NCC216593_Site Plan or Location Map_20211129

0.75" IRON PIPE SET
AT DISTURBED PIPE
2" IRON PIPE
/ FOUND
1L48' I / / /i S 89°11'-TA
172.24 OTl
/ X T \ #4 f E BAR
\ N 89�59'54"€ \ \ \
\ O \ \ \149.96\TIE
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I APPROX. LOCATION OF
I FORSYTH COUNTY AND
2" IRON PIPE DAVIDSON COUNTY LINE
FOUND
8" TALL
1'0.751IRON PIPE S 89°14'35"E
UND/ / 385.50' TOTAL
LOT 1
JA ES COLTER/
DB �868 PG 667
PB\61 PG 21
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WETLANDS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
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POND
0.75" IRON PIPE -
' `, \ m WATER ELEVATION
/ FOUND 1211i21
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FOUND
12" TALL
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FOUND OFF LINE \
S 01 °00'20"W \
1.69' TIE
0.75" IRON PIPE
/ S 89°45'25"E, FOUND `^ / 0.75" IRON PIPE CM
7 - / FOUND FOUND/ i
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/ 167.69' TIFF \ —� 345.48' I
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SITE DATA
OWNER/ PIN: 6821-02-69-8499 "
DEVELOPER: ISENHOUR HOMES, LLC
3411 HEALY DRIVE, SUITE A
WINSTON SALEM, NC 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]
CHANNEL
DEPTH
VICINITY MAP
NOT TO SCALE
NORTH AMERICAN GREEN
CHANNEL LINER
x x
WIDTH
DITCH SECTION
NOT TO SCALE
iT<ACT B /
—------�/ �/ /91CHAELE,ZER /
DB 2369'PG 548—
/ IPB-4PG5//
/ I
KEYNOTES
— — — — — / / / / I — — — — — 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.
NEW CONCRETE FLARED END SECTION. NCDOT
STANDARD 310.01.
NEW CONCRETE HEADWALL. NCDOT STANDARD
I �
838.01.
NEW DITCH LABEL. REFER TO SHEET C7.3 FOR
\ \ \ \ \\ I N o I( C ! / ® DETAILS.
~ ` 1
\ \ \ \ \ \ �o�
\ \ \ oM \
\ \ \ \ \ \ \ \ \ \ \ \ STORM SYSTEMS SHALL BE
\ \ \ \\ \\ \\\ \\\ \\ \\ \ \\ CLASS III RCP.
/
/ 1 PIPE OUTLET
STABILIZATION
(OUTLET 100)
PIPE DIAMETER=15"
/ 1 LENGTH APRON=10'
WIDTH APRON=11.3'
#5 REBA / lq-86°18'39"W I dmax=0.4'
132.76' TIE I _ / APRON THICKNESS=0.6'
— NCDOT RIPRAP CLASS=A
---- / #5REBAR /
/ — — — FOUND
5/8" SOLID IRON PIPE OUTLET
ROD FOUND / I STABILIZATION
OFF LINE 0.2'/ / I I (OUTLET 200)
PIPE DIAMETER=15"
LENGTH APRON=10'
_ — — — WIDTH APRON=11.3'
v TRACT A / dmax=0.4'
/ NATHAN WEAVER / APRON THICKNESS=0.6'
/ NCDOT RIPRAP CLASS=A
(. DB 2434 PG 617
PB64PG5
0 I I I PIPE OUTLET
6
STABILIZATION
/ (OUTLET 300)
\ PIPE DIAMETER=15"
/ LENGTH APRON=10'
WIDTH APRON=11.3'
\ 0.75" ISE N PIPE ' // / I dmax=0.4'
1 APRON THICKNESS=0.6'
BENCHMARK (J / I I NCDOT RIPRAP CLASS=A
a \ FH BOLT WITH TAG
ELEV: 861.32'
N 01 °00'20"E
W� 22.28' T I E
35669�_ P P
u rs�.29W UB,' PGjNT AT DISTURBED AXLE CM
FOUND
E/P _
N 86°0827"W —
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/ GRAPHIC SCALE
-� CON DRIV 60 0 30 60 120
0' �/ PER NCDOT C&G iii!"
` ( IN FEET )
1 inch = 60 ft.
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