SW6230501_Plansheet - C3.2 Grading/Drainage Plan_20230721 (3)

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solutions
civil engineering I land surveying
DITCH #6 /\ / / — 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
TO BE REINFORCED office 910-426-6777 fax [phone] license number I C-2354
WITH NAG S75 MATTING / www4Usitesolutions.com
STAPLE PATTERN D TEMPORARY SEDIMENT TRAP #3
L=50', W=20', D=4'
I
220 SIDE SLOPES= 2:1
TO
_ P OF BASIN: 221.00'
PIP BOTTOM OF BASIN: 217.00'
4' EMERGENCY SPILLWAY: 220.00' > ��� CAR 1i/
EASEMENT SIDE SLOPES OF BASIN ARE TO _ �� ..•••• ••. / �i�
20' DRAINAGEEASEMENT
�� BE SEEDED WITHIN SEVEN DAYS. r / ``O FESS/0 C•"'pi�
SEA 0274
J � IOC _ / 'j �••��.N�••'��?`��
%%//1
221
I I►��g�
' 29 TEMPORARY �,� 23 7 OTT
/ DIVERSION BERM Q�J \ / \
TO BE SEEDED /
WITHIN 7 DAYS O� / 223 0� ^\(� 1 VQ
^.23
c �
I / O 222.87
I( 223 a4 REVISIONS
p
J p 224 LEGEND:
ECSO ECS—EXISTING COTTON SPINDLE
_j
M® ECM—EXISTING CONCRETE MONUMENT
0 224.03 .'n� EIP OO EIP-EXISTING IRON PIPE
I \ / ERGO EPK-EXISTING PK NAIL
rz1 TO BE
ITCH REINFORCED � / i sRe0 ERB-EXISTING REBAR
/ WITH NAG S75 MATTINGI I I 225.17 ��^ O O SRB SET REBAR
STAPLE PATTERN D
/ \ 30 _j. I /
/ o COMPUTED POINT
r 1 -� N/F — NOW OR FORMERLY
v / 0 R/W — RIGHT OF WAY
Ul / / / I 225.72 / /
I PROPERTY LINE
m \ o / ADJACENT PROPERTY LINE
N n / — TIE LINE
O / I N -- RIGHT—OF—WAY
i I I - — — — - SETBACK LINE
o I / // OVERHEAD UTILITY
PERMANENT EASEMENT
X FENCE LINE
/ I 225 MAJOR CONTOUR
DITCH #5
. I TO BE REINFORCED 26 / 223 MINOR CONTOUR
w I .n WITH NAG S75 MATTING x 222.47'SPOT ELEVATION
/ Q I I STAPLE PATTERN D / BENCHMARK
31 I I PP• UTILITY POLE
w.)/
Ir0 / C GUY WIRE
D4 WATER VALVE PROJECT NAME
1
LIMITS OF CONSTRUCTION �FIRE HYDRANT
/ 0� I I LW- 5.4 AC ASPHALT
DITCH #8 .0 =UNSUITABLE SOILS
TO BE REINFORCED CHECK DAM n —roc—roc— LIMITS OF CONSTRUCTION I LA'S WAY
WITH NAG S75 MATTING WITH WEIR > —SF —SF — SILT FENCE LINE
STAPLE PATTERN D (TYp) >
—iN —iN — JUTE NETTING SUBDIVISION
OC LOC LOC LOC LOC 10' UTILITY EASEMENT LOC LOC LOC LOC LOC LOC LOC LOC OC LOC LOC LOC LOC LOC OC LOC LOC ' 226 46 0 —olv—orv— DIVERSION BERM
__ Q INLET PROTECTION
-- -- — 220 -- — -- -- — 222 N
l d) N
U1
225 0226.04 226.25 > p
BOSTON RIVER DRIVE o
221 50' R/W (PUBLIC & UTILITY ACCESS) 224.16 -, 225.08 �226.04 226.16
224.18 224.78
220 221 222 223
-- -- --222--- — 223 OIO
_ F SF 221 S SF SF SF SF SF SF SF S1.
SF SF SF �� 226.28
001 001 001 00 001 - DITCH #1 —001 00110' UTILITY_ EASEMENTI 00 001 00 001 224— �001 001 001 001
TO BE REINFORCED �`JO / > r C3.1 C3■2
WITH NAG S75 MATTING 001 001 0b1 o O
STAPLE PATTERN D TEMPORARY I
SILT FENCING 1
(TYP) IV II DETAILED
\ o > o
SHEET KEY
00 II GRADING AND
1 I I I 24
C3.3
o1 b EROSION
I I I
I CONTROL PLAN
\ OJ
Ln
> O
O \ \ \ I I o n
\O 10 I o O 11 \ C co I CLIENT N co
\ \ _j i A n r-
f-
\ \ \ \ \ I n
SHARPE FAMILY
m INVESTMENTS LL
0 C� S S C
m 23
\ DITCH #2 I I uNi O
TO BE REINFORCED
13 WITH NAG S75 MATTING '''- N/F
STAPLE PATTERN D I JOHN L ICE L.G ILL JR. & WIFE,
\ � I m� CLARICE L. WILLOUGHBY
I I I.z
c� DB 3858, PG 1
\ . � M 1705 Page Road
\ I N
\ I I o 0 Godwin, North Carolina 28344
TEE I Phone: [phone]
POST \ I I N
OO \ O I O
a� F
30' INGRESS/EGRESS EASEMENT E eoLr EXISTING
\ I s PROJECT INFORMATION
PB 2002, PG 969 1/2„ I S I T o
I ERB IN
( CONCRETE p I I \ C,
\ \_j I I o 'A
o I N ADITCH #4 O o DESIGNED BY: BRETT
I k
I M I TO BE REINFORCED 22 \ 2
N WITH NAG S75 MATTING DRAWN BY: BRETT
STAPLE PATTERN D
Iw I N I o I ^, CHECKED BY: SCOTT
- M
• \ B N I .N l � PROJECT NUMBER: 1924
LU
0 I 14 wQo
N N/F
p�
ILAURA B. TYLER SMITH�'o & HUSBAND, I Q DRAWING SCALE
a DANNY KAY SMITH I �'
N/F o DB 3719, PG 226 0
W LUKE HOLDEN JACKSON & WIFE, I m PB 2010, PG 260
o MARIA G. CORIA JIMENEZ m � C-)
HORIZONTAL: 1 =40
DB 3992, PG 79 I ry z _j
o�
DATE RELEASED
GRAPHIC SCALE I �'
.N JULY 18, 2023
ao 0 20 ao ao isa _ _ _ _ _ _ _ _ —
a
MATCH LINE- SEE SHEET C-3.3
T
2 ( IN FEET ) SHEET NUMBER
E 1 inch = 40 ft.
4
N
W
Q -302
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
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