SW6240905_Plansheet - Grading/Drainage Plan_20241016 (3)

N/F N/F 4Dsite
LGI HOMES-NC, LLC L. FRANK STEWART & WIFE, N 596,003.128
TRACT 1 & 2 OF JANE S. STEWART HEIRS E 2,016,073.347
DB 832, PG 321 NC GRID NAD 83
DB 3290, PG 659 r / I ESTATE 97E, PG 461 / (2011) ■
PB 2007, PG 814PB 2023, PG 384 ERB / l / ;I / l J PB 2002, PG 1211 J 1E P solutions
_1 / o civil engineering I land surveying
I / 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
\l office 1910-426-6777 fax [phone] license number I C-2354
/ I / www.4Dsitesotutions.com
I N/F
/ I I I L. FRANK STEWART
N DB 1737, PG 733
ro PB 2002, PG 1211
Ov
TEMPORARY SKIMMER BASIN 3 I o EIR S��•�'.29�'
L=140', W=60', D=3' # 23 1 \ I
SIDE SLOPES= 2:1 l C 5/8' _ SEA
TOP OF BASIN: 291.00' \ 1 l I ERB / W W W ■ 02 4 _-
BOTTOM OF BASIN: 288.00' W • ) 1 1 W W W W W W W W
10' EMERGENCY SPILLWAY: 290.00'
INVERT OF SKIMMER: 288.00' ♦ \ I I ` y t \ W W W W W CA3 W W W ♦ ��'' COT
G I
SIDE SLOPES OF BASIN ARE TO I, W W W , I I W W W W W • ////��O i T",8��\��
/ BE SEEDED WITHIN SEVEN DAYS. ♦ ` II
""ATTACH A 1.5" FAIRCLOTH SKIMMER 50 LF ` W W W •
(OR EQUAL) WITH 1.3" ORIFICE FOR i 288 00 4RIP RAPv 1 I 3po v g'Z-2 -24/
o RIP RASP DISSIPATER
DEWATERING THE SEDIMENT BASIN S =8" �
�Cl\� l DURING CONSTRUCTION. 0 ♦ / 1 24 25 I 26 27
R�- - 0� ♦ ,�, u,� u,♦ � � � � 0 D5o=8�� DMAx=12" I �RIP RAP DISSIPATE O �� - CLASS B 18 THICK REVISIONS
L=3 W=1 /3 0 0 288.35 + +
� � CD
Dw=8" DMAX=12" c.CLASS B 18" THICK so ♦ + + ♦tj
304.34
r �♦ �►/ i III � I ^ / -
o � +
N _
/ ♦
n C DITCH 33
30 \\ / LO TO BE REINFORCED WITH
\. LOC NAG S75 MATTING y v W s 1 \x -
STAPLE PATTERN D Z "� - ♦ � I I 2' DITCH
BOTTOM^ o
Y -1-9 DITCH 36 I
-/ 4' DITCHv = l
•� / 22 BOTTOM) Nn / � TO BE REINFORCED WITH /
`' DITCH 32 LIMITS OF CONSTRUCTION ^ �� NAG S75 MATTING 1
gy TO BE REINFORCED WITH (11.1 AC �w/oo STAPLE PATTERN D
DITCH 30 2 NAG S75 MATTING ) / w <v v
TO BE SEEDED - 'o
N N 03
1. STAPLE_PATTERN D �Ql — �Ql
RIP RAP DISSIPATER WITHIN 7 DA
L=15' W=7.5' 17.5' \� cOo � _ _ �� � _ � ��305 10 UTILITY EASEMENT __ �- � RIP RAP-DISSIPATER
Dw=8" Dwex 12' 294 294 310 / Q-
L 9' W 4.5'/10.5'
Dso=8" Dr�x=12' _
CLASS B 18" THICK - ` O�
INV 289.80 ♦ x� i FOXHILL COURT 313 c� B 18�" T,H�CK /o
PE 6' a �w / �, w 0
o / o 0 50' PUBLIC R W o � - I
50.00 LF @ 0.50% 30" CLASS IV RCP
\\ 1DITCH 28308.40
TO BE REINFORCED WITH / -- 310 — PIPE 7 ^1 \
` NAG S75 MATTING ✓/ �� 10' DRAINAGE EASEMENT 300 0� 30$_ 10' UTILITY EASEMENT 44DITCH 0.57% 18" CLASS IV RCP a77
\ STAPLE PATTERN D - — 305 DITCH 31 OC L� 1 PROJECT NAME
V 290.05— 297 20' UTILITY EASEMENT — REINFORCED WITH_ L�� I OCR LOC TO BE SEEDED=z INLET \
DITCH 29 4' DITCH OC- NAG S200 MATTING WITHIN 7 DAYS `� _ PROTECTION
TO BE SEEDED BOTTOM Lp LOC STAPLE PATTERN E INV 308.65 (TYP) j
r j 10' DRAINAGE 6 295 WITHIN 7DAYS LOC OC
I I EASEMENT 29 - 10' UTILITY & �' \3 \,0"• `
DRAINAGE EASEMENT \ \ 31 ^ BOONE
toC
W
Lu 15' UTILITY
Cn EASEMENT DITCH 27 / ! �o A�F� TRAIL FARMS
ao TO BE REINFORCED WITHLLJ \
cITCH 35
W STAPLE PANAG S200 MTERNINE / / / TO DBE SEE <�� > \
' - G/ ' / 35 WITHIN 7DAYS <�� m \ SUBDIVISION
w / DITCH 26 / / ° 41 O sF� 313.18 1 \ —
z TO BE SEEDED ^ 313.18 \
O O O WITHIN 7DAYS `�' � 10' UTILITY & r 40 39 � 38 37 ��
/ \`\
c, DRAINAGE EASEMENT 313.36 � >
rn
313.36 313.55
Cv
DITCH 25
t` moo TO BE REINFORCED WITH
1 / NAG S75 MATTING / / \ 0
20 1 1 STAPLE PATTERN D / / / _ ` 1 \
313.55 M 1 \
N � I
314.45
`°• �/ �� \
Z , / - 34 �' _ DETAILED
I. O 4a -pC 32 vX
Q / pC _ X
(1, wI _ - GRADINGAND
' SILT FENCING DITCH 24 1
0 = �(TYP) TO BE SEEDED IE /
— WITHIN 7 DAYS 30,.72 42 �X / - EROSION
f X
10' UTILITY EASEMENT , o
5/8„ 5/8„ 5/8„ / �O�
-/ M ��2 OU / ERB ERB / ERB
- o ALL STRUCTURES /� CONTROL PLAN
2g8 FERNC 02.21 / / TO BE REMOVED \
LIFF DR 301.7 X \ DOUBLE WI 00
50' P TRAILER
297 UBLIC R/W
zs� 301.83 ✓ 5/8„ 00� 0 33 CLIENT
- -- DITCH 23 / ERB �'\
300 1 TO BE REINFORCED WITH a <o DOUBLE WIDE I /
SF SF r— LOC_ X n TRAILER °^
CHECK DAM SF c, DITCH 8 — �` NAG S75 MATTING �— 0 _ / / - BS LAND LLC
WITH WEIR 0 TO BE SEEDED— L LpC 303.78 STAPLE PATTERN D / \ v"`/ /' k
(TYP) I WITHIN 7DAYS 304.08 / vol" �> \
10' UTILITY & J l < i� 5' NO ACCESS
I DRAINAGE EASEMENT 304.0 \
5/8"ERB �n��� EASEMENT i
/ / UTILITY EQUIPMENT -/,�
I ° o� 1j
SOIL 04.57 304.57 20' UTILITY
TO BE RELOCATED
STOCKPILE w EASEMENT / / 1/2„ o f\ 2 OR REMOVED
AREA 14I / 1900 s EIP 5/8" � � � v O
p DITCH 9 304.96 X o 1/2" _-. ERB I N/F 00'\ _�'/ of G�� 00'
.9 47 TO BE SEEDED � 304.96 / / EIP �`� � T. A. WOMBLE PRIVATE EQUITY - � - ,,Q�' C ,1
I WITHIN 7 DAYS i / / �2 I MANAGEMENT, LLC �- \ 35 k �g0
466 Stancil Road
N N/F I DB 4172, PG 561 .i y vs� 2 66 P Angler, North Carolina 27501
/ PB 2012, PG 553 5/8" 00 Phone: [phone]
306.55 o DIEGO F. GARCIA & WIFE, I ERB /
S�\.0C ; �o N / X EVELYN RIGADA DE GARCIA I
/VO 4 DB 3110, PG 58 l
fir, ,!i / PB 2012, PG 553
L ��• � - � � � ECMEGEND:
® ECM-EXISTING CONCRETE MONUMENT X 302.72'SPOT ELEVATION - EPK N/F
10' UTILITY / / x EIP Oa EIP-EXISTING IRON PIPE BENCHMARK �� / ��
JAMES H. BULLARD, JR. & WIFE, PROJECT INFORMATION
�� � / I EPK SHIRLEY P. BULLARD
/ EASEMENT O EPK-EXISTING PK NAIL 51CN SIGN / PP PARCEL B OF
ERBO ERB-EXISTING REBAR MAILBOX / �' DB 1007, PG 237
ERs ® DESIGNED BY: CALEB
O OO ERS—EXISTING RAILROAD SPIKE 0 LIGHT POLE
X \ o COMPUTED POINT pp UTILITY POLE �� DRAWN BY: CALEB
_ I N/F — NOW OR FORMERLY C GUY WIRE CHECKED BY: SCOTT
R/W — RIGHT OF WAY ❑T TELEPHONE PEDESTAL
PVC - POLYVINYL CHLORIDE D4 WATER VALVE oNs PROJECT NUMBER: 2084
_ RCP - REINFORCED CONCRETE PIPE `FIRE HYDRANT Al
N / X I PROPERTY LINE ❑❑Y WATER METER J
46 ADJACENT PROPERTY LINE SANITARY SEWER MANHOLE (460Z)ES ObN OIbO ON DRAWING SCALE
w r / 45 I — TIE LINE 0 ASPHALT y
N 001 01 — r -- RIGHT-OF-WAY GRAVEL �s HORIZONTAL: 1"=50'
001 �001 � / M I ss SANITARY SEWER LINE BUILDINGS • O�
a 001 �00-1 I so STORM DRAINAGE 0 WETLANDS
5' NO ACCESS01 �p01 i I w WATER LINE =UNSUITABLE SOIL
_ _ EASEMENT 001 �Q01 �001 — 0 OVERHEAD UTILITY —Loc—roc— LIMITS OF CONSTRUCTION • ® DATE RELEASED
001 01 �001 X FENCE LINE —sF —sF — SILT FENCE LINE
001 001 I GRAPHIC SCALE
_ WETLANDS —i —iN — JUTE NETTING AUGUST 22, 2024
UNSUITABLE SOIL Q INLET PROTECTION So 0 2s So 100 200
TREE LINE Know what's below.
———————— 1/2 290 MAJOR CONTOUR
TBM 'EIP 291 MINOR CONTOUR Call before you dig. ( IN FEET ) SHEET NUMBER
J i — LANDSCAPING BUFFER 1 inch = 50 ft.
ERB �l-� - - E 2,015,008.314 EPK
24 1 �� ELEV 310.82 —
ERB 5/8, \ __ NC GRID NAD 83
N/F -302
ERB \ — (91111) i
MATTHEW RAY LITHE 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
U) DB 3886, PG ,,,
m