SW4231202_Plansheet - Grading/Drainage Plan_20231229 (2)

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3 EXIT 180
SHADED AREA REPRESENTS
THE TOTAL DRAINAGE
BASIN TO WET DETENTION WEBB WY
POND #2 = 6.33 AC. CREEK F� BERMUDA RUN
SMITH �r 14N, COUNTRY CLUB
RD elL er
SITE
HILLSDALE W
BINGHAM n IVERVIEW
o a TOWNHOUSE
0
/ \5g BINGHAM AN a
NAY PARKS RD 0 n
m BERMUDA RUN
VICINITY MAP
1 "=2000' N
-� -
\ — 762 760
766 — 764 i U_
SHADED AREA REPRESENTS - - 6`4 ' �� ,
THE TOTAL DRAINAGE PROPOSED ON-SITE BUA TO BE _
TREATED IN WET DETENTION POND #2
BASIN TO WET DETENTION - ��r - - - - -
_ (STREETS, SIDEWALKS, TOWNHOMES, � , / , c'z � cP � � � � ��
POND #2 6.33 AC. DRIVEWAYS ETC.)
ON-SITE BUA = 3.19 AC. / / 1-6 - - ► - - -
a
00
F5 FFS V �� jjj
o °) 4 co i
FF F_F v v ♦ _
� �3 740 742 744 7�6 8 75 \ V CO `�
�' CO
T 730 728-� 738 754 \ V n
732/ ��
v41b
0 \ —
I A
ro
ON
766
STORMWATER RUNOFF FROM THE ENTIRE WET
�� \\
24'RAP \ \
\ 1 \ � v DETENTION POND'S DRAINAGE BASIN WILL BE
\\ to �� 2a° - - _ — / � � 0
CONVEYED TO THE WET DETENTION POND VIA A
4 o v NETWORK OF STORM SEWER PIPES THAT WILL BE
1 -
18"
DESIGNED AND INSTALLED PER THE TOWN OF
ro 24' �A C!p >6'0 � � �� c � �Z� BERMUDA RUN STANDARDS AND SPECIFICATIONS.
THE STORM PIPE NETWORK WILL ENTER THE POND
CO
AT AN ELEVATION EQUAL TO THE PERMANENT
il Fi
POOL ELEVATION.
ALL OF THE NECESSARY APPROVALS HAVE BEEN WILL BE
SITE DATA: �
7_U NUMBER: OBTAINED FROM THE STATE AND CORPS FOR ANY STREAM
PARCEL NU D70000021101
— / CROSSINGS WETLAND DISTURBANCE.
N w i �, - D 70000021102
v 00 N i - D700000201
s _ NCPIN NUMBER. 5872313806
- - - /
75872302996
36 738 740 _ �`� -� 5872218873 GRAPHIC SCALE
742
742 744 746 748 ' — _ — / / ' 40 0 20 as so 1so
` DEED REFERENCE: DB 134 PG 769
���r ■ ■ ■��44 DB 192 PC 531
v #2 �� - _ - ,� �6' U 9 v DB 529 PC 939 ( IN FEET )
1 inch = 40 ft.
L-AT: 36. 0006', LONG- - 80. 4440'
PROJECT TOTAL A G R E A G E_ ± 5 3. 6 4 ACRES
R E S THE TOWNES AT BERMUDA RUN
.` �? PHASE 1 ACREAGE= 23. 52 AC PHASE
R
CP
DAVIE COUNTY FARMINGTON TOWNSHIP
PHASE 2 A C R E A G E= 30. 12 AC. BERMUDA RUN,NORTH CAROLINA
OWNER/DEVELOPER:
HENSON REALTY,LLC
�� i� �� - - - _ EXISTING ZONING: BERMUDA RUN VM 249 DEARDOM WAY
FF ` � � 516
EXISTING LAND USE: VACANT CHAPELHILL,N
336-707-9799 �i PROPOSED USE: MULTI - FAMILY RESIDENTIAL •'
v C a ••
SHADED AREA REPRESENTS PROPOSED NUMBER OF LOTS: 213 _ + vans R�� �;
EXISTING \ \ i THE TOTAL DRAINAGE ALLOCATION CHART FOR WET DETENTION POND #2 POND #2 WATERSHED DATA: PHASE 1 # OF UNITS= 73 UNITS ineerin Inc A
WETLANDS \
TOTAL DRAINAGE AREA TO POND 2: ±6.33 ACRES PHASE 2 # OF UNITS= 1 40 UNITS Since>97� 9
\ \1 BASIN TO WET DETENTION ON—SITE DRAINAGE AREA TO POND #2 6.27 ACRES I Engineers Surveyors Planners 1 035014
POND #2 = 6.33 AC. OFF—SITE DRAINAGE AREA TO POND #2 0.06 ACRES ♦n 1 1-17-23 ♦U
# PROP BUA TO POND 2 => PROPOSED DENSITY: 3. 97 UNITS/ACRE 46®9 3368s4-88 cP«Fax33,NC-8871 `� � '�•
Phone 336.85�-88'�'� Fax 336.8�4.88'�6 � � 1 N��
TOTAL DRAINAGE AREA TO POND 2 6.33 ACRES N E ti
STREETS = 1 .02 AC. FIRM LICENSE#C,0168 +� �
KIOSK = 0.15 AC. LF OF STREET: ± 7, 443 LF PROJECT. 763-30 DESIGN BY: Y: DF E DF DRAWN B ''jig' �� •
ON—SITE BUA TO POND #2 3.19 ACRES SIDEWALKS/MAIL u ao zciq rr.i..r.\ru"i r.�i,m\q.rm�aq i�e.rm"a.x R".�or,w�oq.�aha.. ""ccos x�cricn N...3.0-Wa ters hatl.dwq
OFF—SITE BUA TO POND #2 0.00 ACRES TOWNHOME UNITS/DRIVEWAYS = 2.02 AC. AREA IN RIGHT- OF- WAY: ± 7. 68 AG H:�ci�
SHEET DESCRIPTION:
TOTAL BUA TO POND #2 3.19 ACRES TOTAL BUA TO POND #2 = 3.19 AC. AREA IN LOTS- ± 12. 21 AC WET DETENTION POND #2 MAXIMUM BUA TO WET DETENTION POND #2 3.19 ACRES (50.39%) %BUA TO POND #2: 50.39 % AREA IN COMMON ELEMENTS: ± 33. 75 AG WATERSHED PLAN
STREETS- PRIVATE SCALE: 1"= 40' DATE: NOVEMBER 17, 2023
REVISIONS: SHEET NO.:
WATER: PUBLIC C6. 1
SEWER: PUBLIC