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LIMITS OF DISTURBANCE = T
EASEMENT
I OP OF L URB 805. 83'
(,'URB INLET ' /
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TOP OF CURB 805.83' /
GENERAL NOTES-
1 . SEE GENERAL CONSTRUCTION NOTES ON OG-003.
2. SEE EROSION AND SEDIMENT CONTROL NOTES ON
OG-004.
3. SEE TRAFFIC CONTROL NOTES AND DETAILS ON
SHEET C-505.
4. EXCAVATION LIMITS ILLUSTRATED FOR INFORMATION
PURPOSES ONLY. LIMITS ESTABLISHED BY APPLY 18'
VERTICAL CUT AND 1:1 SLOPE TO EXISTING GRADES.
5. ON MARCH 7 2024 A BASE FLOW OF 1 OCFS WAS
OBSERVED AT MONARCAS CREEK. A BANK FULL FLOW
OF 341 CFS. WAS CALCULATED FROM NCSU REGIONAL
CURVES AND 50% (2-YEAR) AEP FLOOD FLOW RATE
OF 625 CFS WAS CALCULATED USING USGS URBAN
REGRESSION EQUATIONS. THE CONTRACTOR SHOULD
PROVIDE SUFFICIENT BYPASS PUMPING TO PREVENT
CONSTRUCTION POLLUTION AND SEDIMENT LOSS TO
MONARCAS CREEK.
- - - - / ' '' ' ' GRA TE 805.13'
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TAX P.I.N. 6817-95-0859.00 / / // /' / // 0 20 40
SCALE 1 "=20'
0 04/2024 95% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
NOT FOR
CONSTRUCTION
MRSIORMPM
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
CITY PROJECT NO. 661031
Winston-Salem, North Carolina
EROSION AND SEDIMENT CONTROL PLAN
PHASE 1
FILENAME 110381723-01CG101.DWG
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SHEETS 01 C-505 AND 01 C-506.
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DAVID R. SPEAR
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PERMANENT SA�T/ARY SEWER
DETAIL ON 01CG112 AND STORM DRAINAGE EASEMENT
TEMPORARY COFFER DAM, I -
REF. DB 3490 PG. 2077
SEE STREAM DIVERSION SA . SEWER MH
/ l /PERMANENT STORM DETAIL ON 01C-403 RIM 799.32' / m PHILLIP M. HOBBS
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DRAINAGE EASEMENT IN IN (S) 79256, cr-
� TAX P.I.N. 6817-95-2994.00
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` N TAX P.I.N._ 6817-95-2994.00
LIMITS OF STREAM
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TAX P.I.N. 6817-95-0859.00
/\ \ -7a9 0 20' 40'
SCALE 1 "=20'
0 04/2024 95% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
S }-
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
_----------- - _ - - -- - - - -- - - --- -- -- ------------------ ---- ----- - - - - - - _ _ ----------------- INLET PROTECTION
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L------------ --- - ___--------------
- _----------------4 GAS PLASTIC e / -- �' \ --\ TEMPORARY COFFER DAM
MAIN, APPROX. 4' UT MONARCAS CREEK _________ ____,____=___I ____ \'
_ � DEPTH OF CO1/EE-_____ ____---- ------------------� - - - - _ _ _ _ _ _ _ _ _� - - _ PDE PERMANENT DRAINAGE EASEMENT
------ - ------ --797-----_---------- _- - -'
--
/ ,LIMITS OF DISTURBANCE = O 0 - - TCE
/ 1'
--- o, '�°��' RIGHT OF W Y `b� TEMPORARY CONSTRUCTION EASEMENT
'-------
NOT FOR
CONSTRUCTION
WH810flUrm
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
CITY PROJECT NO. 661031
Winston-Salem, North Carolina
EROSION AND SEDIMENT CONTROL PLAN
PHASE 2
FILENAME 110381723-01CG102.DWG
SCALE 1 1 " = 20'
SHEET
01CG102
7
C
IV
0