SW6220602_Plansheet (C-3.2) - Grading_Drainage Plan_20220810

136.15 �\
135.08
H
II I 135.08
135.26
U1 n 135.21
CO
o
c ` 27 C
TEMPORARY / 1
♦ ` DIVERSION BERMTO
`/ / WITHIN 7 DAYSS U ��
♦ \ J (TYP) �P M
I \1/ /
N/F \ ��, o
SIDS MILL PROPERTIES, LLC
TRACT 1 OF i 26
DB 10080, PG 367
4 0
O
g ►_ az
< a 0
EIP ■ O Z U
O ca
C
\ II
O 1 �
/ U 1 0
/ J
/ DITCH #19
\ TO BE SEEDED
1" EIP o WITHIN 7 DAYS
\ / (PINCHED) I I
\ / l
�- LOC / I
OC,
i
` 37
_\ U 135.04 / �\
M
l J
■ • v � � I 134.17� 134.25• O �� ^ � � C> �
• ) < 1 \ % ✓
134.30 134.26
30 ■ • , \
34 _1 1134.34g 134.32
Ix
■ • 134.41 / 134.38 DITCH #24 l
■ TO BE SEEDED ` 135
WITHIN 7 DAYS
DITCF
■ ♦ \ N w o `pro /� 38 ] TO BE RE
1 WITH NAGS
X■ `L `1' 1^ `<< \ ^ STAPLE
o \� ` C
) � � \ � � � `��O TEMPORARY INLET `C/ L /
L O
\ DITCH #23 T� G < PROTECTION L
TO BE SEEDED 03 to
� L - WITHIN 7 DAYS, \ n 00 \ (TYP) O�
r-
0
135.31 I I
,0
1 0
� 1 I
-M rl
M 0
c�
II
r
0
c�
�l
r
O
0
r
O
n
DITCH #20
TO BE SEEDED
-WITHIN 7 DAYS
ONS
�\
O
C0
r NC GRID NAD 83 (2011)
s --
�b
1 /2"
ERB
\ \
i
>
20' DRAINAGE
JEASEMENT/
-
9
40
DITCH #27
TO BE
WITH NAGREINFORCED S75 MATTING
STAPLE PATTERN D
C/
#25
NFORCED
A
LIMITS OF CONSTRUCTION
12.3 AC
DITCH #26
TO BE SEEDED
WITHIN 7 DAYS
/ DITCH #28
I TO BE SEEDED
INV: 131.80 WITHIN 7 DAYS
75 MATTING
0
%TTERN D
-- LOC
LOC
OC LOC LO
-
LOC LOC LOC LOC LOC
135
PERCHERON PATH c
50' R/W - PUBLIC STREET
134
--------------
PIPE 4
-49.00 LF ® 0.51%
24" CLASS V RCP
11 - 133
RB N F I < w 135 v0 v i ^irk \� ' - �- SF SF SF
01 001 OOl - - - 00 00 nn
I 009- -S1= �F �F-
/ / 24 0 ■ , INV: 131.55 �-
\ DOLORES G. EVERHART o A C _ 3g 00 DITCH #16 /r DITCH #14
J O 1 r TO BE SEEDED I TO BE SEEDED
DB 5347, PG 598 0 �-` J < \ 1/ \ 01 /
/ o • �r 1 l �' �� � s� 133.61 /0 WITHIN 7 DAYS v nRIP RAP DISSIPATER WITHIN 7 DAYS
\ PIPE 5 INV: 131.15 O / Dso=8 W=6' 14'
56.00 LF ® 0.54% \133.99 J Deo=8" 18" THI
CLASS B 18" THICK
U (off 18" CLASS V RCP
O r ♦ • ■ / 133.80r-
/ / J 31 • C 133.49 5�p /' o / �
O 1 ♦ j
/ U \ 0 / � j ` r \\ 133.39 20' DRAINAGE
/ O �♦ • /INV: 130.85:.;, �F,^� a EASEMENTLEGEND: , O �* RIP RAP DISSIPATER o �`l o
ECM \ n ` `♦ / O) TO 1 1 SEEDED \ o / 0 TEMPORARY CHECK
® ECM -EXISTING CONCRETE MONUMENT / L=9' W=4.5' 10.5' v / �� DAM WITH WEIR
EIP Q ' �I Dw--8" DmAx--12' 133.31 WITHIN 7 DAYS /
(0 EIP-EXISTING IRON PIPE \ ` \ -' r- ' ,^
v � DITCH #21 CLASS B 18" THICK �^ / (TYP)
O EIS -EXISTING IRON STAKE / l 0j <00 TO BE REINFORCED j�
ERBO ERB-EXISTING REBAR / \ �� WITH NAG S75 MATTING I M
o COMPUTED POINT \ STAPLE PATTERN D (�� ^L
ty
N/F - NOW OR FORMERLY 23 v0 \ Oc �' r
R/W -RIGHT OF WAY \ O O $ 20' DRAINAGE �o DITCH #22
/ ( \ TO BE REINFORCED / o
PROPERTY LINE �� ` �EASEMENT WITH NAG S75 MATTING / \ / \ p DITCH #15
O
r \ 0 U i STAPLE PATTERN D G� / TO BE REINFORCED
ADJACENT PROPERTY LINE / / ��, o •) 0 V TEMPORARY / / WITH NAG S75 MATTING
RIGHT-OF-WAY p '� �� \ \ HOC or �133 / `� / 19 \ DIVERSION BERM / / STAPLE PATTERN D
-SETBACK LINE / S� a2 0 OG� LOC� / / \ -� TO BE SEEDED oV / / O
Lo JI V >ss
sD STORM DRAINAGE • �* C ,� 11L �'�INV: 128.30 WITHIN 7 DAYS
Jo LOC- 30 ( �� �00 I (TYP)
w WATER LINE / �\ / l I
OVERHEAD UTILITY ♦ , _ ��r
WETLANDS / � _ � � � JO\ „�2 130 o �o / � � . O� n
PERMANENT EASEMENT ■ /
PIPE 6
X FENCE LINE / 22 \S� / C
50.00 LF ®0.50% F
TREE LINE N/F 00 30" CLASS VRCP / � - ♦ r
z
m
I
14 Cn
F9
F-9
fTl
IT1
n
\
I
W
w
210 MAJOR CONTOUR RANDALL ALLEN HALL, JR. �� ♦ / \� F Oc' / ■ o o ■ ';
207 MINOR CONTOUR & WIFE, ♦ ,00\ 129' �• I``� `' \ I / ' ■ J 0 �, ♦♦ /� ^ ,
\F 13s TEMPORARY SKIMMER BASIN #4
BEVERLY G. HALL `1' , 00 -S� �p0 ♦ I L=89', W=39'. D=3,
x 20e.47' SPOT ELEVATION DB 2776, PG 469
BENCHMARK `1' �'♦ OOT SFOI 21001 SFool \ , ■ o I0 TOP OF BASINS 1 2:1
PPC• GUY WIRE
' ECM ♦ / y INV: 128.051U C ♦ ■ 0 � n
l / O ♦ BOTTOM OF BASIN: 130.00'
M WATER VALVE I o N
w� J RIP RAP DISSIPATERS w w ' N 12' EMERGENCY SPILLWAY: 132.00'
IfFIRE HYDRANT \ L=20' W=7.5'/22.5' \ ■ v r' INVERT OF SKIMMER: 130.00'
y o I ♦♦ 21 Deo=10" DmAx=15" N \ s o o SIDE SLOPES OF BASIN ARE TO
W WELL CLASS B 22.5" THICK \� (O ♦ I BE SEEDED WITHIN SEVEN DAYS.
0c ** HARDWOOD TREE I N ATTACH A 1.5" FAIRCLOTH SKIMMER OR EQUAL
1 �, , \
� WITH 1.5" ORIFICE FOR DEWATERING THE )
PINE TREE ♦ -' \♦ �' / SEDIMENT BASIN DURING CONSTRUCTION.
ASPHALT ' �' ) l L N 00 ♦40 ♦ o o
� **TAIL END OF DRAINAGE DITCH TO BE
0 CONCRETE - �- J \ \s -' 0 CONSTRUCTED PRIOR TO BASIN BEING INSTALLED,,
0 WETLANDS o \ I , , J ♦ '
UNSUITABLE SOILS - ♦ /
� \ l o CA r
- Eoc- Eoc- LIMITS OF CONSTRUCTION DITCH 18 STOCK PILE AREA I 0 _ 0 0
J 0
- sF - sF - SILT FENCE LINE a TO BE REINFORCED 0 \� I
WITH NAG S75 MATTING O I ♦ ♦ ^�
- JN - JN - JUTE NETTING ' y3q STAPLE PATTERN D
- DIV - Dry - DIVERSION BERM \ o I ;� O�
U INLET PROTECTION ~ I 0 J /
II IV
'\ > TEMPORARY SEDIMENT BASIN #5 o Z �` I \ / ♦ � / \1
or �
♦ a ^
L=134', W=64_ D=3' ) I o (/� 1
f 1 SIDE SLOPES= 2:1 w 0 0 _ �� 1
1 i TOP OF BASIN: 130.00, I O
' BOTTOM OF BASIN: 127.00' v I ♦ �_ I
N/F 12' EMERGENCY SPILLWAY: 129.00' o 34 �� .1r0000
PEGGY JEAN ALLEN TOP OF RISER: 128.5' r- _ I -
I DB 5322, PG 315 INVERT OF RISER: 126.00' o o
w l
PB 59, PG 60 0 / C) ■ U 0 // •
INVERT OF SKIMMER: 127.00' \ � ` y
o
R SIDE SLOPES OF BASIN ARE TO 0x+ -� / � � �J
O BE SEEDED WITHIN SEVEN DAYS. r-
41
**ATTACH A 2.5" FAIRCLOTH SKIMMER (OR EQUAL) I o • \V \V
WITH 2.2" ORIFICE FOR DEWATERING THE CP 0 /- 1
SEDIMENT BASIN DURING CONSTRUCTION. \ /0
�� �-■ - - `
**TAIL END OF DRAINAGE DITCH TO BE
Know what's below. ■2 CONSTRUCTED PRIOR TO BASIN BEING INSTALLED 7OO / `1' `L _ ♦ \
C3 c31 ", �
50
TER
Call before you dig. ys RIP RAP W D7.51� 7.5' j
JOB �SO y \ Dw--8" Dw�12" ` tw / V 1
/ \SF ��&• CLASS B 18" THICKrl
tioA ,� V 12� � � f ♦ a � 0
GRAPHIC SCALE SHEET KEY '
J�\ DITCH #18 I t
o 25 50 100 zoo TO BE REINFORCED ■ _ / r
O yS WITH 8" RIPRAP LNER Ily \
C3.3 \ / A DITCH END \p .1/ ��
> 1
/ 1 /2„ S,r �O q
N/F ERB O y
( IN FEET ) / SIMPSON FARMS, LLC / \ STRACT 1 OFF '2a ■ rJ y
41
1 inch = 50 ft. DB 9991, PG 830 `�' ■ •
3EIP \\F -/ 125 i
i \ .cam •\0n ■ I� \� � � �' `1' � ♦ �
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
� \moo; 1
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO
40
SEA
02
• G I NE �•: ja���
U8 Uc,-2z
REVISIONS
PROJECT NAME
TARRANT
ESTATES
SUBDIVISION
(ZERO LOT LINE)
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1827
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER