NCC221783_Site Plan or Location Map_20220510

or, - - - - - - - - - - - -
STANDARD MAINTENANCE / SIDEWALK NOTE:
GENERAL NOTES:
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� 20' PRIVATE
DRAINAGE 34
EASEMENT
33
SIDEWALKS AND STREET TREES ARE TO BE MAINTAINED BY THE HOME OWNER'S ASSOCIATION
("HOA"), PROPERTY OWNER'S ASSOCIATION ("POA"), CONDOMINIUM OWNER'S ASSOCIATION ("COA"),
OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE
RESIDENTIAL COMMUNITY. SIDEWALK OR STREET TREE INSTALLATIONS THAT ARE DAMAGED
AND/OR REMOVED BY HARNETT COUNTY/ DEPARTMENT OF PUBLIC UTILITIES / HARNETT REGIONAL
WATER OR ITS REPRESENTATIVES, AGENTS, OR CONTRACTORS AS A RESULT OF REPAIR /
MAINTENANCE OF THE PUBLIC WATER AND / OR SEWER LINE WILL BE REPLACED OR REPAIRED BY
THE HOME OWNER'S ASSOCIATION ("HOA"), PROPERTY OWNER'S ASSOCIATION ("POA"),
CONDOMINIUM OWNER'S ASSOCIATION ("COA"), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR
THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY.
N.C.G.S. "BEAN"
NAD 83 '� z x x x•"; x
2011 / NAVD88 LGI HOMES - NC, LLC
( ) D.B. 3641, PG. 879
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ALAN STANLEY HUSTON A
TRUSTEE OF THE ALAN S.
HUSTON REVOCABLE TRUST
DATED AUGUST 6, 2013
/sue O D.B. 3688, PG. 794
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KATHY ANN GILES � � 9
2 PART OF TRACT 1
D.B. 2116, PG. 900 2G, M.B. 22, SLIDE 4
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D.B.3316, PG.605
COMMON AREA C
\EAR MEADOW SUBDIVISION
M.B. 2001, PG. 1018
PIN 0662-23-2830.000
20' TYPE 'C
: 7 20' PRIVATES:`'....: :
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JEFFREY ALLEN JOHNSON . .
KATHY ANN GILES . .
ROBIN EDA JOHNSON ; ' : x x , .. ' ` x ` x ' �x VARIABLE WIDTH PUBLIC `.:`,..:;.:::`.
D.B. 2116, PG. 900 , .. , . , 201 DRAINAGE EASEMENT PHASE 3
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TRACT TWO 3335, G 3 , , , S. .
PLAT CABINET F PAT CABINET F, SLIDE 610-B x = n ' . , 132 133134135136 137 138 139140 141 142 143144145146 147 148 149 150 151
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SLIDE 610-B PIN 0662-24-6394.000 . ,\ x ; :.:.}. `::: \.
PIN 0662-24-5199.000 „ . z LANDSCAPE BUFFER , • 20 TYPE C 50' INGRESS/EGRESS
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FUTURE 20' R/W D ICATION
P.C. #F, SLIDE 6 9-13
M.B. 2000, PG. 708
N.C. HWY. 210 N.
(VARIABLE WIDTH PUBLIC R/W) — —
D.B.3543, PG. 28 (TCE #8)
D.B. 3549, PG. 432
M.B. 2000, PG. 561
M.B. 2019, PG.404
M.B. 2017, PG. 337 (TCE #8)
THE HARNETT COUNTY
BOARD OF EDUCATION
D.B. 887, PG. 630
PIN 0662-34-9584.000
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
D.B. 3757, PG. 370
RIGHT OF WAY DEDICATION
M.B. 2019, PG. 404
PIN 0662-45-1288.000
SCALE: 1 IN = 100 FT
50' 0 100, 200'
SCALE IN FEET
HORIZONTAL
LEGEND:
THE FOLLOWING NOTES ARE APPLICABLE TO SITE SHEETS C3.0 THRU C3.3
1. ALL CONSTRUCTION SHALL BE PER TOWN OF LILLINGTON STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS ARE IN FEET AND TO BACK OF CURB UNLESS OTHERWISE NOTED.
3. ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR
PRIVATE, BEFORE WORKING IN THESE AREAS.
5. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING
CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A LICENSED LAND SURVEYOR AT THE COST OF THE
CONTRACTOR.
6. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE PUBLIC WILL BE
PROTECTED FROM INJURY AND ADJOINING PROPERTY PROTECTED FROM DAMAGE
7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT
AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION
OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER
STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE
REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS.
9. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR,
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY
DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT
APPROVAL BY THE FACILITY DESIGNER.
10. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY.
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS.
12. ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAIN OUT OF SIGHT TRIANGLES AS
SHOWN ON PLANS.
13. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEET @ 1.5 INCHES
DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOIN FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT
FORA PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED OR RESURFACED.
14. COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY HOMEOWNERS ASSOCIATION.
15. ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THE TOWN OF LILLINGTON FOR
REVIEW AND APPROVAL PRIOR TO INSTALLATION.
16. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL PLAT OF THE SUBDIVISION.
EASEMENTS BASED OF CENTER OF UTILITY OR PIPE SHALL BE PER AS -BUILT LOCATIONS.
17. AREAS OF PARENT PARCEL THAT ARE NOT SUBDIVIDED TO CREATE SINGLE FAMILY RESIDENTIAL LOTS ARE TO
REMAIN AS ONE PARCEL TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION OF THE
NEIGHBORHOOD.
STREET LIGHT
T
SIGN
wcR
WHEELCHAIR RAMP
CBU
CLUSTER MAILBOX UNIT
- -
ROADWAY CENTER LINE
- -
LOT LINE
RIGHT OF WAY LINE
PHASE LINE
SETBACK LINE
— — — —
BMP LIMITS
— — — — — — —
EASEMENT
VALLEY CURB & GUTTER
STANDARD CURB & GUTTER
SPILL CURB & GUTTER
— —
ORNAMENTAL FENCE
TP
TREE PROTECTION FENCE
CONCRETE SIDEWALK
ASPHALT PAVEMENT
ASPHALT OVERLAY
ASPHALT MILLING/OVERLAY
OPEN SPACE
+ + +
+ + +
NATURAL OPEN SPACE
+ + +
USABLE OPEN SPACE
SITE INFORMA T/ON
LOCATION:
4985 NC 210 N
ANGIER, NC 27501
JURISDICTION:
LILLINGTON
COUNTY:
HARNETT
PIN#:
0662 34 1818, 0662 24 9062
DB/PG:
3826/0333, 3826/0329
ZONING:
RMX
ACREAGE:
31.83 AC
CURRENT LAND USE:
RESIDENTIAL
PROPOSED LAND USE:
RESIDENTIAL
MINIMUM BUILDING SETBACKS:
FRONT YARD:
20' MINIMUM
SIDE YARD (END UNITS):
6' MINIMUM
REAR YARD:
6' MINIMUM
MAX BLDG HEIGHT:
4 STORIES
RIGHT OF WAY:
RIGHT OF WAY DEDICATION (HWY 210):
0.88 AC
NORTHERN TRACT ACREAGE:
13.73 AC
NATURAL OPEN SPACE REQUIRED:
1.37 AC (10%)
NATURAL OPEN SPACE PROVIDED:
2.91 AC (21%)
USABLE OPEN SPACE REQUIRED:
0.69 AC (5%)
USABLE OPEN SPACE PROVIDED:
0.88 AC (6%)
SOUTHERN TRACT ACREAGE:
18.10 AC
NATURAL OPEN SPACE REQUIRED:
1.81 AC (10%)
NATURAL OPEN SPACE PROVIDED:
1.91
USABLE OPEN SPACE REQUIRED:
0.90 AC (5%)
USABLE OPEN SPACE PROVIDED:
1.28 AC (7%)
LOT ACREAGE:
TOTAL NUMBER PROPOSED UNITS:
225
MAX ALLOWED DENSITY:
18.0 UNITS/AC
PROPOSED DENSITY:
7.07 UNITS/AC
MINIMUM ALLOWABLE LOT WIDTH:
20'
MINIMUM PROPOSED LOT WIDTH:
20'
MAXIMUM PROPOSED LOT WIDTH:
40'
PARKING
NORTHERN TRACT REQUIRED PARKING:
141 (1.5 x 94 UNITS)
NORTHERN TRACT PROVIDED PARKING:
222
NORTHERN TRACT REQUIRED VISITOR SPACES:
0
NORTHERN TRACT PROVIDED VISITOR SPACES:
20
SOUTHERN TRACT REQUIRED PARKING:
197 (1.5 x 131 UNITS)
SOUTHERN TRACT PROVIDED PARKING:
310
SOUTHERN TRACT REQUIRED VISITOR SPACES:
0
SOUTHERN TRACT PROVIDED VISITOR SPACES:
17
BUILT UPON AREAS (BUA):
PROPOSED ROADWAYS/PARKING:
3.92 AC
PROPOSED SIDEWALKS:
1.20 AC
PROPOSED LOT BUA:
9.31 AC
(2,000 SF/ END UNIT TH)
(1,750 SF/ INTERIOR UNIT TH)
TOTAL PROPOSED BUA:
14.43 AC
TOTAL PROPOSED BUA PERCENTAGE:
45%
MAXIMUM ALLOWABLE BUA:
70%
UTILITY DEMANDS
SEWAGE USAGE: 300 GPD/UNIT
(225 UNITS x 300 GPD) = 67,500 GPD
WATER USAGE: 400 GPD/UNIT
(225 UNITS x 400 GPD) = 90,000 GPD
NOT FOR CONSTRUCTION
SEAL
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