NCC230111_Site Plan or Location Map_20230113

SITE DATA TABULATION
OWNER: HM WOODLANDS PHASE II, LLC
806 GREEN VALLEY ROAD SUITE 311
GREENSBORO, INC 27408
PROJECT ADDRESS:
TAX PARCEL IDENTIFICATION #:
RECORDED DEED BOOK:
TOTAL SITE AREA:
CURRENT ZONING:
CAMA LAND USE CLASSIFICATION:
BUILDING CONSTRUCTION TYPE:
MAXIMUM ALLOWABLE BUILDING HEIGHT:
PROPOSED HEIGHT / SF:
EXISTING LAND USE:
PROPOSED LAND USE:
SINGLE FAMILY LOT COVERAGE
MULTI FAMILY LOT COVERAGE
DISTURBED AREA:
SINGLE FAMILY SETBACK STANDARDS
i�
I I AASHTO SIGHT DISTANCE
TRIANGLE
i I
PROPOSED CROSSWALK
5' WIDE SIDEWALK, TYP.;
EXISTING UTILITIES,
SEE DETAIL SHEET
PROPOSED PEDESTRIAN PROPOSED CONCRETE/ASPHALT
TYP. SEE UTILITY
f
CROSSING SIGN. R1-5b
WALKING TRAIL _ _ _ _
PLAN FOR DETIALS
-I
I
-
- - - - - - -
_ _ - - - / - - - - -
PROPOSED SEGMENTAL RETAINING
PROPOSED
PROPOSED STOP
WALL. REFER TO GRADING PLANS
PROPOSED 46'x46' SIGHT \
CROSSWALK (TYP.)
SIGN. R1-1
24" VALLEY CURB AND GUTTER,
TYP.-SEE DETAIL THIS SHEET s
S
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-
... TRIANGLES. TYP. _ CAROLINA BEACH ROAD HWY. 421)
- -
_ _ _
- - - -► - -►-
-►
PUBLIC RIGHT OF WAYWIDTH VARIES
\\\pppp PROPOSED LIGHT a
PROPOSED DEAD
PROPOSED _�
25'WETLAND SETBACK
'WETLAND
APPA Tvp
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PROPOSED STOP
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SIGN-1-1
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PROPOSED
ao
CROSSWALK (TYP.)
MUIRFIELD TOWNES@
ECHO FARMS FICA, INC
LAND USE: 10-1
ZON IN G: M F-L-MULTI
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FAM LOW DEN
R07007-003-002-000
DB 6033, 0069
EX. LIGHT POLE
PROPOSED MEDIAN
EXTENSION
PROPOSED
NO
OUTLET SIGN. W14-2
4114 ECHO FARMS BLVD. /j
WILMINGTON, INC 28412
R07006-002-052-000
BK 6476, PG 1623
PLAT BOOK 64 PG. 296
13.57 ACRES (591,022 SF)
MD-17 (MF-M STANDARDS)
URBAN/ CONSERVATION AREA
VB
35'- 96' (WITH ADDITIONAL YARD REQ.)
2-BR UNITS = 35' / 2 STORIES & 1,848 SF
3-BR UNITS = 45' / 3 STORIES & 2,330 SF
UNDEVELOPED
4 - SINGLE-FAMILY RES. (DETACHED)
42 - MULTI -FAMILY (ATTACHED)
50% MAX PER CODE (20,000SF/44,773SF)
44.7%
30% MAX PER CODE (55,170SF/546,249SF)
10.1%
±466,219 SF (10.7 ACRES)
PROVIDED REQUIRED
MINIMUM FRONT SETBACK
15 FT
15 FT
MINIMUM SIDE SETBACK
5 FT
5 FT
MINIMUM CORNER SETBACK
10 FT
10 FT
MINIMUM REAR SETBACK
15 FT
15 FT
SINGLE FAMILY LOT SIZE
APPROXIMATELY 60' WIDE x 120' LONG
MINIMUM WIDTH = 50'
MINIMUM SQUARE FOOTAGE = 5,000 SF
MULTI FAMILY SETBACK STANDARDS
PROVIDED REQUIRED
MINIMUM FRONT SETBACK 35 FT + 35 FT
MINIMUM INTERIOR SIDE SETBACK 20 FT + 20 FT*
MINIMUM CORNER SIDE SETBACK 30 FT + 30 FT*
MINIMUM REAR SETBACK 25 FT + 25 FT*
*THE 3-BR, 3 STORY BUILDINGS SHALL BE SETBACK AN ADDITIONAL 4 FT.
MAXIMUM ALLOWED DENSITY TRACT 5
SFR IN MF-M ZONING ALLOWS UP TO 9 DU/AC
13.57 AC. 9 UNITS/AC = 122 UNITS
MF-M ZONING ALLOWS UP TO 17 DU/AC
13.57 AC. * 17 UNITS/AC = 231 UNITS
46 PROPOSED UNITS = 3.39 UNITS/ACRE
OPEN SPACE REQUIREMENTS
35% OF THE TRACT PROVIDED REQUIRED
TOTAL 6.55 AC 4.75 AC
ACTIVE (50% OF REQUIRED) 2.38 AC 2.375 A
PASSIVE (50% OF REQUIRED) 4.17 AC 2.375 AC
*(OPEN SPACE DOES NOT INCLUDE NATURAL PONDS, STORMWATER PONDS, LAKES,
STREAMS, AND MARSHES)
SITE INFORMATION
PROPOSED IMPERVIOUS AREA
LOT IMPERVIOUS (5,000 SF/LOT) 20,000 SF
MULTI -FAMILY BUILDINGS 55,170 SF
ON -SITE SIDEWALKS/PATHS/OS AMENITIES 26,360 SF
ASPHALT/ CONCRETE/ CURB & GUTTER 57,030 SF
FUTURE 11,000 SF
TOTAL PROPOSED IMP. AREA 169,560 SF (3.89 AC)
PROPOSED PERCENT IMPERVIOUS 166,560 SF / 591,022 SF = 28.18%
EXISTING IMPERVIOUS TO REMAIN 1,225 SF
OFF -SITE IMPERVIOUS
IMPERVIOUS PAVEMENT 1,460 SF
IMPERVIOUS SIDEWALK 2,925 SF
TOTAL 4,385 SF
TOTAL PROP. IMPERVIOUS (ON -SITE, & OFF -SITE) 170,945 SF
WATER AND SEWER CAPACITY
SANITARY SEWER
SINGLE FAMILY - ASSUMING 4-BEDROOM HOMES @ 120 GPD/BED = 480 GPD/HOME
MULTI -FAMILY - ASSUMING 3-BEDROOM UNITS @ 120 GPD/BED = 360 GPD/UNIT
4 - SINGLE FAMILY HOMES @ 480 GPD/HOME = 1,920 GPD
56 - MULTI FAMILY UNITS @ 360 GPD/UNIT = 15,120 GPD
TOTAL SEWER FLOW = 17,040 GPD
WATER
SINGLE FAMILY - 4 HOMES AT 400 GPD/HOME = 1,600 GPD
MULTI FAMILY - 42 UNITS AT 400 GPD/UNIT = 16,800 GPD
TOTAL WATER DEMAND = 18,400 GPD
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DB 5295, 2339 LAND USE. 10-1
w w I WA�NEETAL GIBSDNGUVNEL DPAY A CONCRETE/ASPHALT To-' 0.50Act
A R07012-002-003-000 ZONING. R-15 ,:' NIm
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0 I r DB 4174, 0,770 R07012-002-00s-000 R07012-0o2-oos-00 I JANICE M. LAND USE'. 10-1 I 1 2Q152 SFt 14,
Ge<icNv c AREA, TYP. D SE � ll� 0.46ACtV
6 DB 5911, 2810 DB 1792, 0873 ONIN R-15 LAND USE. 10 -1 ANDERSON JERRV A. OGUEVARAABIBIO ZONING. R-15
NV Y I PROPOSED (5) Ro 912-99 DoCoo
ZONING.P-15 ANNEM. I ESLVLGUTIERREZ R07012-002011-000
OS \ I I I B 3508, 641 I USE. 1 P- DB 1658, 0914 e 3 / v R07012-002008-000 LAND USE.10.1
5' WIDE SIDEWALK TYP SPACE BICYCLE I I I //= a66,SFt
DB 5820, 1353 ZONING. R-15 ZONING
RO]012-002-009-000 0]012002010-00[ I
w�h, ' ' I PARKING RACK , I 1 1 ' DB 5891, 2823 DB990f ".." �I I 1 /! ° 0.451AC.t
dos SEE DETAIL SHEET _ 25' M.F. REAR SETBACK COVERED BICYCLE I ll�
PROPOSED 3" PVC I:. I_
TOWAND USE
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DB 5064, 2652 - �- ass - g AREA, TYP. _ _ - - - - - -w /
w-""-.MAINTAINED SANITARY �w-w "'" % w `� � /// ( �.. �� L8
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RIM=149
M504SF
NW)=7.99 0.310 AB.t \\ Ag
INV(SE)=7.98 _ _ EE ss-ss- _ - - q'l PHILLIPS ROBERTJ
SMH O LOTS A
_ RIM=14.51 O° '\\'h � N652 LAND USE: 10-1 SMH IM/(NVt,=10.66 A \ / / ZONING: 16-
000
SMH RIM=15.08 /ul \ R 012-002-0202
20' LANDSCAPE BUFFER 5' WIDE SIDEWALK, TYP.
RIM=15.75 IM/(SE)=10.16 \' +260, 0202
NV(SE)=9.76 NV(NW)=10.17
\
SEE DETAIL SHEET �° FLOOD \ BETWEEN SINGLE FAMILY ^ \
RESIDENTIAL LOTS / ZONE AE(9) _
a \ -
/
VEHICLE PARKING:
PER SEC. 18-532 - PARKING SCHEDULE, 3 BEDROOM UNITS REQUIRE 2.25, 2
BEDROOM UNITS REQUIRE 2 PARKING SPACES.
REQUIRED: 16 3-BR UNITS @ 2.25/UNIT = 36 SPACES
26 2-BR UNITS @ 2/UNIT = 52 SPACES.
TOTAL: 88 SPACES
PROVIDED: (1/GARAGE PLUS DRIVEWAY AS SHOWN) = 88 SPACES
ON -STREET SPACES
PROVIDED: 23 SPACES
TOTAL PARKING SPACES: 111 SPACES
BICYCLE PARKING:
5 BICYCLE PARKING SPACES FOR MULTI FAMILY DEVELOPMENT REQUIRING 25 OR
MORE AUTOMOBILE PARKING SPACES. EACH ADDITIONAL 100 AUTOMOBILE
PARKING SPACES ABOVE THE TWENTY-FIVE MINIMUM SHALL REQUIRE PROVISIONS
FOR PARKING AN ADDITIONAL (5) BICYCLES. 5 BICYCLE PARKING SPACES
REQUIRED.
AREA WITHIN CONSERVATION SETBACK:
CONSERVATION AREA 47,728 SF
25% OF AREA ALLOWED 11,932 SF
IMPACTED AREA 2,566 SF (5.4%)
GENERAL NOTES:
1.) INSTALL REFLECTORS PER CITY AND NCDOT STANDARDS. TRAFFIC ENGINEERING MUST
APPROVE OF PAVEMENT MARKING LAYOUT PRIOR TO ACTUAL STRIPING.
2.) IT SHALL BE THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT OFFICIAL STREET NAME
SIGNS AT ALL INTERSECTIONS ASSOCIATED WITH THE SUBDIVISION IN ACCORDANCE
WITH THE TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL. THE SUBDIVIDER MAY
ACQUIRE AND ERECT OFFICIAL STREET NAME SIGNS OR MAY CHOOSE TO CONTRACT
WITH THE CITY TO INSTALL THE STREET SIGNS AND THE SUBDIVIDER SHALL PAY THE
COST OF SUCH INSTALLATION. CONTACT TRAFFIC ENGINEERING AT 910-341-7888 TO
DISCUSS INSTALLATION OF TRAFFIC AND STREET NAME SIGNS. PROPOSED STREET
NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS.
3.) ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET
MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
4.) CONTACT TRAFFIC ENGINEERING FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN
THE RIGHT-OF-WAY. 910-341-3258
5.) A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL
BE SUBMITTED TO THE CITY OF WILMINGTON TRAFFIC ENGINEERING DIVISION AND
PARKS AND RECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO THE
RECORDING OF THE FINAL PLAT.
FLOOD NOTE
PORTIONS OF THE PARCEL LIE WITHIN FLOOD ZONE AE (EL 9) AS INDICATED BY FEMA FLOOD
ZONE MAP NUMBER 3720312500K BEARING AN EFFECTIVE DATE OF AUGUST 28, 2018.
SRB 12-618 4114 ECHO FARMS TRACT 5 CONDITIONS:
1. The use and development of the subject property shall comply
with all regulations and requirements imposed by the Land
Development Code, the City of Wilmington Technical Standards
and Specifications Manual and any other applicable federal, state
or local law, ordinance or regulation, as well as any condition
stated below. In the event of a conflict, the more stringent
requirement or higher standard shall apply.
2. Approval of this preliminary plan does not constitute technical
approval of a site plan. Final approval by the Technical Review
Committee and the issuance of all required permits must occur
prior to release of the project for construction.
3. If, for any reason, any condition for approval is found to be illegal
or invalid or if the applicant should fail to accept any condition
following approval, the approval of the preliminary plan shall be
null and void.
4. The use and development of the subject property shall be in
accordance with the approved preliminary plan as submitted and
approved.
5. Utilities shall be placed in appropriate locations relative to the
public rights of way and co -location of water and sewer utilities
with the required street trees (per the City TSSM) shall be
pursued by the applicant and designer.
STREET LIGHTING NOTES:
1. THE STANDARD STREETLIGHT SHALL BE A DEP ENCLOSED CUTOFF (COBRA TYPE), HIGH
PRESSURE SODIUM VAPOR (HPSV) OR DEP DESIGNATED LED EQUIVALENT FIXTURE
INSTALLED WITHIN THE RECOMMENDED RANGE OF MOUNTING HEIGHTS FOR THE
SPECIFIC FIXTURE. THE STANDARD STREETLIGHT SHALL BE INSTALLED ON A WOODEN
POLE IN AREAS SERVED FROM OVERHEAD FACILITIES AND ON A FIBERGLASS POLE IN
AREAS SERVED FROM UNDERGROUND FACILITIES.
2. A LAYOUT FOR THE STANDARD STREET LIGHTING HAS BEEN PROVIDED WITH THE
REVIEW. MINIMUM OF SEVEN STREET LIGHTS ARE REQUIRED FOR THIS SUB -DIVISION.
ALTHOUGH, DEVELOPERS MAY CHOOSE TO PROVIDE ANY EXTRA LIGHTS OR
ORNAMENTAL. ANY INSTALLATIONS ABOVE THE CRITERIA OF STANDARD STREET
LIGHTING, WILL BE CONSIDERED AS NONSTANDARD AND HAS TO CONFORM TO THE
CITY'S NON-STANDARD STREET LIGHTING PROCEDURE AS PER THE POLICY.
3. IF DEVELOPER PREFERS TO INSTALL NON-STANDARD STREET LIGHTS FOR THIS
SUB -DIVISION, AT LEAST ONE NON-STANDARD STREET LIGHT WILL BE REQUIRED AT THE
INTERSECTION OF McCARLEY BLVD. AND PROPOSED ROAD A.
4. DEVELOPERS SHALL BEAR ANY INSTALLATION COSTS ASSOCIATED WITH
STREETLIGHTS, IF APPLICABLE. IN AREAS SERVED FROM UNDERGROUND FACILITIES,
THE DEVELOPERS SHALL PAY THE ONE-TIME UNDERGROUND CONTRIBUTION CHARGE,
IF APPLICABLE.
5. THE PLANNING, DEVELOPMENT AND TRANSPORTATION DIRECTOR OR DESIGNEE AND
THE CITY LANDSCAPE DESIGNER WILL COORDINATE PLAZA PLANTINGS AND
STREETLIGHT LOCATIONS TO MINIMIZE THE OBSTRUCTION OF LIGHT BY VEGETATION.
WASTE DISPOSAL:
ALL WASTE DISPOSAL WILL BE BY INDIVIDUAL ROLLOUT CONTAINERS.
50 FT R/W
6'
I
5' PLAZA 11 1 24' 1 81
1.5' 1.5' -
�11 ass s MH
RIM=11,12
6'
I
5' _ PLAZA _
0.2% ANNUAL CHANCE GRAPHIC SCALE
FLOOD HAZARD 0 50 100 200 400
BOUNDARY
SCALE: 1 "=100'
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
50 FT R/W
24'
Know what's below.
Call MOM you dig.
11'
_ PLAZA
1.5' 1.5'
SLOPES 1/4" PER FT 1/4" PER FT 1/2" PER FT
0
= 1-2 /o
4.5' SIDEWALK
VERTICAL CURB & Z2"-SF9.5B SURFACE 6" ABC UNDER
GUTTER 6"-AGGREGATE BASE COURSE CURBING
LEVON DRIVE - TYPICAL CROSS SECTION
cI npl=c-_ 11/4"/FT 1 /o,,/CT 11 1 - -.-- 1 11 1 _-cI np�c
LEVON DRIVE - TYPICAL CROSS SECTION
6. A tree preservation plan and tree removal permit shall be required
for this project and city staff shall issue these based on
acceptable limits of clearing and tree preservation.
7. All existing protected trees not located within the building foot
print or impacted by essential site improvements, shall be
preserved or mitigated.
8. Trees designated to be preserved shall be properly protected
during construction and tree protection fencing shall be noted on
the construction plans. Tree clearing will be limited to essential
site improvements within the project limits as shown on the
approved site plan.
9. If necessary, resource areas, buffers and setbacks per
requirements of the LDC shall be shown and labeled on the
Preliminary Plan.
10. All existing and proposed public and non -municipal easements
shall be added as necessary to the Preliminary Plan.
11. An acceptable Preliminary Plan which adequately addresses all
TRC/SRB comments shall be submitted for signature within thirty
(30) calendar days of SRB approval.
12. The applicant shall obtain approval of the street names from the
city addressing coordinator and place the approved name on the
Preliminary Plan. This is required prior to plat recordation and/or
'SLOPES
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NOT TO SCALE
site plan submission.
13. Exterior site lighting shall be installed so as not to shine directly
onto adjacent residential parcels.
14. The use of pine straw as ground cover shall be prohibited within
ten (10) feet of any combustible exterior construction.
15. All city, state and federal regulations shall be followed.
16. Water mains may be located within the street to allow for street
trees to be planted in street plazas along all streets.
17. Sidewalk shall be provided along all road frontages, except Road
A which shall include sidewalk along only the south side.
18. Stormwater ponds shall be designed a open space amenities.
19. Parking bump outs shall be provided for overflow parking along
Road A.
20. Resurfacing/construction of the pedestrian trails in the
conservation resource buffer shall be limited to hand equipment
and minimal disturbance permitted due to the sensitivity of the
conservation resource.
0.5'
5'
SLOPES
=1-2%
SIDEWALK
VERTICAL CURB &
GUTTER
5'
1.5'
0.5'
1.5'
NOT TO SCALE
50 FT R/W
10,
MEDIA
NOT TO SCALE
40 FT R/W
16'
-1.5'
1/4" PER FT
1.5'
1.5'-
1/4" PER FT
0.5'
1.5'
0.5' 5' 5'
1/2" PER FT
Z_2"-SF9.5B SURFACE Z-- 6" ABC UNDER
6"-AGGREGATE BASE COURSE
CURBING
CONKLIN & TWOMEY CT. -
TYPICAL CROSS SECTION
NOT TO SCALE
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