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PID:22340115
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EROSION CONTROL PLAN j
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REAL ESTATE/FINANCE DEPT
PID:22339149
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INSTALLATION / 11 J a 61 PG 187
KRG TORINGDON MARKET, LLC
PIN:22323109
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PIN:22323154
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\ GREENWAY VILLAGE COMMUNITY
ASSOCIATION INC
\ PIN:22324345
\ DB 33364 PG 758
MB 62 PG 326
1. Surface water draw down devices (risers or skimmers) shall be installed in all
sediment basins. Forebays shall be used in conjunction with all sediment basins.
Rock forebay embankments may be used in lieu of porous baffles.
2. Polyacrylamides (PAM) shall be used to reduce turbidity and suspended solids
whenever a sediment trap, basin, pit, hole or building foundation is being pumped
out to remove sediment laden water. PAM is not required when any of the above is
being pumped to an approved sediment basin on site. This activity must be
inspected and approved by the City of Charlotte/Mecklenburg County erosion
control inspector.
3. Double silt fence shall be used along wetlands, streams, lakes or other surface water
bodies as well as adjacent to all S.W.I.M. or other Water Quality Buffers. High hazard
silt fence with wire backing and washed stone will be installed as determined
necessary by the City/County Engineer or field inspector.
4. A 10-foot undisturbed buffer shall be provided around the outside edge of drainage
features such as intermittent and perennial streams, ponds and wetlands. Incidental
drainage improvements or repairs will be permitted within the buffer as approved by
city/county staff.
5. Installation of temporary ground cover or seeding must be performed within five (5)
working days or slope drains installed after fill slopes are brought up in height.
LEGEND
-�
EXISTING SIGN
EIP
EXISTING IRON PIN
EXISTING LIGHT POLE
EXISTING UTILITY POLE
R/W
RIGHT-OF-WAY
EXISTING TREE TO REMAIN
EXISTING FIRE HYDRANT
®W
EXISTING WATER VALVE
®WM
EXISTING WATER METER
EXISTING SEWER MANHOLE
�D
EXISTING STORM MANHOLE
MH I
•
PROPOSED STORM MANHOLE
❑
EXISTING DRAINAGE STRUCTURE
DI I
PROPOSED DRAINAGE STRUCTURE
HARDWARE CLOTH & GRAVEL INLET PROTECTION
BLOCK & GRAVEL INLET PROTECTION
SILT SACK INLET PROTECTION
TEMPORARY ROCK CHECK DAM
TEMPORARY GRAVEL ENTRANCE
OUTLET PROTECTION
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
--�
PROPERTY LINE
-x-x-x-
EXISTING FENCE
UGE
EXISTING UNDERGROUND ELECTRIC LINE
OH/U
EXISTING OVERHEAD UTILITY LINE
T
EXISTING UNDERGROUND TELEPHONE LINE
SS
EXISTING SANITARY SEWER LINE
W
EXISTING WATER LINE
G
EXISTING GAS LINE
- - XXX -
EXISTING CONTOUR LINE
XXX
PROPOSED CONTOUR LINE
_
EXISTING STORM DRAINAGE PIPE
PROPOSED STORM DRAINAGE PIPE
LIMITS OF GRADING/CONSTRUCTION
WI WI
TEMPORARY DIVERSION SWALE
TEMPORARY TREE PROTECTION BARRICADE
TEMPORARY SILT FENCE WITH TREE
PROTECTION BARRICADE
-HHF-
HIGH HAZARD SILT FENCE WITH TREE
PROTECTION BARRICADE
-SSF-
SUPER SILT FENCE WITH TREE PROTECTION
BARRICADE
EXISTING TREELINE
ZL
ADDENDUM 4
SKIMMER BASIN #5, SEDIMENT
TRAP #6, LIMITS OF HIGH
HAZARD/ SUPER SILT FENCE,
SEQUENCING NOTES/ LABELS
Know what's below.
Call before you dig.
100 0 50 100 200
SCALE: 1 =100'
Ardrey Kell Relief
High School
12218 North
Community House Rd
Charlotte, NC 28277
Owner
...............................................................................................
Charlotte -Mecklenburg Schools
3301 Stafford Drive
Charlotte, North Carolina 28208
[phone]
Architect and Landscape Architect
.................................. ...........................................
RATIO
227 Fayetteville Street, Suite 301
Raleigh, or Carolina 27601
[phone]
Structural Engineer ..............
Lynch Mykins CORPORATION NO. C-4360
415 Hillsborough Street, Suite 101
Raleigh, North Carolina 27603
[phone]
Mechanical / Electrical Engineer
............... ............................................
Optima CORPORATION NO. C-0914
1927 S Tryon St. Ste 300
Charlotte, North Carolina 28203
[phone]
Civil Engineer.............................................................
Benesch CORPORATION NO. F-1320
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, North Carolina 28208
[phone]
Envelope Consultant......................................................
Richard Nuhn Engineering
1913 Thayer Circle
Greensboro, North Carolina 27407
[phone]
Food Service
....................................................................................................
KRM Food Service Design
4230 Folkston Drive
Charlotte, North Carolina 28205
[phone]
Telecommunication Consultant
.................................................................................................................
Carolinas Telcom Solutions
3850 US Hwy 601 N
Mocksville, North Carolina 27028
[phone]
Acoustics Consultant
....................................................................................................................
Thorburn Associates
2500 Gateway Centre Blvd
Morrisville, North Carolina 27560
[phone]
SEALIDATE
CORP. NC LICENSE: F-1320
• .�
r� s
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iW =s
'O
y
.•-'�02
r_
SHEET ISSUE
1
PERMIT SET
10/18/21
2
LUESA REVIEW 1ST CYCLE
11/23/21
3
BID SET
1/10/22
4
ADDENDUM 4
2/2/22
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAIS GIVEN IN
RATIO CONSUANTNG
TO TH S AGREEMENT
EEMEN W ONLY RATIO.
NO OTHER USE, DISSEMINATION OR
DUPLICATION MAY BE MADE WITHOUT PRIOR
WRITTEN CONSENT OF RATIO. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND OTHERWISE
ARE HEREBY SPECIFICALLY RESERVED.
..........
PROJECT NO. 19086.000
SHEET TITLE
EROSION CONTROL
PLAN - PHASE 1
OVERALL
SHEET NUMBER
C200