22343.PE Riverside Cove Plan Set 111522_v1CA
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CHADWICK A
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GREENVILLE, NC 27858
RIVERSIDE COVE
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTACT THESE UTILITIES
NEW HANOVER COUNTY
PLANNING
PH: 910-798-7165
ENGINEERING
PH: 910-798-7139
PIEDMONT NATURAL GAS
ATTN: PAUL GONKA
PH: 910-251-2810
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)
ENGINEERING/INSPECTIONS
PH: 910-332-6560
OPERATIONS/MAINTENANCE
PH: 910-322-6550
DUKE ENERGY PROGRESS
GENERAL PH: 800-452-2777
AT&T
PH: 910-341-7664
SPECTRUM
PH: 800-892-4357
NEW HANOVER COUNTY
SHEET INDEX
NOVEMBER 2022
C-0.0 COVER SHEET
APPROVALS:CONSULTANTS:
LANDSCAPE ARCHITECT:
NEW HANOVER COUNTY
CLARK BUILDERS, LLC
200 EAST ARLINGTON ROAD, SUITE A
GREENVILLE, NC 27858
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: ROB BALLAND, PE (ENGINEERING)
ATTN: ALLISON ENGEBRETSON (LANDSCAPE)
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: JOSH TAYLOR, PLS
PROJECT # 22343.PE
APPLICANT:
ENGINEER /
SURVEYOR :
PREPARED BY:
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122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
RIVERSIDE COVE
SHEET NUMBER SHEET TITLE
PRELIMINARY PLANC-2.0
NOVEMBER 2022
FOR
PRELIMINARY PLAN / MAJOR SUBDIVISION
CASTLE HAYNE ROAD
CLARK BUILDERS, LLC
200 EAST ARLINGTON ROAD, SUITE A
VICINITY MAP
SCALE: 1" = 2,000'
SITE
EXISTING CONDITIONSEX-1
20161
28 2218141
06
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PID: R03300-001-004-000
LONG BRANDON H TRUSTEE
DB: 6472 PG: 633
ZONED: R-20
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PID: R03300-001-003-000
NORRIS REGGIE J
DB: 6261 PG: 1142
ZONED: R-20
SEITTER ACRES
MB 9 PG 20
PID: R03319-007-001-000
LONG MARY HELEN
DB: 9907 PG: 0319
ZONED: R-20
PID: R03319-007-002-000
LONG MARY HELEN
DB: 9907 PG: 0319
ZONED: R-20
SEITTER ACRES
MB 9 PG 20
2750.00'
S 76°22'44" E
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PID: R03300-001-053-000
DB: 5787 PG: 2275
PID: R03300-001-005-000
DB: 5671 PG: 1100
PID: R03300-001-057-000
DB: 6438 PG: 2702
PID: R03300-001-005-001
DB: 5671 PG: 1104
CARL SEITTER DRIVE
60' PUBLIC R/W
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2750.00'
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UPLANDS
HANOVER LAKES
VICINITY MAP
SCALE: 1" = 2000'
VICINITY MAP
SCALE: 1" = 2000'
VICINITY MAP
SCALE: 1" = 2000'
SITE
MIXTURE OF WATER OAK,
MAPLE, POND PINE, SWEET
GUM & CHINESE TALLOW
TREES.
MIXTURE OF WATER OAK, MAPLE,
MAGNOLIA, POND PINE, HICKORY &
SWEET GUM TREES.
MIXTURE OF WATER OAK,
POPLAR & SWEET GUMS
TREES
MIXTURE OF WATER OAK, POND PINE &
SWEET GUM TREES
EXISTING SITE DATA:
PROJECT NAME:RIVERSIDE COVE
APPLICANT:CLARK BUILDERS LLC
200 E ARLINGTON BLVD, SUITE A
GREENVILLE, NC 27858
PARCEL ID:R03300-001-057-000
R03300-001-005-000
R03300-001-053-000
R03300-001-005-001
R03300-001-041-000
PROJECT ACREAGE: ± 60.46 AC
CURRENT ZONING:R-20 (RESIDENTIAL DISTRICT)
WETLANDS ON SITE:± 34.33 AC
EXISTING 45' WIDE SEWER EASMENT
Overall Site
1" = 300'
PROPERTY BOUNDARY
NON-JURISDICTIONAL DITCH
AE FLOODWAY
WETLANDS
EXISTING PARCEL
BOUNDARY, TYP.
EXISTING TREE LINE, TYP.
FLOOD INFORMATION:
1.PORTIONS OF THIS SITE ARE LOCATED IN ZONES AE AND AE
FLOODWAY AS SHOWN ON FEMA FLOOD MAP NO. 3720312900K
BEARING AN EFFECTIVE DATE AUGUST 28, 2018.
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
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JR
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BW
S
AH
E
LINE BEARING DISTANCE
L12 S 82°04'13" W 32.03'
L13 N 82°51'49" W 5.21'
L14 N 82°51'49" W 5.21'
L15 N 68°44'22" W 18.88'
L16 S 17°47'35" E 155.65'
L17 S 57°22'52" E 52.39'
L18 N 90° E 93.56'
L19 S 87°23'50" E 77.75'
L20 S 23°29'54" E 44.27'
L21 S 10°33'41" W 105.94'
L22 S 22°37'13" E 68.84'
L23 S 67°53'25" E 121.94'
L24 S 40°36'07" E 48.82'
L25 S 03°28'07" E 58.36'
L26 S 35°18'39" E 51.92'
L27 S 76°36'31" E 38.11'
L28 S 38°39'26" E 33.91'
L29 S 23°57'41" W 34.77'
L30 S 40°43'56" W 83.86'
L31 S 05°42'39" E 70.96'
L32 S 57°05'42" E 71.49'
L33 N 88°31'53" E 68.87'
L34 N 88°31'53" E 68.87'
L35 S 80°20'24" E 84.16'
L36 S 42°42'29" E 31.23'
L37 N 86°11'11" E 53.08'
L38 S 65°05'40" E 54.49'
L39 S 73°08'30" E 60.87'
L40 S 64°53'09" E 62.39'
L41 S 75°00'18" E 102.34'
L42 S 80°32'14" E 75.16'
L43 S 67°22'47" E 68.84'
L44 S 84°25'40" E 72.72'
L45 S 55°00'29" E 43.09'
L46 S 80°45'04" E 75.18'
WETLANDS
WET
PARCEL LINE
PROPERTY BOUNDARY
LEGEND
WETLAND
SPECIAL FLOOD HAZARD AREA100-YR100-YR
FLOODWAY
SEWER LINESSSS
PID: R03300-001-004-000
LONG BRANDON H TRUSTEE
DB: 6472 PG: 633
ZONED: R-20
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1
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10
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Y
R
10
0
-
Y
R
10
0
-
Y
R
100-
Y
R
100-Y
R
100
-
Y
R
10
0
-
Y
R
100-YR
100-Y
R
100
-
Y
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1
0
0
-
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R
100
-
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1
0
0
-
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R
100-YR
10
0
-
Y
R
10
0
-
Y
R
1
0
0
-
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R
1
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-
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R
100-Y
R
1
0
0
-
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R
1
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R
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R
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R
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50
0
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R
50
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-
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R
50
0
-
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R
500
-
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R
10
0
-
Y
R
PID: R03300-001-003-000
NORRIS REGGIE J
DB: 6261 PG: 1142
ZONED: R-20
SEITTER ACRES
MB 9 PG 20
PID: R03319-007-001-000
LONG MARY HELEN
DB: 9907 PG: 0319
ZONED: R-20
PID: R03319-007-002-000
LONG MARY HELEN
DB: 9907 PG: 0319
ZONED: R-20
SEITTER ACRES
MB 9 PG 20
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
13
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33
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UPLANDS
HANOVER LAKES
VICINITY MAP
SCALE: 1" = 2000'
VICINITY MAP
SCALE: 1" = 2000'
VICINITY MAP
SCALE: 1" = 2000'
SITE
EXISTING SITE DATA:
PROJECT NAME:RIVERSIDE COVE
APPLICANT:CLARK BUILDERS LLC
200 E ARLINGTON BLVD, SUITE A
GREENVILLE, NC 27858
PARCEL ID:R03300-001-057-000
R03300-001-005-000
R03300-001-053-000
R03300-001-005-001
R03300-001-041-000
PROJECT ACREAGE: ± 60.46 AC
CURRENT ZONING:R-20 (RESIDENTIAL DISTRICT)
PROPOSED USE:PERFORMANCE RESIDENTIAL
WETLANDS ON SITE:± 34.33 AC
EXISTING 45' WIDE SEWER EASEMENT
Overall Site
1" = 300'
PROPERTY BOUNDARY
NON-JURISDICTIONAL DITCH
TO BE CONVERTED TO A
PIPED SYSTEM WITHIN THE
PROPOSED DRAINAGE
EASEMENT.
AE FLOODWAY
WETLANDS
STUB STREET
FLOOD INFORMATION:
1.PORTIONS OF THIS SITE ARE LOCATED IN ZONES AE AND AE
FLOODWAY AS SHOWN ON FEMA FLOOD MAP NO. 3720312900K
BEARING AN EFFECTIVE DATE AUGUST 28, 2018.
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
N
A
D
8
3
(
2
0
1
1
)
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
C-2.0
11
/
1
5
/
2
2
1"
=
1
0
0
'
JR
C
BW
S
RP
B
ROAD A
50' PRIVATE ROW
STORMWATER
POND
±0.89 AC
RO
A
D
B
50
'
P
R
I
V
A
T
E
R
O
W
FIRE APPARATUS
ACCESS ROAD
TURNAROUND
OPEN SPACE:
REQUIRED:12.1 ACRES (60.46 X 20%)
PROVIDED:38.92 ACRES (64.4% OF SITE)
20' SETBACK
20' SETBACK
PHASE LINE
TEMPORARY FIRE
APPARATUS ACCESS
ROAD TURNAROUND
OPEN SPACE KEY
PASSIVE OPEN SPACE ± 3.70 AC
WETLANDS ± 34.33 AC
PONDS ± 0.89 AC
TOTAL OPEN SPACE REQUIRED (20% OF ACREAGE):± 12.1 AC
TOTAL OPEN SPACE PROVIDED (ALL AREAS,
EXCLUDING LOTS AND RIGHTS-OF-WAY):± 38.92 AC
MAIL CBU
PROJECT ROAD NOTES:
1.ALL ROADS WILL BE PRIVATE RIGHTS OF WAY CONSTRUCTED TO
NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION STANDARDS.
2.ALL INTERNAL ROADWAY INTERSECTIONS WILL HAVE A 25' MINIMUM
RADIUS AND CONNECTIONS TO EXISTING ROADWAYS WILL HAVE A 30'
MINIMUM RADIUS.
3.STREET NAMES SIGNS SHALL BE INSTALLED AS SOON AS ROADWAYS
ARE ACCESSIBLE BY VEHICLE TRAFFIC.
4.ADDRESSING WILL COMPLY WITH LOCAL REQUIREMENTS.
24'
1/2" PER FT1/4" PER FT SLOPES= 3:1
MODIFIED VALLEY CURB
SLOPES= 3:1
1'
50 FT R/W
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
5'2'
SIDEWALK T.B.D.
12'5'1'
1'1'
STREETLIGHT, TYP.
LANDSCAPED AND
NEIGHBORHOOD SIGN AREAS
PROPOSED DRAINAGE EASEMENT. WIDTH
AS REQUIRED BY NEW HANOVER COUNTY.
PROPOSED DRAINAGE
EASEMENT. WIDTH AS
REQUIRED BY NEW HANOVER
COUNTY.
PROPOSED FIRE HYDRANT, TYP.
PH
A
S
E
I
PH
A
S
E
I
I
5' SIDEWALK
EXISTING WETLAND
LOT 50 ACCESS FROM
EXISTING DRIVEWAY ON
CARL SEITTER DRIVE
LINE BEARING DISTANCE
L12 S 82°04'13" W 32.03'
L13 N 82°51'49" W 5.21'
L14 N 82°51'49" W 5.21'
L15 N 68°44'22" W 18.88'
L16 S 17°47'35" E 155.65'
L17 S 57°22'52" E 52.39'
L18 N 90° E 93.56'
L19 S 87°23'50" E 77.75'
L20 S 23°29'54" E 44.27'
L21 S 10°33'41" W 105.94'
L22 S 22°37'13" E 68.84'
L23 S 67°53'25" E 121.94'
L24 S 40°36'07" E 48.82'
L25 S 03°28'07" E 58.36'
L26 S 35°18'39" E 51.92'
L27 S 76°36'31" E 38.11'
L28 S 38°39'26" E 33.91'
L29 S 23°57'41" W 34.77'
L30 S 40°43'56" W 83.86'
L31 S 05°42'39" E 70.96'
L32 S 57°05'42" E 71.49'
L33 N 88°31'53" E 68.87'
L34 N 88°31'53" E 68.87'
L35 S 80°20'24" E 84.16'
L36 S 42°42'29" E 31.23'
L37 N 86°11'11" E 53.08'
L38 S 65°05'40" E 54.49'
L39 S 73°08'30" E 60.87'
L40 S 64°53'09" E 62.39'
L41 S 75°00'18" E 102.34'
L42 S 80°32'14" E 75.16'
L43 S 67°22'47" E 68.84'
L44 S 84°25'40" E 72.72'
L45 S 55°00'29" E 43.09'
L46 S 80°45'04" E 75.18'
PROPOSED USES AND DENSITY:
MAXIMUM DENSITY:1.9 DU/AC
PROVIDED:115 UNITS (60.46 X 1.9)
PROPOSED LOTS:92 LOTS
PROPOSED DENSITY:1.52 DU/AC
SETBACKS AND SPACING:
1.BUILDINGS ON THE PERIHERY OF THE DEVELOPMENT SHALL BE
SETBACK A MINIMUM OF 20 FEET.
2.SINGLE FAMILY DWELLINGS SHALL BE SPACED A MINIMUM OF 10 FEET
FROM EACH OTHER.
SIGNAGE NOTE:
1.SIGNAGE TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH
SECTION 5.6 OF THE UDO.
TRAFFIC NOTE:
1.PROPOSED DEVELOPMENT EXPECTED TO GENERATE LESS THAN 100
PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.
WETLAND NOTE:
1.WETLANDS SHOWN BASED ON A PRELIMINARY JURISDICTIONAL
DETERMINATION ISSUED BY THE U.S. ARMY CORPS OF ENGINEERS.
UTILITY NOTE:
1.WATER AND SEWER SERVICES TO BE COORDINATED WITH CAPE FEAR
PUBLIC UTILITY AUTHORITY.
WETLANDS
WET
WATER LINE
PROPOSED SETBACKS
W W W
FIRE HYDRANT ASSEMBLY
PROPOSED POND OUTLINE
LOT LINE
PROPERTY LINE
LEGEND
STREETLIGHT
WETLAND
RIGHT OF WAY
SEWER LINESSSS
SPECIAL FLOOD HAZARD AREA100-YR100-YR
FLOODWAY