SW6240905_Plansheet - Grading/Drainage Plan_20241016 (2)

N/F LGI HOMESFNC, LLC 4Dsite
LGI HOMES-NC, LLC TRACT 1 & 2 OF
TRACT 2 OF DB 3290, PG 659
/ v W W W �♦ / PB 2022, PG 29 DB 4144, PG 878 \ PB 2007, PG PB 2023, PG 814 solutions
LEGEND: 1E P 3EIR
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ss SANITARY SEWER LINE / l \ R50 LF
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so STORM DRAINAGE I /RIP R / / 1 / CA2
w WATER LINE I DITCH 22 ^� RIP RAP DISSIPATER p7� 0
OVERHEAD UTILITY ` TO BE REINFORCED WITH, L=3' W=1'/3' �� __-292`� SILT FENCING _
X FENCE LINE NAG S75 MATTING �y D50=8" DMAX=12" / °° A 293 (TYP) / o
STAPLE PATTERN D CLASS B 18" THICK / Z
WETLANDS i 29_t-92� ( REVISIONS
^ 294.7 `
UNSUITABLE SOIL - i" 0, 1
TREE LINE TEMPORARY SKIMMER BASIN #1 28 ° ) / / 93.87 }
/ L=135', W=45', D=3' \ �. \J r 1 p X
290 MAJOR CONTOUR 5/8" SIDE SLOPES= 2:1 \40 I/
291 MINOR CONTOUR ERB TOP OF BASIN: 287.50' 0 O) �
------- LANDSCAPING BUFFER BOTTOM OF BASIN: 284.50' \ \ _ 0 2I i.72 93.99 /
10' EMERGENCY SPILLWAY: 286.50' 14
x 302.72'SPOT ELEVATION INVERT OF SKIMMER: 284.50' �00 00) ' �J) 293 a7
BENCHMARK SIDE SLOPES OF BASIN ARE TO �a� ( 291.92
291.62
51C SIGN BE SEEDED WITHIN SEVEN DAYS. DITCH 21 �� 293.99 / \
""ATTACH A 1.5" FAIRCLOTH SKIMMER TO BE REINFORCED WITH�C �286.40 DITCH 19 / 294.10
MB MAILBOX (OR EQUAL) WITH 1.3" ORIFICE FOR / NAG S75 MATTING \ JO TO BE SEEDED 294.10 / G } 2,
LIGHT POLE DEWATERING THE SEDIMENT BASIN STAPLE PATTERN D 2 DITCH 20- j� WITHIN 7 DAYS 9t.72 /
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AFIRE HYDRANT L=9' W=4.5/10.5
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TO BE REINFORCED WITH 2so o TO BE SEEDED 'a REMOVED C #
0 ASPHALT '< NAG S75 MATTING / v TEMPORARY SEDIMENT BASIN 2
WITHIN 7 DAYS 25 LF L=220', W=70', D=3'
O STAPLE PATTERN D 20 LF 24"CMP -4IP RAP '
GRAVEL /v 14 � SIDE SLOPES- 2:1
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WETLANDS ERB INS 289/,8/5 S BOTTOM OF BASIN: 287.80'
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INVERT OOOF RISER:2287 80'
s /1° I CLASS B 18" THICK SIDE SLOPES OF BASIN ARE TO
- - JUTE NETTING I TO BE SEEDED !!!
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BE SEEDED WITHIN SEVEN DAYS.
OINLET PROTECTION k \ \ -WITHIN 7q DAYS G n 0 *"ATTACH A 1.5" FAIRCLOTH SKIMMER
Q 10' UTILITY & N / L� PROJECT NAME
e ! (OR EQUAL) WITH 1.4" ORIFICE FOR
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DITCH 16 JN I DURING CONSTRUCTION.
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OV I DITCH 10 19 W
v TO BE REINFORCED WITH I TRAIL
FARMS
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2 \ TO BE REINFORCED WITH 15 REMOVED Iv 17
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TO BE REINFORCED WITH BOTTOM / 2
DB 3395, PG 642 _f ,- / U
PC C, SLIDE 644-B \ ,, �- NAG S75 MATTING O JN
STAPLE PATTERN D c� FENCE TO BE �
\ IUj ix
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k INV 295.10 __ ---0��;�n� \ N RIP RAP DISSIPATER
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300.63 __
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f- 30 300 �10' UTILITY EASEMENT 245.92 I � FERNCLIFF DR 2g5 �- EASEMENT
DITCH 11 - 2sa 295.79 '
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M STAPLE PATTERN D WITHIN 7 DAYS M 29s.7s -
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DRAINAGE EASEMENT I / CI z 3 REMOVED - SF SF DITCH 7 _-- _"" - --_ CLIENT
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WITHIN 7 DAYS M 294.51 Q -
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k NAG S75 MATTING i� rl I DRAINAGE
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5 05 STAPLE PATTERN D 4' DITCH = h I �I I AREA
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STAPLE PATTERN E C11I before you dig.
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\ DESIGNED BY: CALEB
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CHECKED BY: SCOTT
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N 597,931.878 -.�•
E 2,015,087.598 -• LOC- LO� _
Z NC GRID NAD 83 1/2" - - TEMPORARY
w (20„) '� coNSTRucrloN DATE RELEASED
ENTRANCE
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1/2' 5/a„ 5/a.. 5/a.. 5�8 --- __���__ 1235 (ADCOCK ROAD
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LL Y ERa \-' DB 4177, PG 2935 A&G RESIDENTIAL, LLC 5/8" ERB --1 ( IN FEET ) SHEET NUMBER
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PB 2023, PG 266 ERB Z
m - I N/F I / 3 5/8 N/FC -31
o - KFNNFTH I _ CUMMINGS ERB SIGNATURE HOME BUILDERS, INC '
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 72HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED '
m PB 2004 PG 464 U `D