NCS000541_OTHER_20100811

STORMWATER DIVISION CODING SHEET
PERMIT NO.
DOC TYPE
❑FINAL PERMIT
❑ MONITORING INFO
❑ APPLICATION
❑ COMPLIANCE
OTHER
DOC DATE
❑
YYYYMMDD

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BEFORE YOU DIG
CONTACT THE ONE -CALL CENTER
1-800-632-4949
Ex, 15" Renfarced Cc1Aaete _� _ _ _ _ UndergFowd Fjw 15 of N` N`5 1 l54 --
152-811 9tic Lie f1ji1P� j2-; IS \` � fs
_4 52/
154.1d
N O Edge of Asphalt 15• Ren 153.33 S4.
1-wire Ovwbood Power i_:e - dalcrets es L' �S
_-�appraxinvte woterlirte_lowtio„' ° Poe
TO HWY. 72 a of
of
LEGEND
LIMITS OF DRAINAGE AREA
LIMITS OF DISTURBED AREA
TEMPORARY DIVERSION-*TD--*TD
TEMPORARY SEDIMENT
TRAP WI BAFFLES
TEMP- CONST, ENTRANCE
OUTLET STABILIZATION
STRUCTURE
EXCAVATED DI PROTECTION
ewe
=
SWALE W/ JUTE MATTING
ROCK PIPE INLET PROTECTION
a
SEDIMENT FENCE
HARDWARE CLOTH & GRAVEL
INLET PROTECTION
b? P+ �� y�
J $ \
�pp'oocv-
LF�.15" RCF - CLA ' V a 0. y
/ NQ CD pale \ YES 'D' . INV. 151.80' S�
b°°* CLEAN DITCH AS NEEDED TO
d�g6 ESTABLISH GRADE
DRAINAGE STRUCTURE TABLE
STRUCTURE
DIMENSIONS
ELEVATION
STRUCTURE
DIMENSIONS
ELEVATION
DI-1
TOP OF GRATE
151.90
JB-1
TOP LID
154.13
INVERT BOTTOM
149.40
INVERT BOTTOM
150.63
15" OUT
149.461
ALL IN
150.63
15" OUT
150.63
DI-2
TOP OF GRATE
154.00
JB-2
TOP LID
154,20
IIWERT BOTTOM
149.00
INVERT BOTTOM
149.70
fi I N
150,90
6" IN
151.10
15" IN
149.00
15" IN
14R95
18" OUT
149.00
18" OUT
149.70
DI-3
TOP OF GRATE
154.00
JB-3
TOP LID
153.86
INVERT BOTTOM
148.50
INVERT BOTTOM
149.36
6" iN
150.90
6" IN
151.10
18" IN
148.50
18" I N
149,36
18" OUT
148.50
18" OUT
149.36
DI-4
TOP OF GRATE
154.00
J B-4
TOP LID
154,30
INVERT BOTTOM
148.37
INVERT BOTTOM
148.94
6" I N
150,90
6" IN
150.00
12" IN
148.37
18" IN
148.94
12" OUT
148.37
18" OUT
148.94
DI-5
TOP OF GRATE
154.00
INVERT BOTTOM
148.87
fi IN
160.90
12, OUT
148.87
DI-6 TOP OF GRATE 151.30
INVERT BOTTOM
147.30
18" IN
14T30
24" OUT
147.30
DI-7 TOP OF GRATE 152-68
INVERT BOTTOM
149.18
18" IN
149.18
18" OUT
149.18
DI-8 TOP OF GRATE 153.13
INVERT BOTTOM
150.33
15" IN
150.33
15" OUT
150.33
DI-9 TOP OF GRATE 151.75
INVERT BOTTOM
148.25
18" IN
148.25
18" OUT
14826
DI-10 TOP OF GRATE 151-50
INVERT BOTTOM
148.00
12" IN
148.00
24" IN
14&00
24" OUT
148,00
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REMOVE EX. ASPHALT=
RIVE & 15" RCP
Vt,J 1 C.
''ROVIDE LOCAL CSX ROADMASTER MIN. 30 DAYS
WRITTEN NOTIFICATION PRIOR TO RFGINNING WORK.
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A 1 C 4 LF - 15" �R K % S6 •Sty`
o FES E - INV: EL, 151.1
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10' 0' x 1.5\p°d �2 3
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LEGEND
EXISTING CONTOUR
154'
PROPOSED ELEVATION
+ 147.0'
DIRECTION OF FLOW1.
0 #"
PROPOSED PIPE
+. .�
RAIL FXTFN0S
AN ADUL 205' 10
EX. WHH1.
SIOPS AT LNG
LK WHEEL.
STOPS AT
h0 END
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GO,�ON
SURVEY PROVIDED BY:
WALKER SURVEYING CO.
205 CYPRESS STREET
ELIZABETHTOWN, N.C. 28337
PHONE- [phone]
DEE❑ REFERENCE: BOOK 597 - PAGE 067
GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM HIS ACTIVITIES- CALL UTILITY LOCATION
SERVICE A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION.
2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN
ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL
STANDARDS & SPECIFICATIONS.
THIS LAYOUT IS NOT SUITABLE FOR USE
AS AN OFFICIAL PROPERTY SURVEY OR
FOR REC',ORDATtON PURPOSES.
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DRAWN BY: RAW
SCALE: 1 "=40'
CAD FILE NO:
RR-1A.10-3-10
SHEET
RR-lA