SW6210906_Plansheet C3.1 - Proposed Drainage Area_20220624

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N 439, 740.144
MYRA ROAD oo E t 9(ID N .9
85/I�I
Q INC GRID NAD 83 I 111 u> I
LEGEND: ECM \\ \
Y E MZ ECM —EXISTING CONCRETE MONUMENT PP• UTILITY POLE \ ` �\ 'o °O \
O EIP EXISTING IRON PIPE C GUY WIRE CCNNNN � \ I \\\�� 1 2 /' \ ECM C
O EIR 167 165 762 1601S / / „ � 'i� .1' .1 \ \
OO EIR—EXISTING IRON ROD ❑■ WATER METER s \� % / /pr,
\�..._... ERB %y� _
EPK0 EPK—EXISTING PK NAIL ASPHALT I �� \— _ _� 'Y' )/ pi
ERB \ I 1 \ �— \ / -L \ \ \ \ '% _
O ERB—EXISTING REBAR CONCRETE \ l ` \ �\ CCC h �o \ -10 \ —
sRBO SRB—SET REBAR WETLANDS / I I\ ' Sa \ \ \ \ \ \ \�ao, \\ \
o COMPUTED POINT BUILDINGS O \ eo \ \ \ 'oo\ \ \ \ c
N/F — NOW OR FORMERLY �� , �1 UNSUITABLE SOILS EIP\3O
R W — RIGHT OF WAY 210 MAJOR CONTOUR , I \ 1 \ ` \ \ \` \ \ \ —
PROPERTY LINE — 207 —MINOR CONTOUR , � \ 16 d 15 \\ °£\ \ \ �� � � SOS
— — ADJACENT PROPERTY LINE I oc I oc— LIMITS OF CONSTRUCTION o \110o yF �'\ \ c, 0�/0
RIGHT—OF—WAY — SF — SF SILT FENCE LINE �\ O �cn
—� v
/ —SETBACK LINE — JN dN —JUTE NETTING \
OVERHEAD UTILITY — DIV DIV — DIVERSION BERM Vol
/ \ \ \ \ \ \ \
NORTH WETLANDS OINLET PROTECTION.0 0' \\ k\ o%
X FENCE LINE
TREE LINE , \ \\ \ `'°f , \ \ \�° c
VICINITY MAP
NOT TO SCALE I FES-4Co
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GROUND STABILIZATION CHART
I
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7—DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
CI-3 z
pp
\
1" EIP � � �
(PINCHED) \ 1 1\ \\
1 /2„ FW -- FW —
111 \ ERB FW FW FW
ml 18 .• � \ 'ems � � \\\ � � \� \ �� \\ \\ � �\.
DITCH #4
DRAINAGE AREA \ /—\� . \ 12
III 49,007 SIF /�. \ 16g16S\ (PINCHIED) , \ I I(1.1 ) (PINCHED) AC
1 RB oo \ 100 _
FES-2 1a� ..._..._.
CI-g ONSITE DRIVE �� "�CI
FES— F
50' R W PUBLIC o -�
o / ( )
11 \ \
O �� 1/2" \ \ `' ERB DITCH #5EIP
DRAINAGE AREA
o� l
80�324 F0 DITCH #20000
"� O (184 AC)
DRAINAGE AREALrl
J i 152,102 SF II^c0
(3.49 AC) \ \
II D
00
/ W D I 00 I I Co
tIP ERB0000
TBM
4D DISK #1
E 1,980,299.512 ' \ \ 000, ! I i I / � �
ELEV 189.00 / '
NC GRID NAD 83
NAVD1188
\
1/2', ERB �
1 (BENT) � � WOMEN � � � � �0 1,2„ � I � \
\ I I ERB I I
♦ DITCH #1
♦ 41 DR IN AREA
797 A
♦ (3.14 AC)
♦ -' •� III /// � \�� �—
J I _z Z\ �1111
1 1 2" ERB
(BENT) 1ERB
/2
CI 7
\ f IiI o
----------�--- I \I \ 1
1 2
ERB
♦ 7 \ \ 66 CI-7
% (DOUBLE) / l
1 ` O / ES-8
1
EIP
nowooko
CID
GRAPHIC SCALE
N 438,734.070 cn
E 1,980,645.890 / /
\ NC GRID NAD 83 / J I ^^ J / / / / ( I I f / I \ \ 50 0 25 50 100 200
\ (2011) ECM
Know what's below. \ \ f I I I ( \ ( IN FEET )
Call before you dig. \ \ i / J ) \ inch = 50 ft.
1/2„
\ ERB
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
I
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
REVISIONS
PROJECT NAME
BROOKE
VALLEY
SUBDIVISION
DRAINAGE
AREA MAP
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1781
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
JUNE 24, 2022
SHEET NUMBER