SW4211202_Plansheet C3.1 - Grading_Drainage Plan_20220520 (2)

I
I APPROX. LOCATION OF
FORSYTH COUNTY AND
0.75" IRON PIPE SET 2" IRON PIPE DAVIDSON COUNTY LINE
AT DISTURBED PIPE FOUND
8" TALL
2" IRON PIPE
/ FOUND
I � I / S 89°11'05�E — 0.'5' IRON PIPE -89°1435"E
1 3.48' / 172.241T TAL OUND,
385.50' TOTAI
/ \ #4 %BAR \ \ N 89159'54'`€
LOT 1
JANIES COLTER I 1 \ \ \
DB 1` 68 PG 667
PB 61 PG 21 I I
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\ DB 1868 PGy667 \ 1 � � �\ \ \ \ \ \ \ \ \ \
A,ETILAN
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0.75" IRON PIPE POND
FOUND \ WATER ELEVATION
\ 7/21/21
p
Ilk
/ N
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/ e13�160�G2339/
826•
All 01
GA�kANCA/RRIA BOLT / — _ \ 826
FOUND�
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\ \\ \ 49.16' / / 1" IROfy.P✓PE 1 —
_ \ / !06"22'08"W / FOUND
199.96'/
/ /
-0&-2-326-PAa U— / I ' - MARGRADELt D;(VIS
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— ' — 0-75 IRON PIPEIN 01'07'18"E
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I FOUND OFF LINE \
S 01 °00'20"W \
I 1.69' TIE
0.75" IRON PIPE 0.75" IRON PIPE
FOUND
/ % I 12" TALL / S 89°45'25"� FOUND `^ 0.75" IRON PIPE CM
/ 293.78�TQiAL v FOUND FOUND
17 / N 89°45'25` W \ \ N 89°49'5
PIPE ' O'1'RON PIPE 167.69' TIE \ 345.48'
1
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lb
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— — — 830
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\ _ — — / / / FOUND
/ _ 132.76' TIE ,
/ I I I I / I / / / — #5 REBAR
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00 " ----- / 1 5/8SOLID IRON
/ I / 1 00 RODFOUND
OFF LINE 0.2'
/ I
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5 NATHAN WEAVER /
DB 2434 PG 617 '
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/ I ' SET
_ I 1 T9'x70' I I /
— BENCHMARK
TO qL 1 _ IT EASEMENT IBOLT WITH TAG
\ \ _ ELEV: 861.32'
am ��' N01°00'20"E
WV22.28' TIE \
P Pill
wsezzs' W �- UB,' POINT AT DISTURBED AXLE CM
FA FOUND
\ \ 00 _ — _ _ N 86°08'27"W —
o CO — — - — 467414IE- -
$0' R/W PER
SITE DATA
OWNER/ PIN: 6821-02-69-8499 '►
DEVELOPER: ISENHOUR HOMES, LLC
3411 HEALY DRIVE, SUITE A
WINSTON SALEM, INC 27103
PHONE: [phone]
TODDISENHOUR
[e-mail]
ENGINEER: ALLIED DESIGN, INC.
4720 KESTER MILL ROAD
WINSTON-SALEM, N.C. 27103
PHONE: [phone]
FAX: [phone]
STEVE M. CAUSEY, P.E.
[e-mail]
VICINITY MAP
NOT TO SCALE
Inr.l Zr.wIvmly .�r"a�Nri .�""
CHANNEL
hFPTI-I�
DITCH SECTION
NOT TO SCALE
KEY NOTES
OA NEW BRICK OR CONCRETE GRATED DROP INLET
WITH CONCRETE COLLAR. NCDOT STANDARD
840.17, 840.18, 840.19, 840.26, 840.27, OR 840.28
WITH NCDOT 840.29 GRATE.
O NEW CONCRETE FLARED END SECTION. NCDOT
STANDARD 310.01.
OC NEW CONCRETE HEADWALL. NCDOT STANDARD
838.01.
®NEW DITCH LABEL. REFER TO SHEET C7.3 FOR
DETAILS.
STORM SYSTEMS SHALL BE
CLASS III RCP.
PIPE OUTLET
STABILIZATION
(OUTLET 100)
PIPE DIAMETER=15"
LENGTH APRON=10'
WIDTH APRON=11.3'
dmax=0.4'
APRON THICKNESS=0.6'
NCDOT RIPRAP CLASS=A
PIPE OUTLET
STABILIZATION
(OUTLET 200)
PIPE DIAMETER=15"
LENGTH APRON=10'
WIDTH APRON=11.3'
dmax=0.4'
APRON THICKNESS=0.6'
NCDOT RIPRAP CLASS=A
PIPE OUTLET
STABILIZATION
(OUTLET 300)
PIPE DIAMETER=15"
LENGTH APRON=10'
WIDTH APRON=11.3'
dmax=0.4'
APRON THICKNESS=0.6'
NCDOT RIPRAP CLASS=A
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
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SITE
FINAL
GRADING
PLAN
SHEET
240
C3.1