SW4231202_Plansheet - Proposed Conditions/Site Plan_20231229

70' R/W SP�Ee�
WETLAND NOTE:
16.5,
1s.5' ALL OF THE NECESSARY APPROVALS HAVE BEEN / WILL BE
5.5' S' 6' 36' F-F s' 5' 5.5' OBTAINED FROM THE STATE AND CORPS FOR ANY STREAM '
21- MAX s" 2 16' 16, 2' s„ 2% MAX CROSSINGS / WETLAND DISTURBANCE. s EXIT 180
SITE COORDINATES PERMANENT W
�� �. WETLAND IMPACT#1
5' SIDEWALK 2.OBq o 208� 41' �� LAT: 36.000474 = 1,800SF
' o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 of:f 5' SIDEWALK �C
3" ABC STONE 2.50" S9.5B LONG: -80.444186 c�
UNDER CURB 8" ABC 3" ABC STONE WEBB WY <
2'-6" CURB & GUTTER 2'-6" CURB & GUTTER �� w
NCDOT STD#846.01 NCDOT STD#846.01 UNDER CURB SMITH CREEK k BERMUDA RUN
COUNTRY CLUB
PUBLIC STREET CROSS SECTION DETAIL Rp e��ser
ASTRAL AVENUE slrE
NTs PERMANENT STREAM HILLSDALE W o
IMPACT#1 t� V A EX. WETLANDS BINGHAM n IVERVIEW
= 256 SF PERMANENT - _ v Y AND STREAM o rowNHousE
_� 158STREAM IMPACT n a
40' PRIVATE R/W / _ k - �Sa BINGHAM AND �a
�Y PARKS RD o
BERMUDA RUN
5' 27' BC-BC 6.5' \ - - - \y - - � "
SIDEWALK 13.5' 13.5' / - �� - _ - - - - - - VICINITY �I/�AP
1.5'
3.0" ASPHALT
2� SLOPE � NOTE: � � -� y� - � r � _ � - - -
1/4" PER FOOT 1/4" PER FOOT 2% SLOPE / -200� N
THE EXISTING STREAM SHOWN HERE �.�. \ y 2 \ /
/ �2 \ \
EX. WETLANDS • • SITE DATA-
THE
AND STREAM
_ _ � � - PARCEL NUMBER: D70000021101
ADJACENT TO US HWY 158 IS NOT = � _ -,� _ _ _
1.0" S9.5B 24" VALLEY a - -
2.0" S9.5B CURB & GUTTER INDICATED AS A BLUE-LINE STREAM a�� y_/� - i / R - __ �\ \ D 7 0 0 0 0 0 2110 2
7.0" ABC UN 3" ABC //� 6j D700000201
UNDER CURB ON ANY OFFICIAL USGS MAPS. °- - ' - z - _ ! o wv�
PRIVATE STREET CROSS SECTION DETAIL / / �' a��Aso _ w _ /� �,
�� � � �� ���� � � � NCPIN NUMBER: 5872313806
ASHFORD TRACE, LEMMONGRASS LANE, & SANDSPUR STREET ,�i /� o �, ' _ _ / _ ! srRE 5872218873
l BUFFED � +�
NTS � �� / - � ^� �Cl / R � '�!o
5872302996
�o DEED REFERENCE: DB 134 PC 769
DB 192 PG 531
DB 529 PG 939
c,6� LONG: - 80. 4440°
LAT: 36. 0006 ,
TOTAL ACREAGE= ± 53. 64 ACRES
FF5 F 7�����
PHASE 1 ACREAGE= 23. 52 AC.
PHASE 2 ACREAGE= 30. 12 AC.
vQ AD �/ � / - - � EXISTING ZONING: BERMUDA RUN VM
G� �° EXISTING LAND USE: VACANT
��� u'AN PROPOSED USE: MULTI - FAMILY RESIDENTIAL
, - - - -
f God' / � \ I v v �; �,CP
PROPOSED NUMBER OF LOTS: 213
d F iOTAi-s 3.3 198�80 v �� �� - /� _ PHASE 1 # OF UNITS= 73 UNITS
FF 105. 1 S.SP' I \ ��� � � � � � � � / ,. _ � � ��0' / on � -
/ / v v z/ �x PHASE 2 # OF UNITS= 140 UNITS
/�
I PROPOSED DENSITY. 3. 97 UNITS/ACRE
LF OF STREET: 7, 443 LF
O \
AREA IN RIGHT- OF- WAY. ± 7. 68 AC
/ 151
_ - - v AREA IN LOTS: ± 12. 21 AC
Ul
AREA IN COMMON ELEMENTS: ± 33. 75 AC
�� STREETS: PRIVATE
TEMPORARY o \ /j/ /� O v _ / v O/ / v WATER: PUBLIC
WETLAND IMPACT#1 I /// ���+ / )z) V - V A / V \ \
= 114sF I ���l �� ° �a 3 / : j s �� v v` v v v v _ � � v � I SEWER: PUBLIC
ASHFORD TRACE
\VA( l l '/ 1, EXISTING T i Q - - / Q 1 AS{�
OG WETLANDS \ / O z'0 - C' lz
�RD) T
- � Ac
CO
U
\ \ r'v A E V A STREAM
-O Ali Q�/ a Qom. - - - _ _ _ _ v �\
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Co
EXISTING A STREAM\_ /
G m / �`\3 V A \ - A _ WETLANDS - - /
� � � � �/� PHASE
/ � A �A �� � \ � �� � BUFFER
ASE1 v III A� v v - - - - ' � � � ��� � - - \ SE1
N � PHA
43 t�2
\ -
S�2 Q Fq A \ - - - EAR
ti / ��� F� EXISTING ( O / 7 III _ST� 6
(� \Vy��v � �s��� F�, i WETLANDS _�T ��I BU _M - - - - sT�? R _ _ �� L18 L17 PHASE2/
R€ �40 VTR FR BUF�� _ -
j \ I O _q1q "� E� � \ - - i ISTREA�
�'� / / FF5 \ BUFFFR�' L39 �3 � �- P� _ - - - o Ex. STR L �� 9- --
/ �� / \ / - - -- = , `SSE y _ �42
ys� ( i - � _ ��� i1. 1 � � /
-� � �s� \ �o' �.� �/ / / � __ � III � - v - / /
, � -,,.: � Itl� rp� E.� � _ 2 ��� _ -� mil- - � / , GRAPHIC SCALE
�- ST 2 0 / L26�j p ��� / / / 70 0 35 70 140 280
\ �� RF4 �3� �_ L28 / L27 / -
\ �- Ski - �os� / v°>> �o \� �i III ► - E
/ _ �� - _ - - - - / / IN FEET
� a i A \ � / � 1 inch = '70 ft.
PHASE 1 - F � �- / PHASE 1 / / i 1 V A / �� / i �o� ��7 / �� - 1 _ v I�7� �I / II I"'� - -- y / PROJECTTHE TOWNES AT BERMUDA RUN
PHASE 2 \ L50 PHASE 2 / / / / \ / / // / / �� \ ��o) iV A .-% �,� l _ ► I . _ __ _ A \ I /
�, �\ PHASE 1
1 / DAVIE COUNTY FARMINGTON TOWNSHIP
/ / ` �� i - - - - 1 BERMUDA RUN,NORTH CAROLINA
/j / � / � � l � / � % � i � -_� __� � �► / ► � � A � OWNER/DEVELOPER:
HENSON REALTY,LLC
/ �/ / / / A \ y 'i � � '� �v0\ - - ► ► �� / \
LINE TABLE LINE TABLE LINE TABLE CURVE TABLE 249 DEARDOM WAY
F I I r \ CHAPEL HILL NC 27516
/ i / _ _ I- �► 1 \ LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION CURVE # LENGTH RADIUS 3367079799
--EXISTING V �6/ /j% � ��iWETLANDS ' �� � v \.\ \ \
J� A \ \ � /�
�' I �� �► ; L-1 52.70' N00'S4'35"E L17 48.00' S36'15'18"W L33 62.71' S55°44'32"W Cl 15.10' 2,392.07'
, A )) �� ► '� \ :�► / L-2 15.06' N00'54'35"E L18 20.12' S29'28'40"W L34 6.05' S44°39'46"W C2 234.74' 2,392.07' ♦ VA
\ 9Sl l i
p EXISTING �� \ \ /� ., / j �� FUTURE ',-, \► \. L-3 11.23' N65'51'57"W L19 42.67' S19'35'26"W L36 70.00' S42-53'21"W C3 107.33' 965.00' �an"s FESS/
M ��\ \ A /'a o A
�`-� �' `�� WETLANDS � \ ( ) l / / � �j i ,' \ � �� \ ► \ V\ \0 1 \ � ,_ A o\ \.�
�%/ ► \ �V ► A, �G� O V A L-4 56.21' N51'39'13"W L20 28.20' S28'17'15"W L38 20.86' S18'43'54°W C4 98.68' 1035.00' � �����'�� � Inc.
i \�\\� �.
T \ / 9 \ \� \� \ \ \ \ `\ \ L-5 51.97' N28'02'52"W L21 20.78' S30°57'45"W L39 54.39' S45°13'22"W -Since 1974
/ \�) � / >>/\ - ( \\\ \V A., A 035014 1
► V'PHASE \� 1 A'. L-6 24.19' N52°02'46"W L22 24.33' S31°54'41"W L40 50.95' S53'17'02°W Ecngicneers Surv�yoas PIlananaers
/ 1 �\ v \�- s\ I, ♦� � I I-I�-Z3 I�♦
'�_ - ,\ �' \,..i 4609 Dund-Drive G,een born,NC 29499 ♦ I�
�� i / \1. 1 �' _ � \ i L-7 77.43' N30'40'S8"W L23 47.94' S24'20'22"W L41 23.73' S80'42'07"W Phone[phone] Fax ♦� ��F// �I���
FIRM LICENSE#C-0168
L-8 39.15' N24'26'28"W L24 46.04' S23'35'11"W L42 56.31' S44"29'15"W �jf�
PROJECT 763-30 DESIGN BY: DF DRAWN BY: DF
AFC •
L-9 58.42' N1T4634"W L25 5.77' S1T17'38"W L43 58.94' S29'58'38"W
SQ ,�) H:\CIAl 30 2019 P,jacte\Paul Nilcm\Bermutla Run\Orawinya\Phase 1\8ermutla Run C...-el..Plane 3.0-Wctenh.d.d.,
O shy S �\ / / / f /� ,- / ,.,.� ��� _ - \� . L-10 28.51' N09'4350'W L26 20.30' S31'08'43"W L44 63.85' S08'59'25"W SHEET DESCRIPTION:
`10 moo) \ ��� \ /
�a��F�y �� / / / / /� �/ �� x / / �\ / �� �sO)) 1N� �� i y �� i � - V L-11 26.75' N09'43'50"W L27 48.89' S31'45'03"W L45 72.15' S10-08'20"W PHASE 1 OVERALL
V / �� � \� \i �� '� \ \
/ A / / \ V L-12 55.27' N28 29 15'W L28 48.39' S34 01'32"W L46 70.53' S 18 57'00"W SITE PLAN
y /0\ V L-13 72.41' N09'06'44"W L29 27.72' S20'31'35"W L47 58.25' S10°l1'42"W SCALE: 1"= 70' DATE: NOVEMBER 17, 2023
A .�\ L14 36.43' S1T49'03"W L30 10.06' S34'45'S8"W L48 62.97' S02'56'51"E REVISIONS: SHEET NO.:O
�� // / ���` ��_" �� \ L15 30.59' S29°02'48"W L31 54.15' S33'10'57"W L49 27.97' S31°31'23"W
� � �o) X \0\oA \
��� �\ �A L16 45.31' S31-19'50"W L32 55.87' S63'41'00"W L50 780.93' S37-37'10W ��'
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