20201574 Ver 1_SMP (Final)_20210205

(Version 2.08; Released April 2018)17BP.14.R.169TIP No.:County(ies):MaconPage 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year: Existing:Year:Aquatic T&E Species?NoComments:YesNoNoYesDeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)ac.Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:NoneWaterbody InformationNCDWR Stream Index No.:Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Bridge 99 is located on East Vineyard Road (SR 1168). The North Carolina Department of Transportation (NCDOT) is proposing to replace the subject bridge. The purpose of the project is to replace the functionally obsolete 20’ W x 18’ 6” L timber deck on timber joist bridge with a 33’ W x 55’ L x 21” H cored slab bridge unit. Traffic will be detoured onsite utilizing staged bridge demolition and construction. The new bridge unit will sit at a 60 degree skew on 2.5' end bent cap. The existing stable ditches will be maintained. The proposed bridge inteior gutter drainage system inculdes 1 outlet pipe (approx. 6" diameter) located at the southeast portion of the bridge. The drainage outlet discharges 0.10 cfs into a lateral v-ditch which flows north along East Vineyard Road.434 Fayetteville Street, Suite 1500North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:253 Webster RoadAddress:General Project InformationWBS Element:Bridge Replacement17BP.14.R.211WSP Engineers (Ronyell Thigpen P.E.)NCDOT Contact:(828) 631 - 2141Raleigh, N.C. 27601Contractor / Designer:(919) [e-mail]:2.5.2021ClayFranklinPatrick J. BreedloveSylva, N.C. 28779River Basin(s): City/Town:0.5Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoRural Residential & AgricultureVineyard Creek1-5-50.30.095 milesProject DescriptionProposed ProjectHiwasseeNoneSupplemental Classification: Trout Waters (Tr) Wetlands within Project Limits?
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P.R169.210099\Hydro
17BP.14.R.169
See Sheet 1-A For Index of Sheets (Not Included)
See Sheet 1-B For Symbology Sheet
—0-0-0— DETOUR ROUTE
PROJECT
LOCATION
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PLAN FO I'; P
HIGHWAY E
11
•
OPOED
°SION CONTROL
CLAY COUN
J�l
LOCATION: BRIDGE NO. 210099 ON SR 1168 (E. VINEYARD RD)
OVER VINEYARD CREEK
TYPE OF WORK: GRADING, DRAINAGE, WIDENING, PAVING
CORED SLAB BRIDGE AND PAVEMENT MARKINGS
O
JS
BEGIN TIP PROJECT 17BP.14.R.169
-L- STA. 10+50.00
ST VINEYARD'
SR 1168 R,
-AS
0
C
END TIP PROJECT 17BP.14.R.169
-L- STA. 15+50.00
1
0
CV
a
0
z
¢rAn9
two PRWa((r RBPaRAt4 W0.
SHEET
NO.HEETS
SOTAL
NDOD
171/1)114111A140
EC-1
puma Room.
RA.P1toAwa
oI* ldl TRa1
ER,O.SION AND SEDIMENT (ONTROL MEASUUS
tiyikha
I
141341
1'*
1014,
Temporary Silt Ditch
Temporary Diversion
Temporary Silt Fence
Special Sediment Control Fence
Temporary Berms and Slope Drains
Silt Basin Type B
Temporary Rock Silt Check Type -A
Temporary Rock Silt Check Type -A with
Matting and Polyacrylamide (PAM)
Temporary Rock Silt Check Type-B
Wattle/Coil. Fiber Wattle
Wattle Coil. Fiber Wattle
with Polyacrylamide (PAM)
Temporary Rock Sediment Dam Type -A
Temporary Rock Sediment Dam Type-B....�
Rock Pipe Inlet Sediment Trap Type -A
Rock Pipe Inlet Sediment Trap Type-B
Stilling Basin (
Special Stilling Basin
Rock Inlet Sediment Trap:
Type A
Type B
Type C
Skimmer Basin
Tiered Skimmer Basin
Infiltration Basin_
AD
BD
cD
==E
1+
THIS PROJECT CONTAINS
EROSION CONTROL PLANS
FOR CLEARING AND
GRUBBING PHASE OF
CONSTRUCTION.
ENVIRONMENTALLY
SENSITIVE AREA(S) EXIST
ON THIS PROJECT
Refer To E. C. Special Provisions
for Special Considerations.
THIS PROJECT HAS
BEEN DESIGNED TO
SENSITIVE WATERSHED
STANDARDS.
GRAPHIC SCALE
�o
PLANS
PROFILE (HORIZONTAL)
lissi0 to
PROFILE (VERTICAL)
THESE EROSION AND SEDIMENT
CONTROL PLANS COMPLY WITH
THE REGULATIONS SET FORTH
BY THE NCG-010000 GENERAL
CONSTRUCTION PERMIT EFFECTIVE
AUGUST 3, 2011 AND ISSUED BY
THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENT AND NATURAL
RESOURCES DIVISION OF WATER
RESOURCES.
Prepared In the Office of:
NNW
IN SP USA
434 FAYETTEVILLE STREET
SITLE 1500
RALEIGH NC 27601
TEI, 1.919.836.4040
FAX [phone]
LICENSE NC. F-0165
Designed by:
RANA STANSELL, PE, CFM 3597
NAME LEVEL III CERTIFICATION NO.
I
ReyleWed in the Office of:
ROADSIDE ENVIRONMENTAL UNIT
693 Mountain Road
Henderonville, NC 28791
2012 STANDARD SPECIFICATIONS
ReyleWed by:
Roadway Standard Drawings
The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
1604.01
1605.01
1606.01
1607.01
1622.01
1630.01
1630.02
1630.03
1630.04
1630.05
1630.06
1631.01
Railroad Erosion Control Detail
Temporary Silt Fence
Special Sediment Control Fence
Gravel Construction Entrance
Temporary Berms and Slope Drains
Riser Basin
Silt Basin Type B
Temporary Silt Ditch
Stilling Basin
Temporary Diversion
Special Stilling Basin
Matting Installation
1632.01 Rock Inlet Sediment Trap Type A
1632.02 Rock Inlet Sediment Trap Type B
1632.03 Rock Inlet Sediment Trap Type C
1633.01 Temporary Rock Silt Check Type A
1633.02 Temporary Rock Silt Check Type B
1634.01 Temporary Rock Sediment Dam Type A
1634.02 Temporary Rock Sediment Dam Type B
1635.01 Rock Pipe Inlet Sediment Trap Type A
1635.02 Rock Pipe Inlet Sediment Trap Type B
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing

PROJECT REFERENCE NO.
l7BPJ4RJ69
SHEET NO.
EC-2
R'W SHEET NO.
TEMPORARY ROCK SILT CHECK TYPE 'A' WITH
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
SEDIMENT CONTROL STONE
STRUCTURAL STONE
1' MIN
EXCELSIOR
MATTING
B
:,•om,
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.IO -oO�0o _ao
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DQ OQ OQ O
/.,:k
Qo�oo a
(79 oc,42
FLOW
ill
EXCELSIOR
MATTING
PLAN
2/3 CHANNEL
WIDTH
SECTION A -A
A
See Inset A
NOTES:
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01.
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
TO BE APPLIED TO EACH ROCK SILT CHECK.
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
INSET A
CLASS B STONE
1' MIN
1
H = 2' MIN
12"
EXCELSIOR
MATTING
F_F I F_I I F_I 1 F_I I F_I I F=mTf—m—m—m—m 111—m—m—m—m— I_I I I_
SECTION B-B
CLASS B STONE
NOT TO SCALE

DIVISION OryFT'GETwyS
STATE OF NO I'H CA I'AOLINA
PROJECT REFERENCE NO.
SHEET NO.
I7BPJ4.RJ69
EC-3
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
SOIL STABILIZATION TIMEFRAMES
SI T F DFSCRI PT ION
STABILIZATION TOE
T II/EFRAII E EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 301
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 221, 14 DAYS ARE ALLOWED.
SLOPES 3e1OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 421
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.

PROJECT REFERENCE NO.
ITBPJ4.RJ69
SHEET NO.
EC=4LCO STA
ti
BEGIN TIP PROJECT I7BP.14.R.169
-L- POC Sta. 10+50.00
PL WED GRND
PCC Sta. /0+52
BARBARA MASHBURN
SHIRLEY MASHBURN CARTER
SHERRIMASHBURN LAVENDER
DB 196 PG 227
LAWS
rya Hrrn\
,SEPTIC
� PP30X,01REC
FSFPRIVATE *ATE'..
°41'
68.97'
O.
S 16°30'26" E
15.86'
N 26"W
213.37,
POT Sta. /5 +95.00
WILLIARD L. PODLEY, SR.
PATRICIA M. PODLEY
DB 178 PG 61
UNKNOWN
,ER CLAY CO.
S 5° 38' 00.
TROUT STREAM
BUFFER ZONE
PL
EXCAVATE EXISTING ABUTMENTS
AND APPROACH SLAB.
TIE INTO EXISTING GROUND
AT 2:1 SLOPES. STABILIZE BANKS
WITH CALSS II RIPRAP (TYP)
CONCRETE FLUME
N 86°53'21' E
29.79'
STEVEN D. COSTE
PAMELA J. COSTE
DB 383 PG 80
20°,9z6E
vrkk\ 46.86 ',14
ss. PT Sta. 14+87.89
NC GRID
NAD 83 NA 2011
13°p62\
\\6.(8
PATRICIA M. CHAPIN
ROBERT J. CURTIS, JR.
TRACY L. CURTIS
DB 394 PG 18
44
.6F
/OF2`
'1'1'i
'09
90Fc',.
Z 44
bWNER UNKNOWN
S ,.. NO
,
00.3g°
.
s
BARB
s a A9d'Q4 MASHBURN
SHIRLEY MASII4BURN CARTER
SHERRIMASHBURN LAVENDER
15
BRIDGE REMOVAL AND BRIDGE CONSTRUCTION SHALL BE PER
REQUIREMENTS IN THE NCDOT BEST MANAGEMENT PRACTICES
FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL
DEWATER AREA BEHIND IMPERVIOUS DIKES
INTO SPECIAL STILLING BASINS).
RWV SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
CONTRACTOR SHALL INSTALL AN ONSITE CONCRETE WASHOUT
STRUCTURE PER THE NCDOT DETAIL AND SPECIAL PROVISIONS.
ACTUAL LOCATION OF THE STRUCTURE SHALL BE DETERMINED
IN THE FIELD. CONCRETE WASHOUT STRUCTURE SHALL BE
MAINTAINED BY THE CONTRACTOR. ALL CONCRETE TRUCKS SHALL
USE THE CONCRETE WASHOUT STRUCTURE. NO WASHOUT OF
CONCRETE TRUCKS SHALL BE ALLOWED EXCEPT IN THE CONCRETE
WASHOUT STRUCTURE.
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE — B
AND TEMPORARY ROCK SILT CHECKS TYPE — A AT
DRAINAGE OUTLETS.
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION SHEET 4

PROJECT REFERENCE NO.
17BPJ4.RJ69
SHEET NO.
EC:5LCO SL4
ti
BEGIN TIP PROJECT I7BP.14.R.I69
-L- POC Sta. 10+50.00
<9.
'APE
0
0
0
APPR�'
SEPTIC
LOCATION+
APPROX. DIREC
OF PRIVATE WATE
S 20°41'3
PCC Sta. 10+52.5/ 68.9
BARBARA MASHBURN
SHIRLEY MASHBURN CARTER
SHERRIMASHBURN LAVENDER
DB 196 PG 227
O \\
S 16°30'26" E
15.86'
N 26"W
213.37,
POT Sta. /5 +95.00
WILLIARD L. PODLEY, SR.
PATRICIA M. PODLEY
DB 178 PG 61
UNKNOWN OWNER
'ER CLAY CO. GIS
S 5° 38' 00.0" E —
WOODS
EXCAVATE EXISTING ABUTMENTS
AND APPROACH SLAB.
TIE INTO EXISTING GROUND
AT 2:1 SLOPES. STABILIZE BANKS
WITH CALSS II RIPRAP (TYP)
CONCRETE FLUME
w
N
co
0
0
IN
N 86°53'21' E
29.79'
f\I
1
0
cc
/113 N 20°6,9z6E
Ln 46.86 ''.44„
STEVEN D. COSTE
PAMELA J. COSTE
DB 383 PG 80
u
PL
NC GRID
NAD 83 NA 2011
PATRICIA M. CHAPIN
ROBERT J. CURTIS, JR.
TRACY L. CURTIS
DB 394 PG 18
ss. PT Sta. 14+87.89
e
bWNER UNKNOWN
s >.. NO
, °
00.3g°
'Os,. .8,
BARs9dQMASHBURN SHBURN�FiSHIRLEY MASBURN
CARTER
SHERRI MASHBURN LAVENDER
15
RWV SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INSTALL MATTING FOR
EROSION CONTROL IN THE
PROPOSED DITCH LINE.
STA 14 + 00 TO 14 + 75 -L- RT
STA 14 + 50 TO 14 + 65 -L- LT
STA 15+13 TO 15+50 -L- LT

2/5/2021