07252018 July 25 2018 TRC Agenda PackageTECHNICAL REVIEW COMMITTEE AGENDA
JULY 25, 2018
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, July 25, 2018 at 2:00
p.m. in the Lucie Harrell Conference Room (601) of the New Hanover County Government Center
located at 230 Government Center Drive, Wilmington, NC to review the following:
Grand Bay at Beau Rivage - 76 attached single family units (near 6500 block River Road)
5308 Carolina Beach Road Concept Plan - 100 high density units (near 5300 block CBR)
2:00 p.m. Item 1: Grand Bay at Beau Rivage (Performance Plan) – Request by Paramounte Engineering
for Isabella Holding Company for TRC to consider preliminary site plan approval of a 76-unit
residential project located near the 6500 block of River Road, west side (Monkey Junction
Community).
Grand Bay Project History
o Preliminarily approved by TRC in August, 2017 for 60 townhome units.
o Project is a part of the Beau Rivage Master Plan approved in May, 2015 for 1,125
units
Site Data
o Zoning District: R-15 Residential
o Water Service: Private (Aqua of NC)
o Sewer Service: Private (Aqua of NC)
o Road Network: Private (series of parking lots)
o Units: 76
o Acreage: 17.19
o TIA: Not Required
o Conservation Resources: Yes, setbacks have been met
o Comp Future Land Use: Conservation
o Schools Served: Codington & Bellamy Elementary (over capacity)
Murray Middle (over capacity)
Ashley High (over capacity)
DISCUSSION ITEM ONLY
2:20 p.m. Item 2: 5308 Carolina Beach Road (High Density) – Request by Paramounte Engineering to
discuss 100-unit, 3-bedroom complex located near the 5300 block of Carolina Beach Road,
west side (Veteran’s Park Community).
1 2 2 C I N E M A D R I V E W I L M I N G T O N , N C 2 8 4 0 3
P H : ( 9 1 0 ) 7 9 1 - 6 7 0 7 F A X : ( 9 1 0 ) 7 9 1 - 6 7 6 0
Grand Bay @ Beau Rivage Project Narrative (date: 6/26/18):
Isabella Holding Company, LLC proposes a revision to a previously approved Performance Plan for
parcel #R07800-005-013-000, located at 6550 River Road, near the intersection of Cathay Road. The
applicant requests a revision to the previously approved plan, dated August 2017, to allow
development of (76) proposed single family, attached residential units and neighborhood amenities.
The property has a maximum allowable density of (78) units by right.
The proposed residential units are grouped in clusters of 6 to 8 units per building. Notably, the new
design includes a change in the proposed orientation of the buildings, which is now shown to be
perpendicular to River Road, not parallel as previously approved. The new orientation is less
imposing on the adjacent street and allows for east-west corridors through the site. The revised
layout also reduces the amount of roadway proposed within the development.
The neighborhood will have vehicular access to River Road from one point of entry and exit, located
approximately midway along the property. All (76) units will have 3 parking spaces; one located
inside a garage and two located in an adjacent driveway.
The revised plan contains a small clubhouse and pool for neighborhood use. The facility is intended
to house mail boxes and provide a place for residents to meet and enjoy the pool. Parking
requirements for the clubhouse are established per code to be 1 space per 100 SF. The proposed
clubhouse is approximately 800 SF and provides (5) parking spaces. The applicant is requesting a
reduced parking requirement for the clubhouse, given its central and walkable location within the
neighborhood, being less than 385’ from the farthest unit on site. In addition, the applicant is
providing bicycle parking at the proposed Clubhouse in exchange for a reduced parking requirement.
The adjacent county park, located to the north side of the property, will be accessible via a proposed
pedestrian connection. A 5’ sidewalk is proposed along the property frontage at River Road.
Additional pedestrian amenities are provided at the clubhouse and pool, including a shade pergola.
The proposed development will employ multiple stormwater facilities to capture runoff from the
proposed impervious area and address drainage on site. Infiltration Basins are included as part of
the stormwater BMP design and will encourage groundwater recharge and improve water quality for
the nearby wetlands and river. The design of these facilities and erosion control measures is on-
going and will be reviewed by the County and State agencies during the permitting process.
As previously mentioned, this project is a revision to approved Performance Plan (dated August
2017), and a part of the previously approved Beau Rivage Master Plan, dated May 2015.
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END COASTAL
MARSH LINE
SURVEYED
07/15/17
NORMAL HIGH WATER LINE
SURVEYED 07/15/17
(GKS ENVIRONMENTAL)
NHC COD LINE TRACED FROM
MAPPING PROVIDED BY NHC
PLANNING
N/F ROBERT & PATRICIA GINSBERG
DB 6009, PG 2924
ZONED R-15
N/F NEW HANOVER COUNTY
DB 1554, PG 1267
MB 32, PG 26
PORTIONS OF THIS PROPERTY ARE
LOCATED IN A FEMA SPECIAL FLOOD
HAZARD AREA AS SHOWN ON FEMA FIRM
COMMUNITY PANEL # 37203123OOK DATE:
06/02/2006
WETLAND LINE IN THIS AREA HAS BEEN UPDATED
SEE ACOE ACTION ID SAW EXPIRING 01/25/18
2006-41819, DATED 01/25/13 LINE ADJACENT TO
PROPOSED DEVELOPMENT REMAINS AS SHOWN
20' EAS
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75' SETBACK FROM
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COASTAL MARSH LINE
SURVEYED 07/15/17
(GKS ENVIRONMENTAL)
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PROPOSED
RESIDENCE
(TYP)
1
KEY NOTES:
RESIDENT PARKING SPACE
INSIDE SINGLE CAR GARAGE
2 RESIDENT PARKING SPACE
AT DRIVEWAY
3 GUEST PARKING SPACE
AT DRIVEWAY
4 LANDSCAPE PLANTER
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NOTE: EACH RESIDENCE TO
HAVE (3) PARKING SPACES
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NORTH
VICINITY MAP
SCALE: 1' = 1000'
SITE
SITE INFORMATION
OWNER: ISABELLA HOLDING COMPANY, LLC
PO BOX 3167
WILMINGTON, NC 28406
PROJECT ADDRESS: 6550 RIVER ROAD
WILMINGTON, NC 28412
PARCEL IDs:R07800-005-013-000
ZONING (PER NHC GIS): R-15
APPROVED ZONING:PD, PER APPROVED BEAU RIVAGE
MASTER PLAN, DATED MAY 2015
TOTAL SITE AREA:17.19 AC
RECORDED DEED BOOK:BK005700, PG 002531
CAMA LAND USE CLASSIFICATION:CONSERVATION AREA
EXISTING LAND USE:VACANT
PROPOSED LAND USE:SINGLE FAMILY RESIDENTIAL
ATTACHED
COMPREHENSIVE PLAN LAND USE: CONSERVATION
SITE DATA
ATTACHED SINGLE FAMILY UNITS: 76 TOTAL
3-BEDROOM UNIT FOOTPRINT 52' X 20': 68
3- BEDROOM UNIT FOOTPRINT 47' X 20': 8
MAX BUILDING HEIGHT:40' (PER PD ZONE)
BUILDING SF:76 UNITS78,255 SF
CLUBHOUSE 800 SF
TOTAL79,055 SF
VEHICULAR AREAS:66,406 SF
(PARKING, DRIVE LANES AND DRIVEWAYS)
PEDESTRIAN PAVING2,951 SF
(SIDEWALKS, POOL DECK)
SWIMMING POOL445 SF
DIMENSION STANDARDS
PLANNED DEVELOPMENT (PD) DISTRICT REQUIREMENTS
54.2-2(3)BUILDINGS ON THE PERIPHERY OF A PLANNED DEVELOPMENT (PD) DISTRICT
DEVELOPMENT SHALL SETBACK NO LESS THAN TWENTY (20) FEET FROM THE
PD DISTRICT BOUNDARY.
ALL BUILDINGS SHALL BE SETBACK AT LEAST TEN (10) FEET
FROM ALL PEDESTRIAN AND BICYCLE PATHS AND FIFTY (50) FEET ALONG US AND NC
NUMBERED HIGHWAYS AND MAJOR THOROUGHFARES. NO BUILDING SHALL ENCROACH UPON
THE RIGHT-OF-WAY OF A PROPOSED THOROUGHFARE AS DESIGNATED BY THE WILMINGTON
AREA THOROUGHFARE PLAN OR ITS EQUIVALENT ADOPTED TRANSPORTATION PLANNING
DOCUMENT.
NO CASE SHALL ANY PART OF A MULTIPLE DWELLING UNIT OR ITS ACCESSORY STRUCTURE BE
LOCATED CLOSER THAN TWENTY (20) FEET TO ANY PART OF ANOTHER DWELLING UNIT,
ACCESSORY STRUCTURE, OR NON RESIDENTIAL BUILDINGS.
ASSOCIATION MAINTENANCE
ALL BUFFERS, DRAINAGE AREAS AND PASSIVE / ACTIVE OPEN SPACE SHALL BE MAINTAINED BY THE
HOMEOWNER'S ASSOCIATION
LAND DISTURBANCE NOTE:
SITE EXCEEDS ONE ACRE IN DISTURBANCE, ALL STATE
PERMITS WILL HAVE TO BE SECURED PRIOR TO ISSUANCE OF A
BUILDING PERMIT.
SURVEY NOTE:
TOPOGRAPHIC AND BOUNDARY SURVEY COMPLETED BY
PARAMOUNTE ENGINEERING, INC. AND SEALED BY
CHRISTOPHER J. GAGNE, PLS, ON APRIL 25, 2017.
FEMA NOTE:
MOST LOTS EXIST WITHIN FLOOD ZONE 'X', AS SHOWN BY
FEMA FLOOD PANEL 3720313300J WITH AN EFFECTIVE DATE
OF APRIL 3, 2006. PORTIONS OF LOTS LIE WITHIN FLOOD
ZONE 'AE' WITH A BASE ELEVATION OF 10'.
ROADS
1.ALL STREETS SHALL BE PRIVATE AND CONSTRUCTED TO NCDOT STANDARDS
AND INSPECTED AND CERTIFIED BY ENGINEER TO VERIFY THEY WERE BUILT TO
NCDOT STANDARDS.
2.ALL SIDEWALKS WILL BE CONSTRUCTED IN COMPLIANCE WITH ADA
REQUIREMENTS.
UTILITIES
1.ALL WATER AND SEWER UTILITIES WILL BE COORDINATED WITH CFPUA.
2.STORMWATER WILL BE HANDLED ON SITE IN COMPLIANCE WITH ALL STATE AND
LOCAL STORMWATER STANDARDS.
3.VERTICAL OBSTRUCTIONS, FENCES, WALLS, ETC. ARE NOT ALLOWED
IN UTILITY/DRAINAGE EASEMENTS.
4.STREET LIGHTS WILL BE PROVIDED AS PER SECTION 52-9 OF THE NEW HANOVER
COUNTY SUBDIVISION ORDINANCE.
TRAFFIC
1.THIS PROJECT IS A PART OF THE APPROVED TIA FOR THE BEAU RIVAGE MASTER
PLAN (APPROVED MAY 2015) FROM WMPO, NCDOT AND NEW HANOVER COUNTY.
LANDSCAPE
1.ALL LANDSCAPE WILL COMPLY WITH NEW HANOVER COUNTY ORDINANCES AND A
LANDSCAPE PLAN WILL BE SUPPLIED AS PART OF THE PERMITTING DOCUMENTS
AS NECESSARY.
2.EXISTING VEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT POSSIBLE;
REMOVAL OF EXISTING VEGETATION SHALL PERTAIN TO NECESSARY AND ESSENTIAL
SITE IMPROVEMENTS CONCERNING DEVELOPMENT.
3.EXISTING TREES GREATER THAN 8" DBH SHALL NOT BE REMOVED FROM A TWENTY
FOOT BUFFER STRIP ALONG THE PERIMETER.
TREE PRESERVATION
1.ANY SIGNIFICANT TREES REQUIRING REMOVAL WILL BE MITIGATED / PAID FOR IN-LIEU
IN ACCORDANCE WITH SECTIONS 62.1-3 AND 67.
2.THERE ARE NO SIGNIFICANT TREES WITHIN THE PROJECT AREA.
WETLAND DELINEATION NOTES
1.REFER TO THE APPROVED BEAU RIVAGE MASTER PLAN FOR WETLAND DELINEATION
AND THE UPDATED SURVEY INFORMATION SHOWN ON THIS PLAN, DATED 1/25/18
CONFIRMING PREVIOUS LOCATIONS OF WETLAND DELINEATION.
= PROPERTY LINE
= WETLANDS
= SETBACK
= PROPOSED UTILITY EASEMENT
= CURVE RADIUS
= WATERLINE
= SEWER LINE
= FIRE HYDRANT
LEGEND
R
W W W
SS SS
WET
WET
PASSIVE OPEN
SPACE
1.92 AC
10' X 70' SIGHT
TRIANGLE, TYP.
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TYPICAL PARKING DETAIL
SCALE: 1' = 30'
SITE PARKING
RESIDENTIAL PARKING:
MINIMUM PARKING REQUIRED FOR SINGLE FAMILY OR DUPLEX RESIDENTIAL
(2 PARKING SPACES ON THE SAME LOT FOR EACH DWELLING UNIT)
MINIMUM PARKING REQUIRED:152
TOTAL PARKING PROVIDED: 228 (3 PER DWELLING UNIT)
AMENITY PARKING:
MINIMUM PARKING REQUIRED FOR CLUBS & ASSOCIATED USES
800 SF CLUBHOUSE (1 SPACE PER 100 SF)
MINIMUM PARKING REQUIRED:8
TOTAL PARKING REQUIRED:5*
(*PER SEC. 81-1, REDUCED PARKING FOR AMENITY IS REQUESTED DUE TO
THE CENTRAL LOCATION OF THE AMENITY WITHIN THE PROPOSED DEVELOPMENT,
THE PROJECT IS WALKABLE, AND THE THE AMENITY IS LOCATED LESS THAN
385' FROM ALL PROPOSED UNITS. THE AMENITY IS INTENDED FOR RESIDENT USE.
BICYCLE PARKING HAS BEEN PROVIDED TO HELP OFFSET VEHICULAR PARKING).
BICYCLE PARKING REQUIRED:0
BICYCLE PARKING PROVIDED:6, LOCATED AT CLUBHOUSE TO OFFSET PARKING
REQUIREMENTS, SEE NARRATIVE
DRIVE LANE (TYP)
DRIVEWAY AT PROPOSED
RESIDENTIAL UNIT (TYP), SEE DETAIL
THIS SHEET FOR PARKING LAYOUT
AND DIMENSIONS
PROPOSED RESIDENTIAL UNIT, SIZE
VARIES, NUMBER OF UNITS PER
BUILDING PROVIDED (IN CIRCLE)
7 = NUMBER OF PROPOSED
RESIDENTIAL UNITS PER
BUILDING
AMENITY WITH CLUB
HOUSE AND POOL
SWIMMING POOL
FIRE / EMS COMPLIANT
TURN-A-ROUND
SHADE PERGOLA
PEDESTRIAN PARK
CONNECTION
KAYAK STORAGE
PROPOSED 5'
SIDEWALK
APPLICANT TO
COORDINATE WITH
POWER COMPANY ON
EASEMENT CROSSING
AND POLE PLACEMENT
PROPOSED PROJECT ENTRY
INFILTRATION BASIN
INFILTRATION BASIN
SCALE:
0 2401206030
1" = 60'
BICYCLE RACKS
(6 BIKE CAPACITY)
NOR T H C AROLIN
A
P ROF E SSION
ENGI N E E R
SEAL AL
T
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M
OTHY G. C L I N K S C ALES0 2 8 8 4 7
7/
2
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STOP SIGN
STOP SIGN
100' RIGHT TURN TAPER
(PER NCDOT REQUIREMENTS)
SIDEWALK (TYP)
2" S9.5B
SURFACE COURSE
6" CABC
COMPACTED SUBGRADE
PER SPECIFICATIONS
ASPHALT PAVEMENT SECTION
EXISTING TREES
THERE ARE NO SIGNIFICANT TREES LOCATED ON-SITE.
STREETLIGHT NOTES
STREETLIGHTS WILL BE INSTALLED. FINAL DESIGN, LOCATIONS, AND
CALCULATIONS WILL BE PROVIDED BY DUKE ENERGY.
20'
20
'
20'
20'
20'
20
'
20'
24'
2
4
'
2
4
'
24'
2
4
'
2
4
'
24
'
24'
24'
2
4
'
2
6
'
26
'
26'
2
6
'
2
2
'
22'
22'
22
'
22
'
2
2
'
22'
22'
22'
2
2
'
22
'
22
'
18'
18'
18'
18'
18'
STORMWATER AREA
0.34 AC
BLDG 1 BLDG 2 BLDG 3 BLDG 5BLDG 4 BLDG 8 BLDG
IP
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SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
BLDG 7BLDG 6
35' BUILDING SETBACK
20 SPACES 8 SPACES20 SPACES + 1 HC20 SPACES + 1 HC9 SPACES R2
5
'R25'
R
2
5
'
R25'
R
2
5
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R25'
10-0
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DB 6
1
3
5
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D
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DIST
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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#R
P
D
ZONED
PAR#R07600-006-290-000
CITRUS COVE
HOA INC
DB 5492, PG 391
ZONED-R-10-RESIDENTIAL
DISTRICT
2347.29'S 50°08'26" W
1
9
6
.
2
2
'
N
7
2
°
2
1
'
1
6
"
W
2464.87'N 50°08'26" E
24'
24'
50'
80'20'
24'5'
9'
18'
1
8
'
1
8
'
1
8
'
2
0
'
20
'
2
0
'
2
0
'
28'
28'
28'
2
8
'
28
'
2
8
'
24
'
24'
24
'
2
4
'
24
'
24'
24'
24'
24'
24'
2
4
'
2
4
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1
6
'
30'
2
6
'
26
'
26'
26'
26'
2
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26'
2
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'
26'
26
26'
26'
26
'
22'
2
2
'
2
2
'
22
'
2'
22'
BLDG 8 BLDG 9 BLDG 10 BLDG 11 BLDG 13BLDG 12 BLDG 14 BLDG 15 BLDG 16
IP
F
IP
F
I
P
F
IP
F
35' BUILDING SETBACK
25' BUILDING SETBACK
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
BLDG 17 BLDG 18BLDG 7 BLDG 19 BLDG 20
20' STREETYARD
BUFFER
25' BUILDING
SETBACK
ES 8 SPACES 21 SPACES 20 SPACES + 1 HC 20 SPACES + 1 HC 20 SPACES + 1 HC 20 SPACES + 1 HC 20 SPACES + 1 HCR
2
5
'R25'
R
2
5
'
R25'R
3
0
'
R30'
20' PERIMETER BUFFER
20' PERIMETER BUFFER
PAR#R07600-006-043-000
MATAVA GARY J
ETAL
DB 5531, PG 2200
ZONED-B-2-BUSINESS
DISTRICT
7600-006-042-000
TAVA GARY J
ETAL
5531, PG 2200
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#R07606-002-002-000
WORMAN PHILLIP
H LINDA L
DB 2732, PG 783
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
S
3
5
°
3
9
'
2
5
"
E
2347.29'S 50°08'26" W
2464.87'N 50°08'26" E
24'
24'
VICINITY MAP
SCALE: 1" = 1,000'
NORTH
C
A
R
O
L
I
N
A
B
E
A
C
H
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D
.
CO
L
L
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G
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.
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.
SITE
EXISTING SITE DATA
PROJECT ADDRESS:5308 CAROLINA BEACH RD.
PARCEL ID:R07600-006-044-000
TOTAL TRACT AREA:± 9.14 AC
ZONING DISTRICT:R-15, B-2
PROPOSED ZONING:R-10 HIGH DENSITY
LAND CLASSIFICATION:URBAN & GENERAL RES.
OWNER INFORMATION:BENNETT COMMERCIAL PROP, LLC.
6601 MYRTLE GROVE RD.
WILMINGTON, NC 28409
DEVELOPMENT DATA
HIGH-DENSITY RESIDENTIAL DENSITY:17 UNITS/AC
ALLOWABLE UNITS155.4 UNITS
±9.14 AC x 17
PROVIDED UNITS100 UNITS
PROVIDED DENSITY10.9 UNITS/AC
100 UNITS/9.14 AC
OPEN SPACE REQUIRED1.83 AC
20% x 9.14 AC
OPEN SPACE PROVIDED±4.22 AC
EXCLUDES POND SURFACE
BUILDING HEIGHT35'
(20) 2-STORY BUILDINGS
TOTAL TOWNHOME BEDROOMS300
(100) 3-BR
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
REQUIRED PARKING SPACES200
100 units @ 2/unit = 200
PROVIDED PARKING SPACES205
HC Spaces Provided 7
201-300 spaces =
7 spaces required
IMPERVIOUS SURFACES
ROOFTOPS 80,000 SF
PAVEMENT 95,297 SF
SIDEWALKS 11,500 SF
186,797 SF
IMPERVIOUS SURFACE RATIO47%
R-10 Allowed = 50%
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.
(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
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;
1.42 AC
OPEN SPACE;
0.77 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
TRAVELWAYPARKING STALL
SLOPE
5'
FOR LOCATION
DA
T
E
:
SC
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:
DE
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:
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:
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:
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TG
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JC
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1"
=
1
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18327.PE
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20' PERIMETER BUFFER, TYP.
EXISTING VEGETATION TO REMAIN AND COUNT FOR
BUFFER PLANTINGS; TO BE AUGMENTED CONSISTENT
WITH COUNTY STANDARD 3 ROWS OF SHRUBS WHEN
EXISTING VEGETATION FOUND TO BE INSUFFICIENT
OPEN SPACE;
1.51 AC
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