SWA000119_Plansheet C1.0-3 - Proposed Site Plan_20220201

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SITE DATA
OWNER CLYDE PATTERSON
4271 LEAFLET CHURCH ROAD
BROADWAY NC 27505
DEVELOPER R&R DEVELOPMENT GROUP OF NC,LLC
1611 JONES FRANKLIN ROAD, STE 101
RALEIGH, NC 27606
PIN 0630-23-0332
DEED BOOK/PAGE/MAP 1420 614 2006-1026
ZONING RA-30
MIN. LOT SIZE 25,000 SF
LAND USE RESIDENTIAL A ^ ^
LAND USE CLASSIFICATION AGRICULTURAL
SITE AREA 213.30 ACRES
TOTAL DISTURBED AREA 30.83 ACRES
PROPOSED DENSITY 173 SINGLE-FAMILY RESIDENTIAL LOTS I I
SETBACKS FRONT: 35'
SIDE: 10'
REAR: 25'
CORNER: 20'
WATERSHED PROTECTION NONE , I `♦
JOHNNY LINWOOD HOLLAND - i I / -
RIVER BASIN CAPE FEAR RIVER P.I.N. 0630-33-4196.000
PROPOSED:2,214,604
IMPERVIOUS AREA EXISTING: : 221,4, 0604 SF (23.8%) I DEED BOOK 2433, PAGE 915
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I I 1 - - THOMAS MANu,,-
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DARIN LOFTON BIBBENS &
CARINA JANE BIBBENS
P.I.N. 0630-30-2987.000
DEED BOOK 2122, PAGE 525
MAP#2004-1172
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J. D. BYRD & JEAN W. BYRD I
P.I.N. 0539-29-4839.000
DEED BOOK 448, PAGE 148
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/ O N 1 l J P.I.N. 0630-10-9223.000 1 111
DEED BOOK 793, PAGE 535 1 1 1 1
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I . � v- JOSHUA E. BRITTON & JOSHUA E. BRII ION & P.I.N. 0630-03-9365.000
II MAX MCCAULEY, SR. TERESA ANN BRITTON I TERESA ANN BRITTON JOY S. BREWER DEED BOOK 3777, PAGE 768
III► II P.I.N. 0630-04-5880.000 P.I.N. 0630- 04-6333.000 IP.I.N. 0630-03-7814.000 I P.I.N. 0630-03-9365.000 MAP#
98-307PAMELA S. BROWN DEED E904 DEED BGE 124 DEED B6�7GE 343 DEED BOOK 3777, PAGE 768
P.I.N. 0630-05-8478.000 MAP 2002-1009MAP 217-57MAP 20- MAP#98-307
DEED BOOK 2462, PAGE 322 I
1j MAP#2-331
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I
50'
RIGHT OF WAY
I
6' 20'
SHOULDER PAVEIMENT
0.02 I
0.08 �.,� I,a,
0.02
2" S-9.5 B Superpave Asphalt Mix
9" STBC, Type A or
1-1/2" S-9.5 B Superpave Asphalt Mix
8" ABC, Type B
6' 5'
SHOULDER DITCH
0.08 DI TCH
3'1 tit
�0.5'
RESIDENTIAL LOCAL ROAD
CROSS SECTION DETAIL
WITH 50' R�W
NTS
NOTE: SHOULDER WIDTH BETWEEN 4' AND 6' SHALL BE APPROVED
BY THE DISTRICT ENGINEER CONSIDERING ADJACENT LAND
CHARACTERISTICS.
*SUBJECT TO STANDARDS OUTLINED ON PAGE 46 OF THE
NC SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS AND ENGINEERED FIELD SOILS TESTS.
n nn
JIUV VI\ /-\UV
8'
SHOULDER
0 02
I
50'
RIGHT OF WAY
1
20'
PAVEIMENT
I
v
2" S-9.5 B Superpave Asphalt Mix
9" STBC, Type A or
1-1/2" S-9.5 B Superpave Asphalt Mix
8" ABC, Type B
RESIDENTIAL COLLECTOR ROAD
CROSS SECTION DETAIL
WITH 50' RZW
NTS
6' 6'
SHOULDER DITCH
0.08 DI TCH
NOTE: SHOULDER WIDTH BETWEEN 4' AND 6' SHALL BE APPROVED
BY THE DISTRICT ENGINEER CONSIDERING ADJACENT LAND
CHARACTERISTICS.
*SUBJECT TO STANDARDS OUTLINED ON PAGE 46 OF THE
NC SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS AND ENGINEERED FIELD SOILS TESTS.
�0.5'
n ",I -
PROPERTY LINE TABLE
LINE
BEARING
DISTANCE
L-I
5 84° 3g' 10" E
277.56'
L-2
5 84° 42' 2q" E
31q.26'
L-3
5 84° 42' OS" E
306.36
L-4
5 84° 3g' 55" E
275.46
L-5
5 85° 26 11" E
26.03'
L-6
5 7q° 37' 44" E
12q.56'
L-7
5 85° 33' 21" E
55.68'
L-8
5 88° 44' 55" E
12.71'
L-q
N 01" 28' 41" E
13.00'
L-10
5 88° 44' 55" E
85.42'
L-11
5 88° 44' 55" E
47.30'
L-12
N 86° 51' 35" E
151.27'
L-13
N 85° 0622" E
42.58'
L-14
5 560 37' IS" E
64.05'
L-15
5 14" 31' 30" W
105.10'
L-I6
5 500 41' 15" E
163A7'
L-17
j 5 250 31' 34" V4
187.74'
L-15
5 4g" 31' 22" E
56.54'
L-Ig
5 4g0 24' 58" W
g4.81'
L-20
5 530 48' 52" 1N
63.57'
L-21
j 5 5q° 23' 30" W
57.52'
L-22
5 66" 12' 21" W
64.72'
L-23
5 72° 05' 30" W
56.84'
L-24
5 760 I6' Oq" W
50.20'
L-25
5 7q° 5237" W
16616'
\ 11
\ 11
111
JACK M. HALL & EMILY C. HALL 1 1
P.I.N. 0630-10-1224.000 \ 1
' DEED BOOK 3636, PAGE 336
SITE NOTES
1. BOUNDARY SURVEY PERFORMED BY ENOCH ENGINEERS, PA DATED 4-5-2021.
2. PRELIMINARY WETLANDS EVALUATION WAS PERFORMED BY WETLAND SOLUTIONS, LLC.
3. PROPOSED LOTS - 173 SINGLE FAMILY LOTS.
4. THE SITE LIES WITHIN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN)
PER FEMA MAP 3720026000J EFFECTIVE JANUARY 5, 2006.
5. ALL FACILITIES TO MEET HARNETT COUNTY ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS.
6. NO CHURCHES, SCHOOLS OR COMMERCIAL USE AREAS PROPOSED ON THIS SITE.
7. ALL OPEN SPACE AREAS WILL BE MAINTAINED BY THE HOA.
to
200 0 200
SCALE 1 " = 200'
400 600

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(APPROX. LOCATION)
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— __
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167 Ci I I6 I i g Ibg I, r /7 /
1F'511 70 / / / O I Lj
PR. 20.0' DRAINAGE I ' 1 I I I I I I I I I / L _ _ _ - — _ _- - - - J L
EASEMENT (Tt'P.) 164 � I i - - — - J I L - - - -J I I I ' I III I / ' .Z - - - - --32G.05 _
/ \ , L - _ _ Ib x20 MAIL J - _ 25'x25' SIGHT q'b\
i PR. 20 PAVING ' KIOSK (TYP.)
163 ` A (Tyr) DISTANGE (TYP)
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7.73 100.00' � 100.0 - - �
100.00 - 65.00' 35.Og I / R• \ �� � _ I L —
D� 68.0 f'-120.53' 120.53' - /14.bg �a 8 - - — - — _ - - - - - - - -I
�,�_-100.53' 66.14_35.06' / ♦ R - --30G.�2'- _ --- —I
lo'x2O' 61J�- - 157.03
r _ _ _ ' SHELTER (TfP)-
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I I / \s�� I '� I I u� I I I I I I N �1--------- -_— J I
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3.30'� I 1 I \`� ' g1.1s - ---q4.7�' - - 120.53' 120.53' L 75.40 ' --im ► Io 0 g
101.14' I
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250-0 i I �/ Q� % / i - - - 250-G0- - -
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OPEN SPACE
o I4o I 2.5g AG �ry I 1 r- - - - 290-ooI-—
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= L�— L- — - - 256.00_-_ _ _J - 1 I o L _
PR. 20.0' DRAINAGE I 1 _ r I - / I r - - - - J
EASEMENT (TYP) I I 156 I I ' I o ► I � �p / �`0� o� / / I r - 250-GO- - - -
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1 ► 142 �' � ,- , ' \ice.; \ - � i I 112 I O 1
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DISTANGE (TYP.) - -3� N � I I I PR. 20.0' DRAINAGE
o- - — - — - - - I \ - I I L _ _ I I EASEMENT (TYP)
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MATGHLINE (SEE SHEET 4)
100 0 100 200
SCALE 1 " = 100'
300

MATGHL I NE (SEE SHEET 5)
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PHASE LINE �.�-I-(p.)
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m _ yL / 8�.60' 22.89
15.71''9 5.71' 162.4a
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_ _ _ _ _ _ _ _ _ _ _ \ _ _ _ _ - - - - - \\ EASEMENT (TYP)
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D15TANGE EASEMENT
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100 0 100
SCALE 1 " = 100'
200 300