NCC205640_MODIFICATION Supporting Documents_20210728

From:
Matthew Osborne
To:
Meaan Baum
Cc:
David Evans
Subject:
RE: [EXTERNAL] Culvers Restaurant Winston-Salem (A/P #: EN2000176) (Cityworks Tracking Number:
Date:
Thursday, July 29, 2021 9:07:47 AM
Attachments:
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image007.png
imaae008.ona
imaae009.Dna
Number of Recipients: 1
Sent: 07/28/2021 10:12:32 AM
Sent by: Matthew Osborne
To: [e-mail]
Cc:
Bcc:
Subject: Review Completed - Culvers Restaurant Winston-Salem
Attachments:
Application Type: 04.02) Grading/Erosion Control Permit
Workflow: 04.02) Grading & Erosion Control
Project: Culvers Restaurant Winston-Salem
A/P #: EN2000176
Acreage to be Disturbed: 2.58
https://winston-salem.idiplans.com/secure/project/?12rojectid-455179
Hello Donna Williams,
Thank you for submitting your project to City of Winston-Salem. Review of the plans for this project have been
completed. The design is adequate to meet the ordinance standards and the plans have been approved.
If you have not already done so, please provide an original signed and notarized Financial Responsibility/Ownership
form. This document is required prior to the issuance of the Grading/Erosion Control Permit. If this has already been
provided, then please disregard this statement.
If this project will disturb more than 1 acre or is part of a larger common plan of development, the Grading/Erosion
Control Permit cannot be issued until documentation is provided that coverage under the NCGO1 Construction
Stormwater Permit (NPDES) has been obtained. Please obtain coverage under the permit at the following website
(https://edoes.deq.nc.goy/Forms/NCGOl-NOI). Once coverage is obtained please upload a copy to the project
documents in the electronic plan review system. The Grading/Erosion Control Permit will not be issued until proof of
coverage under NCGO1 is provided.
As outlined in the Unified Development Ordinances (UDO) of Winston-Salem/Forsyth County, Village of Clemmons,
Town of Lewisville, and Town of Walkertown, Erosion Control Division staff may periodically inspect sites of land
disturbing activity to determine compliance with the Erosion Control ordinances and the approved Erosion Control
Plan. No person shall willfully resist, delay, or obstruct an authorized representative, employee, or agent of the
Erosion Control Division while that person is inspecting or attempting to inspect a land disturbing activity under the
ordinance.
Should you have any questions as you move forward please feel free to contact our offices. We will be happy to assist
you.
Matthew Osborne, CFM, CPESC
Erosion Control/Floodplain Program Manager
City Of Winston-Salem
Field Operations Department
Erosion Control Division
PO Box 2511 (Mailing)
100 E. First Street, Suite 328 (Physical)
Winston-Salem, NC 27101

Office: 336-747-7453
Mobile: [phone]
Fax: [phone]
Electronic Plan Review Application Portal:
https://winston-salem.idtplans.com/secure
Electronic Plan Review Application Instructions:
https://winston-salem.idtplans.com/secure/training/manual
NOTICE: Beginning May 1, 2018, all Grading/Erosion Control, Floodplain Development, and Watershed Protection
Permit Submittals MUST be submitted electronically.
From: Megan Baum <[e-mail]>
Sent: Thursday, July 29, 2021 8:18 AM
To: Matthew Osborne <[e-mail]>
Subject: [EXTERNAL] Culvers Restaurant Winston-Salem (A/P #: EN2000176) (Cityworks Tracking Number: )
Good morning, Matthew,
I uploaded the stamped sheets and submitted the Modified NOI, but they are requiring written correspondence that the increased
disturbed area is approved. They did not accept the stamped plans by themselves. Can you provide an approval letter?
MEGAN BAUM
Project Coordinator I BOWMAN
880 Island Park Drive, Suite 400, Charleston, SC 29492
0: [phone] 1 D: [phone]
mbaumPbowman.com I bowman.com
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EROSION AND SEDIMENT CONTROL LEGEND
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LIMITS OF DISTURBANCE (2.58 AC)
EROSION AND SEDIMENT CONTROL INITIAL PHASE SEQ ENCE OF CONSTRUCTION:
(SCHEDULE PROVIDED AS PART OF CONSTRUCTION SEQUENCE IS FOR INFORMATION ONLY.)
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF WINSTON \ \ ` \ / \ "`: "` ' •':
SALEM INSPECTIONS. 1\\ \ \ \ \1 \ — � � � � � — J \ :'�•�f��.�:..�s�...;;.:;::,::.,::::..
PROPOSES- CONS TION ENTRANCE
2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE -CONSTRUCTION CONFERENCE SLE DETAIL 4 ON SHEET C302
AND INSPECTION SCHEDULE. X�\�\ � \ \ �\\ \\ � — — � ft I \ \ I \ /I I I �.•...4 .„'
2.1. SELF INSPECTION -- EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTING LAND -DISTURBING
ACTIVITIES, LARGER THAN ONE ACRE, MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF \�\ \ \ \ \ \ 11 III \ I I ) / " %. :''.''; '''_' :`'•`
THE PROJECT, AND DOCUMENT THE INSPECTION IN WRITING ON APPROVED FORMS f\\ \ \N\ \ \\ \ \\ bq 1 I I / I y'r; ''�:•''�'t. ';'1 ;+ r+ �i%
AVAILABLE FROM THE CITY OF WINSTON-SALEM INSPECTIONS OFFICE.
M
2.1.1. THE PHASES ARE AS FOLLOWS: 0 \ \ N \\ — N/F
1\ II 6RAINAG5 AREA 1: 0.72 C f '�
• INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. v� \ \ \ J�MSPIN# 6 17L03 DEVELOPMENT LLC w I f..:,►.:."'•`..'`.�,.,..:=;'.�. � �.;:.:;;
• CLEARING AND GRUBBING OF EXISTING GROUND COVER. ? \\\\\ \\\ \1 \ I I
\ \ \ \DB.3246, PG. 243
• COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS. \\ \ \ N/F \ / U "'; '';:._:•,.'..\
• INSTALLATION OF STORM DRAINAGE FACILITIES. i \ \\ \ \I II / EMSITE DEVELOPMENT LLC �►w I r...;. f;.'•':...
• COMPLETION OF CONSTRUCTIONS OR DEVELOPMENT. 2n� \\\� \\ 11 0 / \ z I I portion of \ Y /'.�_•�•�', :::',:.::';'��Y,x.
• ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION. \ \ \ \ , I PIN# 6817-73-9184
\ \ \ 1\ / 9 I (DB. 3246, PG. 243) I I '
57115.33 Sq. Feet
3. CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS
1.311 Acres II I I1 / I..�,.::::;�.''.,..:',..::,'''• .:::`::r:':`::'r.::,'.=.:'`;.:,:' :.` �`
FOLLOWS:
3.1. TEMPORARY CONSTRUCTION ENTRANCE/EXIT izl,3.2. TEMPORARY SEDIMENT BASINS. FOR SITES OVER ONE ACRE, OUTLET STRUCTURES \I.
z
1 :; •'.• .':,ar: ,,.,:1
[SKIMMERS] THAT ONLY WITHDRAW WATER FROM THE SURFACE OF THE BASIN, SHALL BE \\� \\ \ \ \\ �' — — \ I 1 f';:..: • '
UTILIZED. NO SEDIMENT TRAPS OR ROCK DAMS ALLOWED.\
\ \ \ \ \ \ \ \\ I I oo /co • ".'• ::�?..:':'. .:\"•:. 99 SNC LLC
3.3. TEMPORARY DIVERSION BERMS
3.4. TEMPORARY SILT FENCING Pill 6817-83 3089
DB. / ';i' :,.;..: '�•"-.:: (3368, PG.2225)
3.5. SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES (INCLUDING "CLEAN" WATER\\� \ \ \ \ \ I I r- ,• .``.
DIVERSION) UPON COMPLETION OF CONSTRUCTION. SEE GROUND STABILIZATION CRITERIA \\\ \ ` — - ��__ C \ \ \ \ \ 1 \ i.::.•:'::.:.., :, s
BELOW FOR MORE INFORMATION. 2 DSEWER EASEME \ \ II ':., � .=: :' ••.' '
'91j (pB 605) • 'w`'';, _i:.4r.•',:.' ' Y
4. BEGIN CLEARING, GRUBBING, AND STRIPPING OF SITE AS REQUIRED. EARTHEN-MATERIA 40, PG. 80 \ I " : •'' 'r:'
STOCKPILES ON -SITE FOR LATER DISTRIBUTION AND/OR REMOVAL, AREAS DEDICATED FOR -_\ \ '909- - \ \ IP70
MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC f \ °° P�=� �� >� \ s so — — ----\ \
WASTE, AND HAZARDOUS OR TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM\\ \ \� 8
STORM DRAIN INLETS AND SURFACE WATERS (UNLESS IT CAN BE SHOWN THAT NO OTHER / — _ — �\ \ \ \ - --- a vim— s \ \ 1 \ // :`.'r :" ;:::•.:�
/ —�\\ \ _ \ -�- — \ \ 1 \ DRAIN E AREA 2: 0.35 AC
ALTERNATIVES ARE REASONABLY AVAILABLE), AND WITHIN AREAS PROTECTED BY EROSION / / \ \ \ � ' = ��_ � � 5 '�•'�`x:;;. r
CONTROL MEASURES. )\906o
EROSION AND SEDIMENT CONTROL MAINTENANCE PLAN \ \ \ \ \\ ��\ \ \ \\\ \ \ \ — /� s04, ` 73 W \ I\ 1I1 \ \ \ // / / rY' ''':f <•;.;'..:'
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND FUNCTION \ \ \ \ \\ \\ \ \ \ \ / - 03, 7'\ \ \\ \ \ 1 \ 1 \ // / "n `�+ " �•'+'
EACH WEEK AND FOLLOWING EACH RAINFALL EVENT. \ \ ��\ \\ \ 902
\ , _ \ \ I \ /n l l.. ;�.., ` ` `•..'• �'``-:.,; s''
2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME HAS
REACHED 50%CAPACITY. 899— U
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN \ \ \ �- \ \ \\ / / _$g$ — — — — — \ \ \ \ \ \ 0,
DEPTH EXCEEDS APPROXIMATELY 0.5'. REPAIR AND REPLACE SILT FENCE AS NECESSARY.\ \ \ 1 III \� / / _ J \ \ \ I /
I r'r:.: �•_.•�:"''..
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4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER CONSTRUCTION \ II (/ l/I IIr, \ \ \y\ I
INCLUDING "CLEAN" WATER DIVERSION BERMS. RE-GRADE/REPAIR BERMS AS REQUIRED. \ \ ((( (1 r \ \ 1\ \ 1
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5. CONTRACTOR SHALL APPOINT AN ON -SITE INSPECTOR AND MAINTAIN RECORDS OF INSPECTIONS
IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES STORMWATER DISCHARGE
PERMIT FOR CONSTRUCTION ACTIVITIES. o�°o° \\ \ \ I I I 111 I ° �0 \ \ III
x °°° °° °°� 1 I ofi I I 1 1 c� / \ EIP 1/2„
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GROUND STABILIZATION CRITERIA
STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION TIMEFRAME EXCEPTIONS
TIMEFRAME
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, & SLOPES
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 1 O' OR LESS IN LENGTH & ARE
NOT STEEPER THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES > 50 FEET IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE
SLOPES FLATTER THAN 4:1
North Coro l ino one -Co I I Center
2300 W. Meadowview Road, Suite 227
Greensboro, North Carolina 27407
[phone]
2 DAYS BEFORE DIGGING IN
NORTH CAROLINA
CALL I-&®®=652=4�4�
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
THE UNDERGROUND LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTILITY LOCATIONS.
CcII 5E�:ORE you ®Icz;1
''It's The Law'
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1\\ \ \ \ I 1 I I 1 \ \ 1:•�� : I • :.:•., I 1 / / / / / / / / \\ PLANS APPROVED FOR CONSTRUCTION
11 � \ \ 1 \ \ \ \ \ ;:.; / / . �•� I I I // / // / / AC /QVI� AD1+C1�A // / / % �
#'roll -sz-35 / / / / This plan complies with Chapter 8, Section 4 - Erosion Control
I \ \\ I 1 1 \ \ J /� j �� / / / (� (// / /(de%ao 5(PG2 / / �_ _ _ _ _ _ = of the Winston-Salem/Forsyth County Unified Development
/ L�J \ \ \\ \\\ \\\\ \� _ —_ Ordinance. A printed set of the stamped/approved plans must
�_____________ X
\\ \\ \ \ be kept on the construction site for reference when installing
/x_x required erosion control measures.
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PLAN STATUS
2/16/21
UTILITY REVISIONS
4/6/21
CITY OF WINSTON-SALEM
5/28/21
CITY OF WINSTON-SALEM
7/16/21
CITY OF WINSTON-SALEM
7/23/21
CITY OF WINSTON-SALEM
DATE
DESCRIPTION
HW
DESIGN
HW
DRAWN
YY
CHKD
SCALE
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JOB No.150048-01-00
DATE
APRIL, 2020
FILE No. 150048-D-CP-001
NC LICENSE No. C-3556
Cad file name: V:\150048 - Culver's\150048-01-001 (ENG) - Culver's Restaurant Winston-Salem\Engineering\Engineering Plans\Construction Plans\150048-D-CP-001-ESP.dwg 7/23/2021
LOD HAS BEEN REVISED TO 2.58 AC
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EROSION AND SEDIMENT CONTROL LEGEND
—gr�— PROPOSED SILT FENCE
LOD LOD LIMITS OF DISTURBANCE
PROPOSED GRAVEL
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IP STORM DRAIN INLET PROTECTION
SILT FENCE STONE OUTLET
ETEMPORARY SEEDING SCHEDULE
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TOP \�\ \ \ 11 all \ Cl) I P) �: 'F• f
EROSION AND SEDIMENT CONTROL INITIAL PHASE SEQUENCE OF C NSTRUCTION: J�MSITE DEVELOPMENT LLC \ - •..:.„
(SCHEDULE PROVIDED AS PART OF CONSTRUCTION SEQUENCE IS FOR INFORMATION ONLY.) �� \I I PIN# 6817-73-9184
2\ \\ \ � \\\ \\ \ (DB.3246, PG.243) I I
1. BEGIN SITE GRADING. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE �2\ \\ \\ \I ll / I EMSITE DEVELOPMENT LLC
C� I portion of
0
MAINTENANCE PLAN. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED. �c\ \\ \ \\ II c� / / \ z I Y ..•:.:.•.:.:..:.:-.,
PIN# 6817-73-9184
\\v \ \� \ / 2 I z /'.��;:'�� �:`��'�::''�:'`,•�:-:v
2. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES. STORM PIPING SHALL BE INSTALLED TO THE (DB.3246, PG. \\ \\ \\ / \
57115.33 Sq. Feet [- ......: • .
POINT WHERE IT ENTERS EACH DEVICE. COMPLETION OF PIPING WILL ONLY BE ALLOWED ONCE THE
N \ \ 1.311 Acres : • .."..':�.:... ..; ....: z
SITE HAS BEEN DEEMED STABLE BY THE EROSION CONTROL INSPECTOR. INSTALL PROTECTION -•
AROUND ALL INLETS AS STORM DRAIN SYSTEM IS INSTALLED.
3. PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE SITE (AT APPROXIMATELY 45 DAYS PRIOR TO \ \ \\ �\ \ \ \ Ahl
DEMOBILIZATION), THE FINANCIALLY RESPONSIBLE PARTY (OR THEIR DESIGNEE) WILL NOTIFY JOE \ \ \ \ \ \ \ \ \ ; \ \ _ I °; �, •:.•,f;.,:.,;f; :,:.'>�° :C�. N/F
FOGARTY (CITY OF WINSTON-SALEM STORMWATER ENGINEER, 336-747-6961) AND THE DESIGNATED j\\� \` \ \ \ \ — \ \\ \ l / o /`° r'`'�:'''' .:'':`:!':': 99SNC LLC
EROSION CONTROL INSPECTOR OF THEIR ANTICIPATED DATE TO LEAVE THE SITE. AN ON -SITE /� '[ : ' PIN# 6817-83 3089
\ \ M ; :.::..... ...:.:. .
INSPECTION WILL BE CONDUCTED PRIOR TO THE LEAVE DATE BY MR. FOGARTY AND THE �\ \ \ — \\ \ \ I Cl (DB. 3368, PG.2225)
DESIGNATED EROSION CONTROL INSPECTOR TO MAKE CERTAIN ALL ACTION ITEMS HAVE BEEN
ADDRESSED BY THE CONTRACTOR.SEWER
(Dg. EMENT 1 I 1 :::::.::- i:; ":.::.:,:'•.; ..:.•. �., .:., ::
4. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN \\ 2010, PG. 1605
ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. REMOVE EROSION \ \ \\ \ s \ \\ ` 917(PB. 40, PG. 80 )
CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR. ) \ '':'::�• .';::::'` .�::•:`
EROSION AND SEDIMENT CONTROL MAINTENANCE PLAN \ P — \ \ ��� = a �g Ts)
5. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND FUNCTION EACH
WEEK AND FOLLOWING EACH RAINFALL EVENT. 905
6. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME HAS REACHED \ \ \ \\ \ \ — I / \ •':i Y•::'' ': :
50 CAPACITY. \\\ \ \ \ \\ 4, W
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7. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN DEPTH f \ \ \ \ \ \ \ / 902,
EXCEEDS APPROXIMATELY 0.5'. REPAIR AND REPLACE SILT FENCE AS NECESSARY. \\\ \ \ \ �\\ \ \\ \\ \ \ / sot — — — _ \ \ �� \ 1 \ / f , 4x~ :...:..,•..: ,'. �..:
8. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER CONSTRUCTION
INCLUDING "CLEAN" WATER DIVERSION BERMS. RE-GRADE/REPAIR BERMS AS REQUIRED. \� \ ! \\\\\ \ 899—BC
9. CONTRACTOR SHALL APPOINT AN ON -SITE INSPECTOR AND MAINTAIN RECORDS OF INSPECTIONS IN
ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES STORMWATER DISCHARGE PERMIT
FOR CONSTRUCTION ACTIVITIES.
((rr � \ \ 1\\ \ \ 1 1 E�EN�IO ANT
PERMANENT STABILIZATION 0�DiPBP40 mil— o
ANY DISTURBED AREA IS TO BE SODDED
\f 'lot I 1 I1 1 c� 1 / \ EIP 1/2„
GROUND STABILIZATION CRITERIA
STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION TIMEFRAME EXCEPTIONS
TIMEFRAME
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, & SLOPES
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 1 O' OR LESS IN LENGTH & ARE
NOT STEEPER THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES > 50 FEET IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE
SLOPES FLATTER THAN 4:1
North Coro l ino One -Coll Center
2300 W. Ideadowview Road, Suite 227
Greensboro, North Carolina 27407
[phone]
2 DAYS BEFORE DIGGING IN
NORTH CAROLINA
CALL
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
THE UNDERGROUND LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTILITY LOCATIONS.
Coll 5E�:ORE you ®Icz;1
''It's The Law'
REBAR
I I I
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11
PLAN STATUS
2/16/21
UTILITY REVISIONS
4/6/21
CITY OF WINSTON—SALEN
5/28/21
CITY OF WINSTON—SALEN
7/16/21
CITY OF WINSTON—SALEN
7/23/21
CITY OF WINSTON—SALEN
DATE
DESCRIPTION
HW
DESIGN
HW
DRAWN
YY
CHKD
SCALE
H'
V:
JOB No.150048-01-00
DATE
APRIL, 2020
FILE No. 150048—D—CP-001
NC LICENSE No. C-3556
Cad file name: V:\150048 - Culver's\150048-01-001 (ENG) - Culver's Restaurant Winston-Salem\Engineering\Engineering Plans\Construction Plans\150048-D-CP-001-ESP.dwg 7/23/2021
LOD HAS BEEN REVISED TO 2.58 AC
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TONS
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TONS
S.Y.
TONS
Fey=
12"
2
5
5
2
5
1
4
2
1
4
15"
2
7
7
3
7
1
5
3
2
6
18"1
3
10
9
4
10
2
7
4
2
8
24"
5
14
15
7
15
3
11
7
4
12
30"
8
21
21
11
22
1 5
16
11
7
17
36"
11
28
29
15
30
7
22
16
10
23
42"
15
37
39
20
39
10
28
22
13
30
48"
-
-
49
26
50
-
-
28
17
38
54'
-
-
60
33
62
-
-
36
21
47
60"
-
-
73
40
75
-
-
44
26
56
66"
-
-
87
48
89
-
-
54
32
67
72"
-
102
1 57
104
-
-
64
38
78
NOTE:
FOR CALCULATION PURPOSES
CLASS 'B' RIP RAP = 100 LB -
CLASS I RIP RAP = 105 LB
B
PLAN
�D SLOPE 11/2:1 OR FLATTER
11
D
j
T
FILTER FABRIC
m SECTION A -A
N
PIPE OUTLET WITH DITCH
H= RIP RAP TO TOP OF PIPE (MAX. H = D + T)
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
:HEFT 1 nc 1 T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
876.02
1
RIP RAP DETAIL
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SECTION B-B
PIPE OUTLET WITHOUT DITCH SHEET 1 OF 1
876.02
TOP AND BOTTOM S'
SHALL BE 10 GAUGI
USE GEOTEXTILE A MINIMUM OF
36" IN WIDTH AND FASTEN ADEQUATELY
TO THE POSTS AND WIRE AS DIRECTED.
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 5 LINE WIRES WITH 12" VERTICAL
SPACING.
PROVIDE 5'-0" STEEL POST OF
THE SELF -FASTENER ANGLE STEEL
TYPE.
FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
SURFACE.
NTS 2
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= CC U PRESERVATION P
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NOTES
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OF TREE BARRIE
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
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TRUCKS.
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2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
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ALL
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BY ALL CONSTRUCTION VEHICLES.
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3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
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TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
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a
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
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4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
W
BE DETERMINED BY THE ENGINEER.
V
7.
USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVEDCE
Z
BY THE ENGINEER.
o
8.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
LL
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
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NOTE:
PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE
1 OF 1
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_1_1607.01
4
CONSTRUCTION ENTRANCE DETAIL
NTS,_
FOR LATE WINTER AND SOIL AMENDMENTS:
EARLY SPRING: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE: MULCH:
RYE (GRAIN) - 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL
OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE) MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES: EROSION OR OTHER DAMAGE
JAN. 1 - MAY 1
FOR SUMMER: SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
GERMAN MILLET - 40 LB/ACRE MULCH:
(A SMALL -STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
SEEDING DATES:
MAY 1 - AUG. 15 MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL: SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE MULCH: /
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH l/
SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30 TOOL /
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
1
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
7
TEMPORARY SEEDING SCHEDULE
NTS
0
PLAN VIEW OF ROOT ZONE
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
GEOTEXTILE
COMPACTED FILL--,,,,
,
4„ ' STEEL POST - 2'-0" DEPTH
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
SILT FENCE DETAIL
ONE FOC
INCH OF
OR 1/2
FOR PRUNING SEE WHICHEVI
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
DEAD TREES AND SCRUB OR Ul'
GROWTH SHALL BE CUT FLUSH
ADJACENT GRADE. NO GRUBBIN
ALLOWED UNDER DRIP LINE.
2"x4" STANDARDS + 1 "x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
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1605.01
NTS
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
4
10 a4 54 100 21 ib M0 1000
DISCHARGE, FT31 SEC
MANAGEABLE
2 FOOT
CONTAINMENT
AREA
STEEL POST
WIRE FENCING
(I' APPLICABLE)
WOVEN FILTER FABRIC -
4' MAX.
CLASS 1 OR 2
RIP -RAP WITH
b •INCHES Of
WASHED STONE ON
UPSTREAM FACE
- LIFT
STRAPS
-OVERFLOW PORTS
DUMPING
STRAPS
STORM
INLET
DANDY SACK TN
DANDY SACKTN TO BE INSTALLED AFTER FILTER FABRIC INLET
PROTECTION IS REMOVED FOR PAVING AND TO REMAIN IN PLACE
UNTIL STABILIZATION IS MET AND ENGINEER APPROVES REMOVAL.
1. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM
VICINITY OF UNIT AFTER EACH STORM EVENT.
2. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK
INTO THE DANDY SACK UNIT. IF UNIT IS MORE THAN 1 FULL OF
ACCUMULATED SEDIMENT, THE UNIT MUST BE EMPTIED.
3. TO EMPTY UNIT, USING THE LIFTING STRAPS LIFT THE UNIT OUT
OF THE INLET AND REMOVE THE GRATE. TRANSPORT THE UNIT
TO AN APPROPRIATE LOCATION FOR REMOVAL OF THE
CONTENTS. HOLDING THE DUMPING STRAPS ON THE OUTSIDE AT
THE BOTTOM OF THE UNIT, TURN THE UNIT UPSIDE DOWN,
EMPTYING THE CONTENTS. REINSTALL UNIT.
4. FOR OIL AND SEDIMENT MODEL; REMOVE AND REPLACE
ABSORBENT WHEN NEAR SATURATION.
5. DISPOSE OF UNIT AND/OR ABSORBENT IN ACCORD WITH
APPLICABLE FEDERAL, STATE AND LOCAL ENVIRONMENTAL
LAWS AND REGULATIONS.
* NOTE:
1. FILTER SACKS TO BE USED FOR BOTH CURB INLETS AND CATCH
BASIN INLETS
INLET PROTECTION
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES.
2. CLASS I OR 2 RIP -RAP SHALL BE USED AND COVERED WITH 06INCHES OF NCDOT #5 OR
#57 WASHED STONE ON THE UPSLOPE SIDE.
RK MULCH, PLACE BARK 3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
i AT AREAS NOT 4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
:CTED BY BARRIER. DIRECTION OF THE INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
NOTE: CONTRACTOR CAN USE A
MIXTURE OF CLASS B AND CLASS I
RIPRAP AND USE THE LARGER
STONES AS NEEDED FOR
STABILIZATION
CLASS 1 OR 2
RIP-RAP-\t' WIN.
POST
WASHED STONE
(NCDOT /5 OR #57)
FLOW
NTS
MAINTENANCE NOTES:
i. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
OR REMOVED IT.
3, SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
6 SILT FENCE STONE OUTLET DETAIL
8'
Outlet Protection Design
Outlet Pipe Dia, in
15
Peak discharge, cfs
4.69
d 50, in
6
La, ft
8
3D°, ft
3.75
W, ft
9.25
D
6 SY CLASS B RIPRAP
3.75' 9.25'
MINIMUM REQUIRED RIPRAP PER NCDEQ
Outlet Protection Design
Outlet Pipe Dia, in
15
Peak discharge, cfs
4.69
d50, in
6
La, ft
32
3D°, ft
5
W, ft
9.25
RIPRAP DATA
5'
PROPOSED RIPRAP
NTS
9.25'
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048306
11110
PLAN STATUS
2/16/21 UTILITY REVISIONS
4/6/21 CITY OF WINSTON-SALEN
5/28/21 CITY OF WINSTON-SALEN
7/16/21 CITY OF WINSTON-SALEN
7/23/21 CITY OF WINSTON-SALEN
DATE DESCRIPTION
I
HW HW YY
DESIGN DRAWN CHKD
SCALE H'
V:
JOB No.150048-01-00
DATE APRIL, 2020
FILE No. 150048-D-CP-001
NC LICENSE No. C-3556
Cad file name: V:\150048 - Culver's\150048-01-001 (ENG) - Culver's Restaurant Winston-Salem\Engineering\Engineering Plans\Construction Plans\150048-D-CP-001-ESP-DET.dwg 7/23/2021 FO
SHEETC3 02