HomeMy WebLinkAboutZ18-16 Proposed Conceptual Plan 11.14.2019IP
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PAR#R07600-006-042-000
MATAVA GARY J
ETAL
DB 5531, PG 2200
ZONED-R-15-RESIDENTIAL
DISTRICT
PAR#R07609-007-010-000
COBLE D WADE
DB 5164, PG 1387
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-009-000
REYNOLDS
ROBERT ANN O
DB 5320, PG 2068
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-008-000
CRISP KIM L
STEPHANIE C
DB 5767, PG 2228
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-007-000
GRAY DEBRA
LYNN
DB 2685, PG 803
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-006-000
DUNN RICHARD A
DENISE M
DB 5472, PG 2556
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-005-000
BURKHARDT
DIANN Y JERRY
DB 4742, PG 368
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-004-000
BELL SANDRA KAYE
DB 9810, PG 1307
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-003-000
DUNN RICHARD A
DENISE M
DB 5552, PG 1007
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-002-000
JACKSON
KATHLEEN
DB 9910, PG 1111
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-001-000
SASSER DON W
REVOCABLE TR
ETAL
DB 5131, PG 1996
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-006-001-000
DUNN RICHARD A
DENISE M
DB 5556, PG
1316ZONED-R-10-
RESIDENTIAL
DISTRICT
PAR#R07610-002-003-000
PEPPER RUBY
DB 9909, PG 413
ZONED-R-10-RESIDENTIAL
PAR#R07600-006-290-000
CITRUS COVE
HOA INC
DB 5492, PG 391
ZONED-R-10-RESIDENTIAL
DISTRICT
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17 SPACES
11 SPACES
20 SPACES
17 SPACES + 1 HC
PAR#R07606-002-002-000
WORMAN PHILLIP
H LINDA L
DB 2732, PG 783
ZONED-R-10-RESIDENTIAL
DISTRICT
17 SPACES + 1 HC 17 SPACES + 1 H
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18 SPACES + 1 HC
18 SPACES + 1 HC
R2
5
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R25'
R2
5
'
R25'
R3
0
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R30'
PAR#R07600-006-043-000
MATAVA GARY J
ETAL
DB 5531, PG 2200
ZONED-B-2-BUSINESS
DISTRICT
PAR#R07600-006-042-000
MATAVA GARY J
ETAL
DB 5531, PG 2200
ZONED-R-15-RESIDENTIAL
DISTRICT
PAR#R07609-007-001-000
SASSER DON W
REVOCABLE TR
ETAL
DB 5131, PG 1996
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-006-001-000
DUNN RICHARD A
DENISE M
DB 5556, PG
1316ZONED-R-10-
RESIDENTIAL
DISTRICT
PAR#R07610-002-003-000
PEPPER RUBY
DB 9909, PG 413
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07610-002-002-000
STANLEY ALEX T
ETAL
DB 6122, PG 1198
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07610-002-001-000
GURGANIOUS
SHELVA DEANN
DB 1336, PG 1078
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07606-002-006-000
RIGGS JERRY T
JR DONNA E
DB 4332, PG 976
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07606-002-005-000
ULRICH PAMELA L
DB 5829, PG 1260
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07606-002-004-000
HUFFMAN
ROBERT
FRANKLIN
DB 5602, PG 1180
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07606-002-003-000
SOFIELD
STEPHEN B II
JANET L
DB 1911, PG 315
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07606-002-001-000
MULLEN PATRICK
J DONNA MARIE
DB 1519, PG 820
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07600-006-045-000
RI CS5 LLC
DB 5305, PG 1058
ZONED-B-2-BUSINESS
DISTRICT
20' BUILDING SETBACK
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18 SPACES
54.9'24'
5'
9'
18'24'
VICINITY MAP
SCALE: 1" = 1,000'
NORTH
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SITE
EXISTING SITE DATA
PROJECT ADDRESS:5308 CAROLINA BEACH RD.
PARCEL ID:R07600-006-044-000
TOTAL TRACT AREA: $&
ZONING DISTRICT:R-15, B-2
PROPOSED ZONING:RMF-M (CZD)
LAND CLASSIFICATION:URBAN & GENERAL RES.
OWNER INFORMATION:BENNETT COMMERCIAL PROP, LLC.
6601 MYRTLE GROVE RD.
WILMINGTON, NC 28409
DEVELOPMENT DATA
RMF-M DENSITY:17 UNITS/AC
ALLOWABLE UNITS 155.4 UNITS
$&[
PROVIDED UNITS 95 UNITS
PROVIDED DENSITY 10.39 UNITS/AC
95 UNITS/9.14 AC
OPEN SPACE REQUIRED 2.85 AC MIN.
0.03 Ac/ Unit
OPEN SPACE PROVIDED* $&
*EXCLUDES POND SURFACE
BUILDING HEIGHT 35'
(19) 2-STORY BUILDINGS
TOTAL TOWNHOME BEDROOMS 285
(95) 3-BR
0 30 60 120 240
SCALE: 1"=60'
GRAPHIC SCALE
REQUIRED PARKING SPACES 190
95 units @ 2 spaces/unit
PROVIDED PARKING SPACES 216
HC Spaces Provided 6
151-200 spaces =
6 spaces required
IMPERVIOUS SURFACES
ROOFTOPS 76,000 SF
PAVEMENT 103,588 SF
SIDEWALKS 11,686 SF
191,274 SF
SITE INVENTORY NOTES
1.Soils Type: Kr (Kureb sand), Se (Seagate fine sand), Le (Leon sand) & Ly
(Lynn Haven fine sand)
2.This property is not impacted by any AEC.
3.This site is not impacted by any recognized historic or archeological
significance.
4.No cemeteries were evidenced on the site.
5.There is no evidence of jurisdictional wetlands within the proposed
development area.
6.There is no evidence of endangered species or habitat issues on the site.
7.No portion of this property is within a Special Flood Hazard Area as
evidenced on N.C. Flood Map 3720313400J, dated April 3, 2006.
DEVELOPMENT NOTES
1.All development shall be in accordance with the New Hanover County
Zoning Ordinance.
2.Project shall comply with all Federal, State & New Hanover County
regulations.
3.No public R.O.W proposed. All roads/ drives to be private and maintained
by H.O.A.
4.H.O.A. to maintain all open space, buffer areas, stormwater management
elements and parking facilities.
TRAFFIC AND PARKING PLAN
1.All traffic will enter and exit through either road connection located on
Carolina Beach Rd or the stub connection to Antoinette Dr. Connection to
either street is subject to NCDOT approval. Improvements will likely be
required for the Carolina Beach Rd. entrance as a right-in/ right-out only
entrance. There is currently a lighted intersection where Antoinette Dr. and
Carolina Beach Rd. meet.
2.All parking to be handled through a HOA owned/ maintained parking facility
to meet the parking standards set forth in the New Hanover County Zoning
Ordinance.
3.The proposed unit count does not trigger a TIA based on county
requirements.
(5) UNIT, 2 STORY TOWNHOME BUILDING, TYP.;
3 BEDS MAX. PER UNIT
STREET LIGHT, TYP.
FIRE HYDRANT,
TYP.
5' WIDE
SIDEWALK, TYP.
WATER MAIN,
TYP.
STUB CONNECTION
TO ADJACENT
PROPERTY
SEWER MAIN, TYP.
PROPOSED WATER
AND SEWER MAINS TO
TIE INTO EXISTING
MAINS LOCATED ON
CAROLINA BEACH RD
APPROXIMATE LOCATION
OF EXISTING WATER MAIN
APPROXIMATE LOCATION
OF EXISTING HYDRANT
STORM DRAIN
PIPE, TYP.
OPEN SPACE;
0.52 AC
OPEN SPACE;
1.61 AC
OPEN SPACE;
0.61 AC
24'
1/4" PER FT
0.5'
1/4" PER FT
6" STONE
UNDER CURBING
1.5'
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING
SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE
AVAILABILITY OF SOILS DATA.
24" CURB & GUTTER
6"- ABC BASE
2"-S9.5B SURFACE
VARIES
SIDEWALK
5' WIDTH - SEE PLAN
SLOPE
18'
1.80% SLOPE
TRAVELWAY PARKING STALL
SLOPE
5'
FOR LOCATION
%
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20' BUFFER AREA; EXISTING VEGETATION TO
REMAIN TO GREATEST EXTENT POSSIBLE AND
BE AUGMENTED WHERE DEEMED INSUFFICIENT
TO MEET NHC BUFFER STANDARDS
EXISTING TREE LINE
TO REMAIN, TYP.
STUB CONNECTION TO ADJACENT
PROPERTY; TO UTILIZE EXISTING
R.O.W STUB TO ANTOINETTE DRIVE
PROPOSED OPEN SPACE
PROPOSED SIDEWALK
PROPOSED 8" WATER MAIN
PROPOSED 8" SEWER MAIN
PROPOSED STORM PIPE
PROPOSED HYDRANT
PROPOSED BLOW-OFF VALVE
PROPOSED MANHOLE
PROPOSED STREET LIGHT
W W
SS
LEGEND
50' PROTECTED DRIVEWAY
STEM, AS PER NCDOT
RECOMMENDATION
TURN LANE ADJUSTMENTS TO BE
DETERMINED DURING NCDOT
DRIVEWAY PERMIT PROCESS
STUB CONNECTION
TO ADJACENT
PROPERTY
BEGIN 20' BUFFER AGAINST
RESIDENTIALLY ZONED PROPERTY
BEGIN 20' PERIMETER BUILDING
SETBACK
DUMPSTER PEN WITH
ENCLOSURE, TYP.
DUMPSTER PEN WITH
ENCLOSURE, TYP.
PLANNING BOARD CONDITIONS
1.A downstream stormwater analysis of the existing infrastructure serving the site shall be
conducted. the analysis shall include the ownership of the infrastructure, and the party or
parties responsible for its maintenance and improvement.
2.The stormwater pond shall be aerated.
3.The townhomes shall be limited to two stories.
4.The required bufferyard shall be opaque.
OPEN SPACE;
1.15 AC