SW6230501_Plansheet - C3.1 Grading/Drainage Plan_20230721 (2)

TBM I \
4D DISK #1 I 4Dsite
N 581,606.399
E 2,104,682.098ELEV
I I \
NC GRID2NAD483 I solutions
(2011) civil engineering I land surveying
NAVD 88 I \
409 Chicago Drive,Suite 112,Fayetteville,NC 28306
\ office 1910-426-6777 fax [phone] license number I C-2354
wwwADsitesolutions.com
ROBERT A. SCANTLIN & WIFE,
F\ ���� E$$lOC�''��ii
\ `Z�.p O .'�'y
DIANA L. SCANTLIN - •Q�. 1<• _
DB 4036, PG 313
PB 2010, PG 240
SEA
0274
ERB N/F
' 1/2" CHARLES G. WILLIAMS •.•GINE�.•• ����
EPK ERB / PC
DBSLOIDE 137116 ��C)7
0"7 -12 -.23
I 1 II
V I
� / REVISIONS(
I I I
II I II
C31 C3.2 I I I / I
. I / I _
I - -
III �
LEGEND: ,
EsO ECS—EXISTING COTTON SPINDLE
c
"Z ECM—EXISTING CONCRETE MONUMENT
EPK OO EIP—EXISTING IRON PIPE SHEET KEY I I Iur
O EPK-EXISTING PK NAIL
ERG JJ
RB CqJJ.q I I
O ERB—EXISTING REBAR
O SRB—SET REBAR I r
a COMPUTED POINT C I 0 � /
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PROPERTY LINE ROADSIDE DITCHES ' I I 38 36
ADJACENT PROPERTY LINE 0 TEMPORARY SEDIMENT TRAP #1 O
TO BE REINFORCED 0 L=60', W=25', D=4'
TIE LINE WITH NAG C125 MATTING SIDE SLOPES= 2:1 37
RIGHT-OF-WAY STAPLE PATTERN D I TOP OF BASIN: 212.50' /
- — — — - SETBACK LINE IMMEDIATELY UPON GRADING I BOTTOM OF BASIN: 208.50'
OVERHEAD UTILITY 4' EMERGENCY SPILLWAY: 211.50'
SIDE SLOPES OF BASIN ARE TO
PERMANENT EASEMENT N BE SEEDED WITHIN SEVEN DAYS.
X FENCE LINE RIP RAP DISSIPATER .8�
225 MAJOR CONTOUR L=9' W=4.5'/10.5' 212.100 1 8 INV 209 L L! DITCH #8
TO BE REINFORCED PROJECT NAME
Dso=8" DMAI�12" WITH NAG S75 MATTING
223 MINOR CONTOUR CLASS B 18" THICK LOC STAPLE PATTERN D TEMPORARY
l a ` LOC— LOC LOC LOC 10' UTILITY EASEMENT LOC LO LOC SILT FENCING
x 222.47'SPOT ELEVATION I / — LOCH TYP
�} TEMPORARY I I F F F SF SF
PP T BENCHMARK CONSTRUCTION I - SF S OC�-L0C ( ) I LA'S WAY
0 UTILITY POLE ENTRANCE a 214 F — LOC LIMITS OF CONSTRUCTION
C GUY WIRE I 0 z13 215, SF SF LO. 5.4 AC
.48 2
N WATER VALVE I 21212.96 213.57 216 — SF LOC LOC—
LOC­I I / LANDON DRIVE SF LOC LOC— LOP Or LOC LOC LOC SUBDIVISION
FIRE HYDRANT M 213.57 50' R/W (PUBLIC & UTILITY ACCESS) 2 SF SF SF
ASPHALT I I o 213.34 212.96 - -- -
>> F SF SF SF
UNSUITABLE SOILS I I 0 218
—roc—roc— LIMITS OF CONSTRUCTION I � __2i2 212 214 1g
—SF —SF — SILT FENCE LINE I /0 215 216 2
—iN —iN — JUTE NETTING I ^ 213� — 2i4 �L1L .215. . . DIV 91a/ DIV V . _DIV.
213.72 10' UTILITY EASEMENT /
—DIV—DIV— DIVERSION BERM I IN V 210.40, Ol 001 001 001 001 DITCH#1, -001 001 001 IV DlV
00 TO BE REINFORCED �30 IV 21 217
OINLET PROTECTION TEMPORARY ` V 301 001 001 WITH NAG SIN MATTING 30j IV 218
INLET PROTECTION II A RIP RAP DISSIPATER TEMPORARY SKIMMER BASIN #2 STAPLE PATTERN D CHECK DAM 0 001 �V -
((" L=3' W=1'/3' L=50', W=25', D=3' �
I I I Dw=8" Dm x--12" SIDE SLOPES= 2:1 WITH WEIR 0 00l DIV �_� 220
Z7 N 301 � DIV . V DIV DIV —
CLASS B 18" THICK TOP OF BASIN: 213.50' (TYP) c� I Ol �t
I a�� 0 TEMPORARY 001 001 �L001 0 1 001 001 301 0
BOTTOM OF BASIN: 210.50' DIVERSION BERM
4' EMERGENCY SPILLWAY: 212.50' r- TO BE SEEDED
I > I 0 WITHIN 7 DAYS /
C D INVERT OF SKIMMER: 210.50' 0
m Cl) SIDE SLOPES OF BASIN ARE TO / D
DETAILED
' / BE SEEDED WITHIN SEVEN DAYS. 0 n
I ""ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) � � _
WITH 0.8" ORIFICE FOR DEWATERING THE
I I / O SEDIMENT BASIN DURING CONSTRUCTION. I F- GRADING AND t
C) N
I III I-�q , O 3 EROSION
' 01 \ 4O 0 I 5
o0 m CONTROL PLAN
o 0
7O — n
o I N CLIENT
0
SHARPE FAMILY
INVESTMENTS LLC
I LOC-- LOC—
LOC— LOC LOC 0
LOC LOC— LOC / 0 /
LOC LOC LOC LOC-----,'
0 0 \ STORAGE/ WASTE AREA r
' Ol O1 00 /
EPK 00-�—00_ 001 1 001 301 301 J
—
4
1" EIP - 3 1705 Page Road
Godwin, North Carolina 28344
(PINCHED) I Phone: [phone]
WITH BOLT 1 11/2" 30' INGRESS/EG RESS EASEMENT 1"x1"I 1 ERB N 581,142.323 PB 2002, PG IRON I 1/2O E 2,105,136.510 STAKE NC GRID NAD 83 EIP 1/2"
(2011)
I — ERB
2 i
I N/F PROJECT INFORMATION
N
Q , © I 1 DBN1 22,SPG 338 IRON -SIT 1
p O F I I STAKE 6 f' A \1 '
PC F, SLIDE 137—B IRON �� �1 DESIGNED BY: BRETT
s0 I ` "� DRAWN BY: BRETT
N I N/F N F
MICHAEL POPE & / CHECKED BY: SCOTT
SONYA POPE GURKIN LUKE HOLDEN JACKSON &
0 ' CHRISTOPHER DAVID JACKSON
• 2 Know what s below. I I DB 3700, PG 730 DB 3240, PG 416 PROJECT NUMBER: 1924
W co
0 Call before you dig. I I PB 18, PG 16 PC F, SLIDE 584-A o
oN I I o DRAWING SCALE
a 0
Pp ECS o
om
1 — — — — — — — — — — — — — — — �m HORIZONTAL: 1"=40'
�G 1 1/2"I 41 m I ERB D
1 B� DATE RELEASED
9 GRAPHIC SCALE I' ' — -
N/F
N 40 0 20 40 80 160 I
s 1 I T YA Y JULY 18, 2023
DB 3461, PG 426
1 1 I I PB 2018, PG 347
2 I I 1
a ( IN FEET ) I I SHEET NUMBER
B 1 inch = 40 ft. 1 I
1 I
N 1
Q I ECS1 I I —3ol
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