SW6220805_Plansheet C-3.0 - Grading_Drainage Plan_20221019

VICINITY MAP
NOT TO SCALE
LEGEND:
ECSO ECS—EXISTING COTTON SPINDLE
EIP Oo EIP—EXISTING IRON PIPE
EIR Oo EIR—EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
-SETBACK LINE
sO STORM DRAINAGE
OVERHEAD UTILITY
❑ ❑ VINYL SPLIT RAIL FENCE
TREE LINE
210 MAJOR CONTOUR
207 MINOR CONTOUR
x 208.47' SPOT ELEVATION
BENCHMARK
S-,GN SIGN
MB MAILBOX
PP UTILITY POLE
C GUY WIRE
FIRE HYDRANT
ASPHALT
= UNSUITABLE SOILS
= SURFACE WATER
— LOC— LOC— LIMITS OF CONSTRUCTION
— sF — sF — SILT FENCE LINE
— A — A — JUTE NETTING
— Dlv — Dlv — DIVERSION BERM
— 30' — 30' — 30' VEGETATED BUFFER
I �
I I I
I
I I I
4
I 6 I
N /F I N/F
N /F
BROOKIE SCOTT HOWARD, BROOKS DOUGLAS HOWARD & WIFE, CARLOS CANALES & WIFE, N/F
BROOKS DOUGLAS HOWARD &, CONNIE MOORE HOWARD HARLYN CANALES I MANUEL GARCIA JUNIOR I
I I 287
TIMOTHY RAY HOWARD I DPB198, PG 1256 I PC F, SLIDE DB 2247, G7117C 928 DB F, SLIDE G 177C I
IDB 3270, PG 28 I PB 98, PG 125 I I
1 1 I I
1 3/4" EIP
/ WITH 1/2" 1/2" 1/2" 1/2"
1/2" ERB ERB ERB ERB EIR
PP O O
_ I
I � I 245
JOSEPH F/BYRD, JR '
DB 805, PG 259
I
LOC� I I TEMPORARY CHECK
• DITCH #1 DAM WITH WEIR
1 /2" 248 98 • TO BE SEEDED (TYP)
ERB l
WITHIN 7 DAYS
1K 1 L C LOC LOC LOC--.r
II 246 40C. I O
( 248.71 248
TEMPORARY CONSTRUCTION I 0 I '248.44 LIMITS OF CONSTRUCTION
ENTRANCE o 248.43 \ �\ h (2.4 AC) � 0 I 2p8 246 DITCH #2 �3 �• O/V
248.35 (�' TO BE SEEDED c�
247 (��_ WITHIN 7 DAYS �` 241 �p
N/F I I o ��1 - - - - Lop Log O
249 JOSEPH FITZGERALD BYRD, JR. _ _ _
DB 1972, PG 679 � J f � 00 OOl OOl OOl �� 245.76 243.18
I I �245.32
DITCH #800 243.5�8 � rp
TBM 1/2" , 'I n
4D DISK #1 0 ERB 70 BE SEEDED ERB \ 244.73' 244.66 ALDERMAN COURT 243.33
N 585,284.691
THIN 7 DAYS / 244.88 50' R/W (PUBLIC & UTILITY ACCESS)
E 2,115,324.766 / 244 243.58
ELEV 244.58 1 242
NC GRID NAD 83 1 I 244�81 '� _ _ _ _ 243.18 243 � 0
(2011) v I v cNii _ �aT—�E- 0�"(—�E- �E_ jpT�E_-0-7�E- '
NAVD 88 1/2„ N DITCH #4 �A
ERB 0 a TO BE SEEDED ` 241 <O
p } WITHIN 7 DAYS
�- F- v �30T .�
2 i < _j N TEMPORARY
1 J SILT FENCING \ <p
N/F J `� (TYP) 0- n
LATQSHA DIANE WILSON � c) � > \
DB 3996, PG 692 J \
N/F I P3 2021, PG 179 15 a
MARCUS ANTHONY TART & WIFE, I rya \ �� <pp DITCH #3
TO BE SEEDED
ANGIE S. TART v
DB 2093, PG 576 ' NI 10 O . 0> WITHIN 7 DAYS
'oLO
1 DITCH #7 244.21 O
1 �� Cyr,
J, o
WITHIN BE 7
DAYS > O
/ �� 244.15 \ \\
/ DITCH #5 'gyp
/ 243.89 TO BN 7EEDED
DAYS
1/2"
/ ERB /� 1/2"
2
EIR
O ypl v 243.88 v 2p \ \ L �GF2
TEMPORARY DIVERSION BERM 243.49 2436 >
/
TO BE LINED WITH SC150
v
�
I � I STAPLE PATTERN D
IMM DIATELY UPON CONSTRUCTION p
243.50
� o i (TYP) �
y 14 \ 243.82 / / /
O N
N/F I J - O 242 �O TEMPORARY SEDIMENT TRAP #1 c�
ROBERT LYNN WILLIAMS & WIFE, 1 0�0 I �' �o L-65', W-25', D-4'
r ;U i l SIDE SLOPES= 2:1
VICKIE C. YANDLE TOP OF BASIN: 239.00' / y
DB 3938, PG 855 O ' r �O�
C z p �p 11 BOTTOM OF BASIN: 235.00'
p g o I \ �' 4' EMERGENCY SPILLWAY: 238.00' p
0 \ SIDE SLOPES OF BASIN ARE TO -'
\ I O ' w II gl Oj BE SEEDED WITHIN SEVEN DAYS.
y I t' I �p 00) /
\ 0 0 JO I r- \ C'
II DITCH #6 O\
1 o I o TO BE SEEDED \ /
' o U < I WITHIN 7 DAYS �0 c, /
0 0 \ � 3d 30,
I I o o c' 0\ <,o � 30
v 0 30
TEMPORARY SEDIMENT TRAP #2 30 3
N o O'
SIDE'S 0 ES-D2 1 o JO��\\� ��G/\C00
I
TOP OF BASIN: 240.00' o I \\ \ 00 \ C „, o _ L IP
II I BOTTOM OF BASIN: 236.00' p a 3/4 ����I` —3/4'
N 584,932.900
1 4' EMERGENCY SPILLWAY: 239.00' O� c I EIP 40 I E 2,116,056,889
I I I SIDE SLOPES OF BASIN ARE TO NC GRID NAD 83
30' BE SEEDED WITHIN SEVEN DAYS. (2011)
sa'�Co i I I0 G WASTE/STORAGE
\ � I
SEE SHEET G-1.0 FOR GRADING EROSION CONTROL NOTES III I' oo I00
N ojll I
1 I I
II
s
N/F I 30-
JO>
ROBERMI T CHAEL LE & EWIFE, ECS 1
LINDA POINDEXTER LEE \10E S0t0T
DB 4072, PG 634 \ ' 5 0
O^ I # V.
N
\ =, �\
�' I N
101
IEIP �` \ ��.30'30'-30'-30'-3W 30'-30'30. 30' I
30' —
30,
0 �, � 30' - 238 r ` r �
23$ - _ _ __
EIP10
itY
1 - - -
* *. ....
I o�
I I 3 4„
EIPNF
I
® I I
ROBERT MICHAEL LEE & WIFE, I GRAPHIC SCALE
LINDA POINDEXTER LEE
Know what's below.
DB 4072, PG 634 50 0 25 50 100
I
Call before you dig.
I( IN FEET )
1 inch = 50 ft.
I
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
N/F
DON L. AGNEW JR. & WIFE,
PAT M. AGNEW
DB 3373, PG 255
PC F, SLIDE 717C
1/2„
EIR
N 585,545.541
E 2,116,135.208
NC GRID NAD 83
(2011)
N/F
EUGENE B. GOMES,
MARTHA ROMANA GOMES,
JOSEPHINE GOMES &,
SOLOMAN GOMES
DB 2179, PG 561
200
4Dsite
solutions
civil engineering I Land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
�CAROZ//
� 2 40 kess 0.:-L
SEA
02
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REVISIONS
PROJECT NAME
FAIRGROUND
FARMS
SUBDIVISION
GRADING AND
EROSION
CONTROL PLAN
CLIENT
AGS LAND, LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1862
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
SEPTEMBER 15, 2022
SHEET NUMBER
C-3nO