SW6230501_Plansheet - C3.3 Grading/Drainage Plan_20230721 (4)

■
sl e
solutions
civil engineering I land surveying
409 Chicago Drive,Suite 112,Fayetteville,INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
11DAR9�%
•4� SEA
• 0274
o t7 •,���SCOTT•.g�````�.
I
MATCH LINE- SEE SHEET C-3.2 r ECsEGEND: 0
"7 ^1 g _.23
O ECS-EXISTING COTTON SPINDLE
P I I \ 21 M® ECM-EXISTING CONCRETE MONUMENT E P
00 EIP-EXISTING IRON PIPE I \ I I I �� ERGO EPK-EXISTING PK NAIL REVISIONS
o > �1 O ERB-EXISTING REBAR
\ I I D SRBEC_ ET REBAR
I N
N N o GOMeSI-MISRIMCOTTON SPINDLE
U1 y I m
— I-
0 co EN RO WRMSFIOIQvIEMCRETE MONUMENT
- \ J y Z N\
15 \ I I co
r- q �i R W�EI}161E3C1$1RNMDAII�ON PIPE
c� \ EPK
\ RQQ?KRif)RILLINE
I 1/2„ I cn I R. -< I E� ERB-&*&: IIt0JFtMIgFR PROPERTY LINE
ERB I (D C 0 S� SRB SET MABINE CONCRETE I \ I I m I Q r0 \ \ \ �P649&MGM-OF-WAY
N/F NGW ORSEiEOJ411s1 DYNE
i I C7 N
I TEMPORARY c� �1 m N I \ W�`�` R+6H�Q1�V&W9r1EAD UTILITY
rn
\ "E
I SILT FENCING---- IIt1�idERTYE�1> MENT
20 X FEN+d` AffiI9T PROPERTY LINE
\ 1 (TYP) I a DITCH 225 LIMN TOUR
TO BE REINFORCED
I l WITH NAG S75 MATTING —223•-------MtN IHT0IQFe(A%Y
o STAPLE PATTERN D x 222.4�SP@T ELEVATION SETBACK LINE
I \
o ARK OVERHEAD UTILITY
\ pp U:RLIiY PeLE PERMANENT EASEMENT
' I I I I CWII�E FENCE LINE
oWV
I o >-�2VALVE MAJOR CONTOUR
J 2
I \—/ '-� r�nry
JYa RMRANT MINOR CONTOUR
ALIEVATI ON
N/F � I410I K SOILS
LARRY E. BYRD r vpp I ✓I I o • UTILITY POLE
DB 2743, PG 56 1 I I p
I PB 2010, PG 260 O n \ GUY WIRE
WV
16 w D4 WATER VALVE PROJECT NAME
\ V) ,-n! `ems -FIRE HYDRANT
I Ld I I CHECK DAM ASPHALT
1 p WITH WEIR
r I 220.98
� I \ UNSUITABLE SOILS I LA'S WAY
_ � (TYP)
J . 19 —l-oc—l-oc— LIMITS OF CONSTRUCTION
\ ~ —sF —sF — SILT FENCE LINE
I \ fn N
1 01 7/pO\\ \ \ — —Di — JUTE NETTING
C3.2 220.39 Di SUBDIVISION
\ I —Div—ory— DIVERSION BERM
1
C3.1 I 10"
I \ p TEMPORARY \ OINLET PROTECTION
I rJ N I DIVERSION BERM
1 DITCH #2 J I I \�TO BE SEEDED
TO BE REINFORCED WITHIN 7 DAYS
WITH NAG S75 MATTING 219.79 7, O
1/2�\ \ STAPLE PATTERN D I .O
SHEET KEY ERB
I I-q N
� � co
C3.3 I o
_
r
I 219.79\
J I
I 0 � 220.10
. // 18
218 . o O DETAILED
I \� �O O LIMITS OF CONSTRUCTION
\ 007,
O\J. 5.4 AC
r06 GRADING AND
20' DRAINAGE Ir
EASEMENT-ti �� EROSION
RIP RAP DISSIPATER
L=3' W=1'/3' DITCH #3
I WITH NAG S75MATTING CONTROL PLAN
I Ds�8" DY�,r-12"
C — — — — —CLASS B 18" THICK
Cr, STAPLE PATTERN D
I \C PP 218
O
I 218 ECM CLIENT
( '/� N 581,798.830
ERB E 2,106,819.705
NC GRID NAD 83
TEMPORARY SKIMMER BASIN #4 (2011) SHARPE FAMILY
L=60', W=25', D=3'
SIDE SLOPES= 2:1
TOP OF BASIN: 219.50' INVESTMENTS LLC
BOTTOM OF BASIN: 216.50'
4' EMERGENCY SPILLWAY: 218.50'
INVERT OF SKIMMER: 216.50'
SIDE SLOPES OF BASIN ARE TO
BE SEEDED WITHIN SEVEN DAYS.
"ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
WITH 0.9" ORIFICE FOR DEWATERING THE
SEDIMENT BASIN DURING CONSTRUCTION.
1705 Page Road
1 Godwin, North Carolina 28344
Phone: [phone]
5/8„
ERB
PROJECT INFORMATION
R� S I TF
< s
m oG DESIGNED BY: BRETT
o
-1 DRAWN BY: BRETT
m 0
o
cc; co
CHECKED BY: SCOTT
PROJECT NUMBER: 1924
o6 N
moho
3 �P° DRAWING SCALE
.°
'��� HORIZONTAL: 1"=40'
N
DATE RELEASED
GRAPHIC SCALE
N JULY 18, 2023
40 0 20 40 80 160
a
T
2 ( IN FEET ) SHEET NUMBER
E 1 inch = 40 ft.
4
N
W
Q -3m3
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
T
m