18-318)
17,347 SF PROPOSED PARKING AREA; 20% SHADE REWD, 17,347 * a2 = 3469.4 SF OF REQ'D SHADE
IM SF OF SHADE AREA PROVIDED AT MATURITY.
Z TREES do SHRUBS IN THE SETBACK AREA SHALL BE MAINTAINED BY THE OWNER TO
ENSURE THAT THE MATERIAL LIVES do PROSPERS
a PARKING AREA SCREENING:
SHRUBBERY AND EXISTING PERIMETER FENCING PROVIDED FOR MAXIMUM OPACITY OF VEHICLE HEADLIGHTS
T
Z
2
GENERAL TREES
Quantity
Symbol
Scientific Name
Common Name
Container
Minimum
Planting Size
Planting Remarks
20
Prunus serrulata
'Kwanzan' Flowering Cherry
B & B
8 FT HEIGHT
UNDER POWERLINES
6
Quercus virginiana
Southern Live Oak
B & B
2" CAL
CANOPY TREES
STREETYARD
Quantity
Symbol
Scientific Name
Common Name
Container
Minimum
Plan tin Size
Plantin Remarks
g
11
Ilex cornuta
Dwarf Burford Holly
3 Gal.
3 FT
STREETYARD
10
X
Cercis canadensis
American Redbud
B & B
8 FT HEIGHT
STREETYARD
PARKING ISLANDS
Quantity
Symbol
Scientific Name
Common Name
Container
Minimum
Plan tin g Size
Planting Remarks
5
Buxus microphylla
SPRINTER BOXWOOD
3 Gal.
24 IN
PARKING LOT
153
Ilex cornuta
Dwarf Burford Holly
3 Gal.
24 IN
PARKING LOT
9
Quercus virginiana
Southern Live Oak
B & B
2" CAL
CANOPY TREES
4
Cornus florida
Flowering Dogwood
8 & 8
8 FT
UNDER POWERLINES
DUMPSTER SCREENING
Quantity
Symbol
Scientific Name
Common Name
Container
p n t um Size
Planting Remarks
6
Myrica cerifera
Wax Myrtle
7 Gal.
8 FT
DUMPSTER SCREt1V
PARKING LOT SCREENING
Quantity
Symbol
Scientific Name
Common Name
Container
Minimum
Plan tin g Size
Planting Remarks
10
Buxus microphylla
SPRINTER BOXWOOD
3 Gal.
24 IN
FOUNDATION PLANTING
Quantity
Symbol
Scientific Name
Common Name
Container
Minimum
PlantingSize
Plantin Remarks
g
40
Buxus microphylla
SPRINTER BOXWOOD
3 Gal.
24 IN
17
Juniperus horizontalis
BLUE RUG JUNIPER
1 Gal.
4 IN
40 20 0 40 80 120
SCALE IN FEET. 1 "= 40'
CSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
(910) 791— 4441
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DA TE.• 6116122
HORZ. SCALE. 1 " = 40'
VERT. SCALE. • N/A
DRA WN B Y.• JSM
CHECKED BY- HSR
PROJECT NO.: 21-0554
Sheet No. 5 Of 6

12"
12"
FILLED EXPANSION JOINT
FILLED EXPANSION JOINT
I
I
I
SECTION A -A
/
FILLED EXPANSION JOINT 1
CONTROL JOINT
SCORE
1/4 �.......
I �
SECTION B-B
NOTES: 1.
JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS,
2.
SANITARY SEWER CLEAN -OUTS, WATER METERS, MANHOLES, AND VALVE
LIDS TO BE
LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE.
3.
MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF
CURB.
4.
CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN
A DRIVEWAY
APRON) SHALL BE CLASS "A" - 3,000 PSI.
5.
MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL
6.
4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS
7.
MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"
8.
MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1
9.
MIN GRADE FOR PROPER DRAINAGE IS 1 % IN AT LEAST 1 DIRECTION.
MAX CROSS
SLOPE IS 2%. MAX LONGITUDINAL SLOPE IS 8.3%, 10% IF LIMITED BY EXISTING
CONDITIONS, OR NO GREATER THAN
THE SLOPE OF THE EXISTING ADJACENT ROAD.
STANDARD DETAIL
DATE: OCTOBER, 2010 WQW4r9TUQLNIN
DRAN: PB/JSR
W
CITY OF WILMINGTON ENGINEERING
CHECKED: DEC SIDEWALK WILMINGTON BOX 1NIN.C. 28402
SCALE NOT TO SCALE [phone]
SD 3-10
RAMP W/ CURB RETURN
0
SIDEWALK I LANJIN1JOINT (TYP�j SION
RAMP W/ DEPRESSED CURB
SIDEWALK I LAND NG1 JOINT (TYASION
�PLAZA OR R PLAZA ORNON-WALKIONGH SU RFJC� C I I I I NOON ACE KING ER C B R=1 .5'
WARNING �--A
WARNING
�A
�OUNDED CONCRETE
DOMES
DOMES
SURFACE
1.5±0.5% 1.0-8.3%
(30"MAX RISE)
------------------
n
�-4' MIN
SECTION
B—B
LANDING
RAMP
CURB AND GUTTER
2'
MIN. LANDING WIDTH =RAMP
WIDTH
MAX SLOPE 2% IN ANY
DIRECTION
SECTION A —A
�-I
DEPRESSED
SECTION
C—C CURB
1.6-2.4" (TYP)
0.2"
T
T TRUNCATED DOMES
2' MIN BASE DIAMETER 0.9-1.4"
TOP DIAMETER 50-60%
OF BASE (TYP)
RAMP WIDTH
WARNING DOME NOTES: 1. USE CONTRASTING COLORS, RED OR BLACK ON WHITE PAVEMENT.
2. USE CAST IN PLACE PAVERS FOR NEW CONSTRUCTION.
3. RUBBER MATS ARE PERMITTED FOR RETROFITS.
4. LANDING AND RAMP WIDTH MAY BE REDUCED TO 3' WHERE SPACE
IS LIMITED AND DESIGN IS APPROVED BY THE CITY ENGINEER.
STANDARD DETAIL
CITY OF
DATE: DECEMBER, 2010 GTON
DRAWN; PB/JSR PERPENDICULAR CURB NORTH CAROLINA
RAMP
CITY OF WILMINGTON ENGINEERING
MP
CHECKED: DEC RA PO BOX 1810
WILMINGTON N.C. 28402
ADJACENT TO PLAZA
SCALE NOT TO SCALE [phone]
SD3-08
WARNING DOMES
1.6-2.4" (TYP)
OBLIQUE VIEW
VERTICAL CURB AND GUTTER
17j"
R=1"
1/22"" FILLED EXPANSION JOINT
CONTRACTION JOINT
(1/4" X 1" DEEP SCORE)
R-';�. T
12"
6„
TAGGREGATE BASE COURSE_,Tr
6�AGGR ATE BASE COURSE
�24„ 12"
1� 12" 24„
VERTICAL CURB AND GUTTER SLOPE CURB
R=1" �6 �6�6
17j" 5 ,
R=1 " 6"
181,
SF 5A GRANITE
12" CONCF
6 12' ANCI
} 4„ T
AGGREGATE BASE COURSE 6 6 6"
24" 12" 1 1 I~1 2 8 AGGREGATE 6'
BASE COURSE
MEDIAN VERTICAL CURB AND GUTTER VERTICAL CURB GRANITE CURB
1�12"12�
11" R=1" i 6"
(TYPT) 6.5"
AGGREGATE BASE COURSE 6"
AGGREGATE BASE COURSE
12"
VALLEY CURB HEADER CURB
NOTES: 1. EXPANSION JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS
2. 50' MAX EXPANSION JOINT SPACING, 10' MAX CONTRACTION JOINT SPACING
3. MINIMUM INSTALLATION LENGTH IS 5 FT.
4. CONCRETE TO BE 3000 PSI MIN
5. VERTICAL CURB AND GUTTER BASE CAN BE SLOPED 3/4" OR USE A FLAT BASE
STANDARD DETAIL �N�
DATE: AUGUST, 2011 GTON
NORTH CAROLINA
DRAWN: PB/JSR CITY OF WILMINGTON ENGINEERING
CURBING PO BOX 1810
CHECKED: DEC WILMINGTON N.C. 28402
[phone]
SCALE NOT TO SCALE
SD 3-11
RESERVEDI
PARKING
MAXIMUM
PENALTY
$250
GS 20-37.6
12"
R7-8a and R7-8d
Signage
Figure Al.1
18"
R7-8a SIGN
(NO ARROW(S))
I lr)DTU (1ADnI INIA
R7-8e SIGN, A
COMBINATION OF
THE R7-8a SIGN
AND THE NORTH
CAROLINA R7-8d
PENALTY SIGN
NORTH CAROLINA
PENALTY R7-8d
SIGN
RESERVEDI
PARKING
MAXIMUM
PENALTY
$250
[GS 20-37.6
EITHER THE COMBINATION OF
THE R7-8a AND R7-8d
SIGNS OR THE R7-8e SIGN
CAN BE USED.
R7-8e
Signage
Figure Al.2
FOR DESIGN OF ACCESSIBLE SIGNS, SEE THE
FOLLOWING:
• 2009 MUTCD OR LATEST EDITION.
• 2004 EDITION OF THE STANDARD HIGHWAY
SIGNS AND THE 2012 SUPPLEMENT OR LATEST
EDITION.
• NORTH CAROLINA 2009 SUPPLEMENT TO THE
MANUAL OF UNIFORM TRAFFIC CONTROL
WHERE VAN ACCESSIBLE PARKING IS DEVICES OR LATEST EDITION
PDQ\/InFn THE \/AN ACCESSIBLE (R7-RP) KInnnT nDA\AIIKIC U-� c CnD QIrINIc connn�rJ
IVVVVI VI\(III IIYV II I-J I VI\ ___ - VVV/ ,
SIGN SHALL BE MOUNTED BELOW THE OTHER SP00076, AND SP00077.
ACCESSIBLE PARKING SIGNS.
(2009 EDITION MUTCD SECTION 2B.47)
R7-8P
Signage
r ig u r e Al . 3
DATE: NOVEMBER 8, 2016 ACCESSIBLE PARKING SIGNS
DRAWN BY: DALE THOMPSON AND
INSTALLATION DETAILS CHECKED BY: RANDALL GLAZIERSHEET AZ OF 5 ����GT�ON
G
SCALE: NOT TO SCALE P.O. Box 1810 Wimington, NC 28402 • [phone]
RESERVED
PARKING
MAXIMUM
PENALTY
$ 250
GS 20-37A
VAN
ACCESSIBLE
RESERVED
PARKING
MAXIMUM
PENALTY
$ 250
2G-S1.6
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DATE: NOVEMBER 8, 2016
DRAWN BY: DALE THOMPSON
CHECKED BY: RANDALL GLAZIER
SCALE: NOT TO SCALE
Signage Height
Figure A2.1
ACCESSIBLE PARKING SIGNS
AND
INSTALLATION DETAILS
SHEET A2 OF 5
- I
GTON
TRAFFIC ENGINEERING
P.O. Box 1810 Wilmington, NC 2W2 [phone]
CoovS*D
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
(910) 791- 4441
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HORZ. SCALE. N/A
VERT. SCALE. • N/A
DRA WN B K JSM
CHECKED BY- HSR
PROJECT NO.: 21-0554
Sheet No. 6 Of 6