C301 EROSION POST

CITY OF STATESVIL
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PERM. OUTLET 1 ` STA TE OF 9�0 6 CAROLINA NORTH / 0 '
CONTROL STRUCTURE C504
TEMP. SEDIMENT 5 /
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\ \ REBA \w \ ` (ZONED: CU -6 5-5) \ FENCE (TYP.) C500
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f 935 FES 34 / 01
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VICINITY MAP - - - - IREDELL COUNTY \ / DENUDED LIMITS 1 936 937 940 / I - / /
- OB 1173 PG X53 1 / 935 AREA,TO REMAIN
NTS ` OB 1 B82 PG 154 \ 1 934 9 /
/ PB37 PG 87 \ \ \ —� / / / / / / / / / / / / NO � �� CT � �a � / C5
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AREA TO REMAIN � \ \ � / � / ��� / / 941 / r 942 -� F 35
I I � \1 - FE / / FES 3 / / / 82' STAND-OFF
933 DISTANCE (TYP.) / DI 3 / DRAINAGE
/ / BOUNDARY
936
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/ /,�I 12 / �— — / gGE`Z / / / / I A/R�A TO REMA/N �i
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/ BAFFLES (TYP.) C500 \ / / I E�PAN�ON
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I \ � ENTRANCE AT THIS LOCATION IF THE I 942 d
DRIVEWAY IS USED DURING ` n / I I
CONSTRUCTION. PLACE JERSEY BARRIERS jk`l \ \ \ / s: / - _ L ,�, / / / °' / /I I J (3)I I
_ACROSS DRIVEWAY IF NOT USED. 9 \�+ k \ �� e I�Jl n6� / / / / 6 -I-�� k� I
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\ \ \ TEMP. SILT 1 _/ �� , �5E E T CI 16 H I
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\ \ 941- 942 MH 13 . / / \
\ / l 126 J C500 SWALE CLEAN WATER
Cl 14 I CI 15
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940 ,94 y� J \ \ \\ \ �,b
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MAPLE x _ _—x —x—x / � � � 07CI 27 / / / 2 0 � � / °��\ � � 9 944 / _ / I 15
- \ DENUDED LIMITS L -x x_ max— - _ 942 111111 \ 10LIJ
- — / / �� y _ 941- - DI 18 / ❑ ❑ I / DENUDED LIMITS \
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TRAN / I I I I I I I �4RiL1YRTLE TYP 1 \ \ 1 \ a o
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-942 LCAT l I ----� \ yw o Z/ S
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a41 ----943---------_ l / \ .rn �w i I `� \ i
m 3 TEMP. TREE PROTECTION / �' - - 945 RS I \ \
C501 BARRICADE (TYP.) \ \ I I l \ EXIS(G WOODED / ° VIII I Iff
\ / AREA TO REMAIN ® i
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/ \ P/N.•47 4571621 t c
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\ I I I TEMP. SILT SACK TYP. / EXIS77NG we
\ 1500 (SEE CONSTRUCTION �a/ s AREA TO R2
I ( I (ZONED: R --V, \ ClCI 21 rx I -
I TEMP. DIVERSION 8 SEQUENCE) / FUTURE I I — FUTURE — —
\ SWALE (TYP.) C500 J / EXPANSION I —
\ f L — DI 9 I I {— 950
—I —1 _ _
\ / / IREDELL / I I 9S`8 °jp'�j m
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CO I I � L --948 �--
DB 7J PGI l I I I I ��° � �\ \ \ � � \ \ � \ \ 1 944 943 944
DB 1082 P7\ I I II 1 \ / / DI 24 4 TEMP. DRAINAGE INLET - - - -I� \ \�
I / PB37 PG 87 I I w I \ _ CI 23 - — - C500 PROTECTION
I I I\ (ZOI\ D: R-22 J I I w \ \ Q 949 946 _ - L� 1 9 0
1 k
950 � � - - - � 945
,946 — - —�-�9 9 TEMP. FILTER
94
M INLET
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L6 C500 PROTECTION (TYP.)
BERM OIL/
DRAINAGE � _p125 °�--944'\
BOUNDARY 4g
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so
\ I UNSUITABL ) ` 2 MP. CONSTRUCTION
(9.11 ACRES) / / / � - /- � 943 TEMP.
ENTRANCE (TYP.) -950
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946 946 _ 946 945
MH 3 947 r I NSUITABLE 501L)
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U,NSu.LTeBL — � � 5' FRONT SETBACK — — 9 0 1
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T - E. i 426513. i�6
� --Z LEGEND
1
EXISTING SIGN = _ _ _ _ = EXISTING CURB AND GUTTER
EIP
EXISTING IRON PIN
PROPOSED CURB AND GUTTER
z
EXISTING LIGHT POLE
PROPERTY LINE
c0?
EXISTING UTILITY POLE
—x—x—x—
EXISTING FENCE
R/W
RIGHT-OF-WAY
UGE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING TREE TO REMAIN
OH/U
EXISTING OVERHEAD UTILITY LINE
EXISTING FIRE HYDRANT
T
EXISTING UNDERGROUND TELEPHONE LINE
SS
EXISTING SANITARY SEWER LINE
®
EXISTING WATER VALVE
W
EXISTING WATER LINE
®WM
EXISTING WATER METER
G
EXISTING GAS LINE
�S
EXISTING SEWER MANHOLE
- -- X;X�' - -
EXISTING CONTOUR LINE
�D
EXISTING STORM MANHOLE
MH I
XXX
PROPOSED CONTOUR LINE
0
PROPOSED STORM MANHOLE
_
EXISTING STORM DRAINAGE PIPE
El
EXISTING DRAINAGE STRUCTURE
11111111L
PROPOSED STORM DRAINAGE PIPE
PROPOSED DRAINAGE STRUCTURE
A A A
TEMPORARY SILT FENCE
TEMPORARY INLET PROTECTION
TEMPORARY TREE PROTECTION BARRICADE
TEMPORARY ROCK CHECK DAM
LIMITS OF GRADING/CONSTRUCTION
LINED GRASS SWALE
TEMPORARY FILTER BERM BASIN
GRASS SWALE
TEMPORARY GRAVEL ENTRANCE
00+ 00+
TEMPORARY DIVERSION SWALE
OUTLET PROTECTION
I
Y:\charlotte\17000100S\17000142.00_Iredell_Safety_Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 EROSION.dwg, C301 EROSION POST, 5/22/2017 10:39:49 AM
SEE SHEET C300 FOR EROSION CONTROL NOTES
Know what's below.
Call before you dig.
NORTH
40 0 20 40 80
SCALE: 1 ° =40'
adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
6ENE,RAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
.* b e In e s c h
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
EROSION CONTROL
PLAN - POST
DEVELOPED
DATE 5,22,2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
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