Revised 10-30-1924,416 SF
0.56 AC
Open Space
69,678 SF
1.60 AC
Open Space
31,420 SF
0.72 AC
1
28,867 SF
0.66 AC
5
28,009 SF
0.64 AC
39
28,134 SF
0.65 AC
38
28,160 SF
0.65 AC
36 28,058 SF
0.64 AC
37
30,872 SF
0.71 AC
2
21,623 SF
0.50 AC
Open Space
29,255 SF
0.67 AC
3
28,676 SF
0.66 AC
4
28,851 SF
0.66 AC
6
28,636 SF
0.66 AC
7
28,015 SF
0.64 AC
16
28,089 SF
0.64 AC
15
28,011 SF
0.64 AC
13 28,096 SF
0.64 AC
10
28,062 SF
0.64 AC
12 28,111 SF
0.65 AC
11 28,035 SF
0.64 AC
8
28,061 SF
0.64 AC
9
28,041 SF
0.64 AC
24
28,087 SF
0.64 AC
23
28,190 SF
0.65 AC
25
28,019 SF
0.64 AC
27
28,007 SF
0.64 AC
22
28,011 SF
0.64 AC
21
28,022 SF
0.64 AC
26
28,046 SF
0.64 AC
31
28,018 SF
0.64 AC
17 28,004 SF
0.64 AC
18
28,030 SF
0.64 AC
30
28,004 SF
0.64 AC
19
28,120 SF
0.65 AC
28
28,071 SF
0.64 AC
29
28,027 SF
0.64 AC
20
34,431 SF
0.79 AC
Open Space
29,883 SF
0.69 AC
35
28,075 SF
0.64 AC
32
28,021 SF
0.64 AC
33
39,493 SF
0.91 AC
34
11,094 SF
0.25 AC
Open Space
28,008 SF
0.64 AC
14
4,300 SF
0.10 AC
Open Space
30,630 SF
0.70 AC
Open Space
W W W W W
W
W
W
W
W
W
W W W W W W W
WWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
Length
37.38
40.62
41.25
37.92
45.34
52.53
39.22
39.45
42.04
36.50
Radius
25.00
25.00
25.00
25.00
275.00
225.00
25.00
25.00
25.00
25.00
Delta
85.68
93.10
94.54
86.90
9.45
13.38
89.89
90.41
96.35
83.65
Chord Direction
N55° 04' 33"W
N34° 18' 50"E
S35° 02' 07"W
N55° 41' 10"W
N4° 49' 48"E
S6° 47' 44"W
N45° 03' 13"E
S45° 05' 48"E
N43° 00' 41"W
N46° 59' 19"E
Chord Length
34.00
36.30
36.73
34.39
45.29
52.41
35.32
35.48
37.26
33.34
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
Length
16.97
23.00
50.18
39.26
16.01
32.04
46.16
Direction
S12° 14' 10.00"E
N12° 14' 10.00"W
S37° 37' 09.71"W
S43° 27' 06.63"W
N75° 31' 46.94"W
N55° 48' 49.96"W
N11° 18' 35.76"E
Know what's below.
before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
100 FIRST ISSUEDBYDATEREVISIONS132456CHARLESTON GROVE SUBDIVISIONHARNETT COUNTYPINEY GROVE RAWLS ROADCONSTRUCTION DRAWINGSC3 PROJECT #:
18-034
REVIEW PROJECT #:
SHEET #:
XX-XXXLGI HOMES NC, LLCJOSH SPIEGEL7201 CREEDMOOR ROADRALEIGH, NC 27612JOSH.SPIEGEL@LGIHOMES.COM(980) 722-0391NC Firm License #: P-17642537 E LYON STATION RD, STE 102(PHYSICAL)P.O.Box 361(MAILING)Creedmoor, NC 27522-0361chad@c3designeng.com919.625.7368
C-1.4 PRELIMINARY PLAT 50.00'UNSUITABLE
SOILS
UNSUITABLE
SOILS
UNSUITABLE
SOILS
UNSUITABLE
SOILS
50.00'50.00'
REGALWOOD
(EXIST. SUBDIVISION)
SHERMAN ROAD
(SR#2211)
EXIST. PUBLIC 50' ROW
BAS
S
HOUND
C
IRC
L
E
(
SR#
2
2
1
2
)
E
X
I
ST
.
5
0
'
PUB
L
I
C
ROW
GREENFIELD SERENITY LLC
PIN - 0655-13-8762.000
PID - 080655 0040
DB - 3632 : 0993
ZONED - RA-40
LAND USE - AGRICULTURAL
±44.0 AC
JAMES B HOLLEMAN JR
PIN - 0655-03-4488.000
PID - 080655 0036
DB - 3630 : 0342
ZONED - RA-40
LAND USE - AGRICULTURAL
±44.27 AC
CHARLIE HICKS & C/O BEVERLY JOHNSON
PIN - 0655-01-4436.000
PID - 080655 0046
DB - 212 : 0253
ZONED - RA-40
LAND USE - AGRICULTURAL
±92.00 AC
REGALWOOD HOMEOWNERS
ASSOC INC
PIN - 0655-12-6991.000
PID - 080655 0030 44
DB - 1343 : 0382
ZONED - RA-40
LAND USE - AGRICULTURAL
±1.01 AC
JOHN ANTHONY PICOLLA &
BRENDA J PICOLLA
PIN - 0655-12-6699.000
PID - 080655 0030 30
DB - 2953 : 0144
ZONED - RA-40
LAND USE - AGRICULTURAL
±0.71 AC
JASON MCLAMB
PIN - 0655-12-6586.000
PID - 080655 0030 31
DB - 3199 : 0335
ZONED - RA-40
LAND USE - AGRICULTURAL
±0.92 AC JENNIFER M RAGAN
PIN - 0655-12-7458.000
PID - 080655 0030 32
DB - 3186 : 0078
ZONED - RA-40
LAND USE - AGRICULTURAL
±0.75 AC
REGALWOOD HOMEOWNERS
ASSOC INC
PIN - 0655-12-7194.000
PID - 080655 0030 43
DB - 1343 : 0382
ZONED - RA-40
LAND USE - AGRICULTURAL
±3.26 AC
SHERMAN RO
A
D
50' PUBLIC R
O
W
(
S
R
#
2
2
1
1
)DAYDREAM CROSSING50' PUBLIC ROWCHANNEL DRIVE
50' PUBLIC ROW
UNSUITABLE SOILS
UNSUITABLE SOILS
VICINITY MAP
SITE
N
SITE INFORMATION
CURRENT OWNER:LGI HOMES NC, LLC
C/O JOSH SPIEGEL
7201 CREEDMOOR ROAD
RALEIGH, NC 27612
PIN 0655-02-6490.000
PID 080655 0035
JURISDICTION: HARNETT COUNTY PLANNING
TOWNSHIP:HECTORS CREEK
COUNTY:HARNETT COUNTY
STATE: NORTH CAROLINA
FEMA FLOOD MAP:3720065500K & 3720064500J
FEMA FLOOD ZONE:X
RIVER BASIN:CAPE FEAR
WATERSHED:BUIES CREEK (WSIV HIGH QUALITY)
REFERENCES:DB 3635 / PG 0399
TOTAL PARCEL SIZE:±35.23 AC (±1,534,558 SF)
CURRENT USE:VACANT / UNDEVELOPED
PROPOSED USE:SINGLE FAMILY RESIDENTIAL SUBDIVISION
LAND USE CLASS:AGRICULTURAL & RURAL RESIDENTIAL
CURRENT ZONING: RA-40
REQUIRED
STRUCTURE SETBACKS
FRONT SETBACK:35'
SIDE SETBACK: 10'
CORNER SETBACK: 20'
REAR SETBACK: 25'
MIN. LOT WIDTH:100'
MIN. LOT SIZE:28,000 SF
MAX. DENSITY ALLOWED:2 UNITS / ACRE
PROPOSED DENSITY:1.14 UNITS / ACRE (39 UNITS TOTAL)
MAX. BUA ALLOWED:24% (368,294 SF)
PROPOSED BUA: 22,274 SF (1.45%) - SIDEWALKS
119,399 SF (7.78%) - ROADS
40 SF (0.00%) - SIGNS
141,673 SF (9.23%) - TOTAL
BUA REMAINING:14.77% (226,621 SF) (5,810 SF / LOT)
REQUIRED OPEN SPACE:10% (153,456 SF / 3.52 AC)
PROVIDED OPEN SPACE: 12.78% (196,172 SF / 4.50 AC)
AVERAGE LOT SIZE:28,760 SF / 0.66 AC
AREA OF NEW ROW:220,793 SF / 5.07 AC
LINEAR FOOTAGE OF NEW ROADS:SHERMAN ROAD 1,981'
DAYDREAM CROSSING 905'
CHANNEL DRIVE 1,573'
TOTAL: 4,459'
PROPOSED WATER SUPPLY:HARNETT COUNTY PUBLIC UTILITIES
PROPOSED SEWAGE TREATMENT: CONVENTIONAL SEPTIC SYSTEM
CONTACT INFORMATION
ENGINEER:C3 DESIGN & ENGINEERING, PLLC
CHAD E. ABBOTT, PE
2537 E LYON STATION ROAD, SUITE 201
PO BOX 0361
CREEDMOOR, NC 27522
(919) 625-7368
SURVEYOR:MAULDIN - WATKINS SURVEYING, P.A.
1301 BROAD STREET
PO BOX 444
FUQUAY-VARINA, NC 27526
(919) 552-9326
HASSIE KNOTT HEIRS
C/O DOUGLAS E KNOTT
PIN - 0655-21-8622.000
PID - 080655 0028
DB - 93E : 0340
ZONED - RA-40
LAND USE - AGRICULTURAL
±48.07 AC
TYP. LOT DIAGRAM/LAYOUT
→
TO PINEY GROVE
RAWLS ROAD
PAVEMENT
1/4" / FT 1/4" / FT
50' RIGHT OF WAY
22'-0"
8" ABC
2" SF 9.5B
ELECTRIC, CABLE, AND
TELEPHONE TO BE
LOCATED IN THE
SHOULDER
PUBLIC
WATER LINE
NATURAL
GAS LINE TO
BE LOCATED
IN THE
SHOULDER
3' MIN.
STREET LIGHT (TYP.)
DECIDUOUS STREET TREE
(TYP. 1/50LF BOTH SIDES)
(PER FINAL PLANTING PLAN)
MIN. 5' FROM ROW
MAX. 10' FROM ROW
MIN. 8' FROM STREET LIGHT
TYP. ROAD CROSS SECTION
CORNER LOT
28,000 SF MIN.
100' MIN. LOT WIDTH
35' MIN. FRONT SETBACK
20' MIN. CORNER SETBACK
25' MIN. REAR SETBACK
10' MIN. SIDE SETBACK
10'
MIN
100'
MIN.
STREET
35' MIN.
25' MIN.
20'
MIN
10'
MIN
100'
MIN.
STREET
35' MIN.
25' MIN.
10'
MIN
STREETSTANDARD LOT
28,000 SF MIN.
100' MIN. LOT WIDTH
35' MIN. FRONT SETBACK
25' MIN. REAR SETBACK
10' MIN. SIDE SETBACK
2% MAX.
11.5'
SHOULDER
2.5'
CURB & GUTTER
2:1 M
A
X
2:1 MA
X
2% MAX.
SIDEWALK
5'
3.5'
SHOULDER
2.5'
CURB & GUTTER
2:1 MA
X
2:1
M
A
X
HENRY D RAWLS
PIN - 0645-82-8633.000
PID - 080655 0034
DB - 323 : 0050
ZONED - RA-40
LAND USE - AGRICULTURAL
±253.70 AC
CONCRETE PAD W/ CURB RAMP FOR MAIL KIOSK
(REFER TO NCDOT DETAIL - FIGURE 3 - CBU
PLACEMENT FOR C&G SECTION RESIDENTIAL
SUBDIVISION STREETS CUL-DE-SAC)
NOTES & CONDITIONS OF APPROVAL:
1.THIS IS A PRELIMINARY PLAT, AND NOT TO BE USED TO TRANSFER PROPERTY.
2.ROAD NAMES TO BE APPROVED BY HARNETT COUNTY.
3.STREET LIGHTS SHALL BE IN INTERVALS OF NO MORE THAN 300'.
4.FIRE HYDRANTS SHALL BE SPACED AT A MAXIMUM OF 500' OF EACH OTHER.
5.EROSION & SEDIMENT CONTROL AND STORMWATER PERMIT WILL BE ACQUIRED AT
TIME OF CONSTRUCTION PLAN APPROVAL.
6.THERE SHALL BE NO UNPERMITTED DISTURBANCES WITHIN WETLAND AREAS.
7.WATER SERVICE SHALL NOT BE INTERRUPTED TO EXISTING CUSTOMERS.
8.TOPOGRAPHIC DATA SHOWN IS FROM HARNETT COUNTY GIS.
9.THE HOA SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE MAIL KIOSK UNIT
AND CONCRETE PAD.
10.A FOUNDATION SURVEY WILL BE REQUIRED FOR EACH LOT.
11.THIS SUBDIVISION WAS PLANNED USING THE COMPATIBILITY DESIGN CONCEPT.
12.THIS PROJECT LIES WITHIN THE WSIV HIGH QUALITY WATERS CLASS.
13.EACH LOT WILL HAVE A MAXIMUM ALLOWABLE IMPERVIOUS AREA (BUA) ALLOWED.
SEE SITE INFORMATION TABLE.
14.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
15.APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY OR
WASTEWATER CAPACITY. CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS
DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER
AND WASTEWATER SYSTEM TO MEET FUTURE WATER AND WASTEWATER DEMANDS
PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINAL PLAT
APPROVAL.
16.OPEN SPACE TO BE MAINTAINED BY HOA.
17.STREET TREES TO BE MAINTAINED BY HOA
18.FOLLOWING PRELIMINARY APPROVAL, CONSTRUCTION PLANS MUST BE SUBMITTED
TO HCDPU WITH REVIEW FEES PAID WITH APPLICATIONS COMPLETED PRIOR TO
REVIEW AND APPROVAL OF UTILITY EXTENSIONS.
19.SYSTEM DEVELOPMENT FEES MUST BE PAID IN ACCORDANCE WITH THE LATEST
WATER AND SEWER USE ORDINANCE.
20.THE ENGINEER OF RECORD MUST SUBMIT TO HCDPU ENGINEERED UTILITY
CONSTRUCTION PLANS, HYDRAULIC ANALYSIS, AND ASSOCIATED DOCUMENTS FOR
REVIEW AND APPROVAL PRIOR TO SUBMITTAL TO NCDEQ.
21.THE WATER AND SEWER UTILITIES MUST BE INSTALLED IN ACCORDANCE WITH
NCDEQ AND HCDPU STANDARDS AND SPECIFICATIONS.
22.THE ENGINEER OF RECORD MUST SUBMIT ALL REQUIRED ENGINEERING FINAL
DOCUMENTS TO HJCDPU FOR REVIEW PRIOR TO HCDPU APPROVAL OF THE WATER
AND SEWER EXTENSIONS IN ACCORDANCE WITH THE LATEST HARNETT COUNTY
WATER AND SEWER USE ORDINANCE.
23.THE PROPOSED WATER AND SEWER MAINS THAT WILL SERVE THE PROPOSED
SUBDIVISION MUST BE PERMITTED WITH NCDEQ, INSTALLED, INSPECTED, TESTED
AND APPROVED BY HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES (HCDPU)
AND NCDENR BEFORE THE DEVELOPER CAN RECORD THE FINAL PLAT.
24.THE FINAL PLAT AND THE AS-BUILT RECORD DRAWINGS LOCATION OF UTILITIES
SHOULD COINCIDE. THE AS-BUILT RECORD DRAWINGS AND PE CERTIFICATIONS
MUST BE SUBMITTED TO HCDPU FOR REVIEW BEFORE THE FINAL PLAT CAN BE
RECORDED.
25.THE DEVELOPER MUST PROVIDE HCDPU A COST STATEMENT INDICATING THE COST
TO INSTALL THE UTILITIES (MATERIALS AND LABOR) THAT WILL SERVE THE
SUBDIVISION.
26.THE DEVELOPER AND THE UTILITY CONTRACTOR MUST PROVIDE HCDPU WITH A ONE
(1) YEAR WARRANTY ON THE WATER AND SANITARY SEWER SYSTEM IMPROVEMENTS
INSTALLED TO SERVE THE LOTS IN THE PROPOSED SUBDIVISION.
27.PHASES OF THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE
EXISTING WATER AND/OR SEWER SYSTEM TO MEET FUTURE WATER AND SEWER
DEMANDS PRIOR TO PRELIMINARY AND/OR CONSTRUCTION PLAN APPROVAL.
28.IF GRAVITY SEWER IS MADE AVAILABLE THIS DEVELOPMENT MAY BE SUBJECT TO
SECTION 6 OF THE UDO DISTANCE SPECIFICATION TO CONNECT.
29.THE HOA WILL BE RESPONSIBLE FOR MAINTAINING THE SIDEWALK.
30.ALL SIDEWALKS SHALL MEET THE REQUIREMENTS OF THE "AMERICANS WITH
DISABILITIES ACT".
AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED
DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF
THE HARNETT COUNTY ORDINANCES.
___________________________________________________________________________________________________
OWNER SIGNATURE DATE
10' STREET
TREE
EASEMENT3'
10' STREET
TREE
EASEMENT
10' STREET TREE
EASEMENT (TYP.)
10' STREET TREE
EASEMENT (TYP.)
10' STREET TREE
EASEMENT (TYP.)
10' STREET TREE
EASEMENT (TYP.)
AREA OF SOILS WITH
24" OR MORE OF
PROVISIONALLY
SUITABLE MATERIAL
AREA OF SOILS WITH
24" OR MORE OF
PROVISIONALLY
SUITABLE MATERIAL
SIDE VARIES
STREET LIGHT (TYP.)
SHERMAN ROA
D
(
S
R
#
2
2
1
1
)DAYDREAMCROSSINGCHANNEL DRIVE
CONTRACTOR SHALL PLACE ADDRESS SIGN
(43 HICKS LANE) AT ROAD/DRIVEWAY
CONNECTION TO MAINTAIN ACCESS & DIRECT
EMERGENCY RESPONSE TO EXISTING RESIDENCE
TIE TO
EXIST. EOP
SOILS LEGEND
AREAS CONTAIN SOILS WITH 30 INCHES OR MORE OF
USABLE MATERIAL AND HAVE POTENTIAL FOR
CONVENTIONAL, MODIFIED CONVENTIONAL, LPP OR
ULTRA-SHALLOW CONVENTIONAL SEPTIC SYSTEMS.
THERE MAY BE INCLUSION OF SOILS 24 - 29 INCHES TO A
RESTRICTIVE HORIZON THAT WILL HAVE POTENTIAL FOR
LPP SEPTIC SYSTEMS.
AREAS OF SOILS WITH 24 INCHES OR MORE OF
PROVISIONALLY SUITABLE MATERIAL WITH POTENTIAL
FOR LPP AND ULTRA-SHALLOW CONVENTIONAL TYPE
SEPTIC SYSTEMS.
AREAS OF UNSUITABLE SOILS
180.00'
EXISTI
N
G
P
O
W
E
R
EASM
E
N
T
5' WATER LINE
EASEMENT (TYP.)
5' WATER LINE
EASEMENT (TYP.)
5' WATER LINE
EASEMENT (TYP.)
5' WATER LINE
EASEMENT (TYP.)
5' WATER LINE
EASEMENT (TYP.)
10' STREET TREE
EASEMENT (TYP.)
(SR#2211)
(
S
R#
2
2
1
2
)
(
SR#
14
1
4
)
(SR#1415)J:\DD-PROJECTS\2018\18-034\CIVIL\Current Drawings\18-034_S.dwg, 10/30/2019 12:36:13 PM, kelly, DWG To PDF.pc3, 1:1