20170375 Ver 1_Bridge 110320 Burke Plans_20170330

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PROFILE (HORIZONTAL)
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PROFILE (VERTICAL)
DESIGN DATA
ADT 2010 = 230
V = 25 MPH
FUNC CLASS =
LOCAL
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B URl�� CO U1�1 T Y
LOCATION: BRIDGE NO. 320 OVER RUSSELL CREEK ON SR 1241 (ADVENTIST CIRCLE)
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
WETLANDS AND SURFACE WATER IMPACTS PERMIT
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PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 17BP.13.R.43 = 0.029 MILES
LENGTH STRUCTURE TIP PROJECT UBP.13.R.43 = 0.004 MILES
TOTAL LENGTH TIP PROJECT 17BP.13.R.43 = 0.033 MILES
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Prepored in ihe Office of Motte�n & Croig for
DIVISION 13
NORTN CAROLINA DEPARTMF.NT OF TR9NSPORT9T/ON
10(2 STANDARD SPEClFICATIONS
RIGHT-OF-WAY DATE: �qMES VOSO, PE
PRoJfiCT F,NGlh'EER
LETTING DATE: DANA BOLDEN, PE
X]'DR9ULIGS F,NCINELR
NCDOT CONTACT: PAUL SPROUSE, PE
llf�TSION l3 BRIDG6 NXOJEC7 MANAGER
'41'A'16 B�'A'IE PROJe(J�' RBPBRBN4� � �� �gryg �
�V n�n 1LA ��alLgpnllA,a51� 1L
sr��e rnae��r No. ..e.oxw.rro. oeeExiv�voa
17BP.13.R.43 P.E., WVJ, UTIL.
17BP.73.R.43 CONST.
ROADWAY DESIGN ENGINEER
P.E.
tcxnru�:
HYDRAULICS ENGINEER
PERMIT DRAWING
SHEET 1 OF 3
PLA11lS PREPARED BY:
�� ��V`I Mattern & Craiq
V CONSULTING ENGINEERS • SURVEYORS
12 BROAD STREET
ASHEVILLE, NORTH CAROLINA
�828> 254_22�,
FAl( [phone]

DETAIL A
SPECIAL LATERAL DITCH
( No} ro Smle)
� Fronf
�',�(E� Ditch
Nofural � �F�' Slope
Ground ?; � p
D
Min. D= 2Ft.
FROM -L- STA. 12 + 08 LT TO -L- STA. 12 + 30 LT
F/LTER FABR/C A�'D
R/P RM CLA55 //
ay cHeNHe� eayKs
N� EXCAyAT/0l/ aV�Y ?YP1
r_ � /5'TNK'K ��
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eeNcn nrPi
i5-O
2r-ro�
WLET CHANNEL
rl�or ra scAi.E�
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ICE RIVEROSPRINGS
MORGANTON. LLC
DB 1763 PG 676
BEGIN TIP PROJECT I7BPJ3.R.43
-L- STA 11+50
-----—� �-----
vio�r�aN N07£ePLME SiuS Wy£ f00T �NSiOE OF
BEI�CN mP! /NLET Ny0 OVTtET OF TnE CULVERT.PLME
se�cr��CKviu AN aoarroNAe siu nuv�yAr NoHc rne
lHATNE j/ATERIAU �%A7ERILABM�RyE.�CU�ERT �'/lHrNAiryEO
` BED NAT£RiK S/M4M /N SiZE TO CLA55
�� r siu •g eia enP.wesiaze �yrrN c�ass •g
� R/P RM ff NEEOE0.
CULVERT INTERNAL CHANNEL
rpor ro sca��
EXC4yAT/0l� FI[TER FABR2 Ny0
R/P RAP CLASS ll
O�y �`� fAI��EL BNyKS
> � �
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r
vio�r�ah
BEI(CN 17YP/ p=9'
2l-N'
OUTLET CHANNEL
�� To �a�,
� SPEC/AL CUT DIrCH I
� SEE DETA/L 'A'
2
�. LO1115E P. MORGAN �
DB i805 PG 872 �i
I
; � BEGIN CULVERT
� � � -L- STA 12+3/24
�a
LOUiSE P. �ORGAN
DB 1805 PG 872
/
W
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END TlP PROJECT ITBPJ3R.43
y� -L- STA 13+25 /�
�/
JA�ES B. MORGAN
,o� DB 937 PG 739
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P�exiriNe e
,�
- �—
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Q�� EIyD CULVERT
-L- STA 12+5326
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JAMES B.MORGAN
DB 859 PG n02
PROJECT REfERENCE NO. I SHEET NO.
2W SHEET NO.
ROADWAY DESIGN HYORAULICS
ENGINEER ENGINEER
:e f Mattern & Craig
0,///�� CONSULiiNG ENGiNEERS -S�HYErONS
z eaoeo sraeer
�828x�yi�LZ=�NORFdz�B�e1�25< 4562
50 25 � 55a �a�
SCALE
PERMIT DRAWING
SHEET 2 OF 3
RUSSELL CREEK
(DWQ CLASS: WS-III)
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
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BRI�GE HYDRAULIC DAT A
�ESIGN DISCHARGE = 230 CFS
DESIGN FREQUENCY = 2 YRS
DESIGN M�Y ELEVATION = 1255.8 FT
BASE DISCHARGE _ 1100 CFS
BASE FREQUENCY = l00 YRS
BASE Hy� ELEVATION = /259.69 FT
OVERTOPPING DISCHARGE = 550 CFS
OVERTOPPIN� FREOUENCY = 5 +/— YRS
OVERTOPPING ELEVATION = 1258.6 FT
� - - END PAVEMENT _ - .
� - BEGIN PROJECT STA. 13 �i-00.00 Exisrdyc ceAye[ - �
1,27Q srA. n+so.00 e� = i,zse.zo �oeo 1,270 Pl = 10+10.00
EL N 1,258.32'
� - BEGIN GRADE - - � . . _ . _ - � , .
� �
� - - � STA. 11+75 - - �
. . - . � EL = 1,258.45 a�SED � � / . . . . - nj � . . � .
1,26Q �R,� � 1,260 1,260 r-�i.0000�ry 1,260
. _ . , _ . . , �+1p;5000'/. ,. . .�- . . . . . . . . . . J . . . . .
. . � � �� LEND . P� � rR BLEND GRAVEL - �S`3g80% �
- - TO I.�VYSE � �25969 TO PROPOSED - � �
. . - �EX/STIl�G PlyEO �'S�E ?i2558 - . . . - - � . .
EXIST � I� PAVEMENT
1,25Q _ �'"n. . �s=,zs�naaTE,a-,e-i; 1,250 . . . . . . . . . . 1,250 1,25Q
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10+00 10+50 11+00
1,24Q : 1,240
10+00 11+00 12+00 13�-00 14+00
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DETAIL A
SPECIAL LATERAL DITCH
( No} ro Smle)
� Fronf
�',�(E� Ditch
Nofural � �F�' Slope
Ground ?; � p
D
Min. D= 2Ft.
FROM -L- STA. 12 + 08 LT TO -L- STA. 12 + 30 LT
F/LTER FABR/C A�'D
R/P RM CLA55 //
ay cHeNHe� eayKs
N� EXCAyAT/0l/ aV�Y ?YP1
-- ��y _
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eeNcn nrPi r
2 �
WLET� CHANNEL
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ICE �Rly�k SPRINGS 5,
MORGANTON. LLC
DB i763 PG 676
BEG�H TIP FRUJEC� �78� 13.Fr�;3
-L- STA lH_50 _
� — _ � � .-1 � � � — � �
vio�r�aN N07£ePLME SiuS Wy£ f00T �NSiOE OF
BEI�CN mP! /NLET Ny0 OVTtET OF TnE CULVERT.PLME
se�cr��CKviu AN aoarroNAe siu nuv�yAr NoHc rne
lHATNE j/ATERIldJ �%A7ERILABM�RyE.�CU�ERT �'/lHrNAiryEO
` BED NAT£RiK S/M4M /N SiZE TO CLA55
�� r siu •g rna RnP.wesiaze {yrrN c�ass •g
� R/P RM ff NEEOE0.
CULVERT INTERNAL CHANNEL
rpor ro sca��
EXC4yAT/0l� FI[TER FABR2 Ny0
R/P RAP CLASS ll
O�y �`� fAI��EL BNyKS
> � �
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r
vio�r�ah
BEI(CN 17YP/ p=9'
2l-N'
OUTLET CHANNEL
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SPEC/AL CUT DIrCN I
SEE DETA/L 'A'
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LOU15E P. MORGAN�� -� ��
DB 460.��872 .�i
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-L- STA 12+.5326
O
JAMES B. MORGAN
DB 859 PC 1102
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ENC TlP PROJECT l7BPJ3.R.43
-L- STA 13+25 �;�
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DB 937 PG 739
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PROJECT REfERENCE NO. I SHEET NO.
2W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
:e f Mattern & Craig
0,///�� CONSULiNG ENGiNEERS -S�HYErONS
y z eao�o sraeer
�828�Z5��it01�Rsdz�Bie1�25� 4562
50 25 0 50 100
SCALE
PERMIT DRAWING
SHEET 3 OF 3
RUSSELL CREEK
(DWQ CLASS: WS-III)
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�
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T. . . - � - . . , _ . ,
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B. . . . . . . - . . _ . . . .
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� -L-
m - - , END PROJECT - . . . . . . . . . . . . . . . . . . . . _ . . �/�� . . . . . . . . .
y. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . : . . . . . . . . . . . . . . . , , , , , , , , , , . . . , , . STA. 13+25.00 . . . . . . . . . . . _ . . � - - D V V � � � . . . . . . . . . .
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BRI�GE HYDRAULIC DAT A
�ESIGN DISCHARGE = 230 CFS
DESIGN FREQUENCY = 2 YRS
DESIGN M�Y ELEVATION = 1255.8 FT
BASE DISCHARGE _ 1100 CFS
BASE FREQUENCY = l00 YRS
BASE Hy� ELEVATION = /259.69 FT
OVERTOPPING DISCHARGE = 550 CFS
OVERTOPPIN� FREOUENCY = 5 +/- YRS
OVERTOPPING ELEVATION = 1258.6 FT
� - - END PAVEMENT _ - .
� - BEGIN PROJECT STA. 13 �i-00.00 Exisrdyc ceAye[ - �
1,27Q srA. n+so.00 e� = i,zse.zo �oeo 1,270 Pl = 10+10.00
EL N 1,258.32'
� - BEGIN GRADE - - � . . _ . _ - � , .
� �
� - - � STA. 11+75 - - �
. . - . � EL = 1,258.45 a�SED � � / . . . . - nj � . . � .
1,26Q �R,� � 1,260 1,260 r-�i.0000�ry 1,260
. _ . , _ . . , �+1p;5000'/. ,. . .�- . . . . . . . . . . J . . . . .
. . � � �� LEND . P� � rR BLEND GRAVEL - �S`3g80% �
- - TO I.�VYSE � �25969 TO PROPOSED - � �
. . - �EX/STIl�G PlyEO �'S�E ?i2558 - . . . - - � . .
EXIST � I� PAVEMENT
1,25Q _ �'"n. . �s=,zs�naaTE,a-,e-i; 1,250 . . . . . . . . . . 1,250 1,25Q
5J
10+00 10+50 11+00
1,24Q : 1,240
10+00 11+00 12+00 13�-00 14+00
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
an Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 12+31±to 12+53± Culvert 0.011 0.008 41 20
2 12+31±to 12+53± Riprap Banks 0.017 46
TOTALS: 0.028 0.008 85 20
Revised 3/37/05

�����y,,�,���, North Carolina Department of Transportation
Slc)rt 13sV'E�Tc'r
,
,, . .. Highway Stormwater Program �'
STORMWATER MANAGEMENT PLAN
(Version 2.06; Released June 2016) FOR NCDOT PROJECTS
WBS Element: 176P.13.R.43 TIP No.: County(ies): Burke Page 1 of 2
General Project Information
WBS Element: 17BP.13.R.43 TIP Number: Project T pe: Brid e Replacement Date: 6/28/2016
NCDOT Contact: Paul F. Fisher, P.E. Contractor / Designer: Desi ner (Dana Bolden) - Mattern & Craig Consultin En ineers
Address: Hydraulics Unit Address: 12 Broad Street
1020 Birch Ridge Road Asheville, N.C. 28801
Ralei h, 27610
Phone: [phone] Phone: [phone]
Email: pfisher ncdot. ov Emaii: d'bolden matternandcrai .com
Cit ITown: Old Fort Count ies : Burke
River Basin(s): Catawba CAMA County? No
Wetlands within Project Limits? No
Pro'ect Description
Project Length (lin. miles or feet): 175 LF Surrounding Land Use: Woods / Open Grass Land
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 0.1 ac. 0.1 ac.
Typical Cross Section Description: The approaches to the culvert will be 20-foot pavement width providing two 10-foot lanes One approach is +/- 16' gravel providing two 8' lanes and one approach is 18'
and six foot grassed shoulders. pavement provideing two 9' lanes both have three foot grassed shoulders.
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 380 Year: 2025 Existin : 190 Year: 2000
General Project Narrative: The purpose of this project is to replace Bridge No. 320 on SR 1241 over Russell Creek in Burke County. Existing bridge is 1@ 16'-6" feet long. The replacement structure will
(Description of Minimization of Water be a 21'-10"x5'-8" aluminum box culvert. The roadway alignment and grade of the new structure will be approximately the same as the existing structure. There will be no direct
Quality Impacts) discharge into the stream. Storm drainage will sheet flow off roadway on outlet side and is collected into vegetated ditches and diffused over rip-rap on the inlet side of the
roadway.
Waterbod Information
Surface Water Bod 1: Russell Creek NCDWR Stream Index No.: 11-35-3-5
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply III WS-III
Su lemental Classification: None
Other Stream Classification:
Im airments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: Buffer Rules in Effect: Catawba
Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? N/A Qf yes, provide justification in the General Project Narrative) Qf yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

][j�f ��� ���� North Carolina Department of Transportation
�i[li"111GV'r,ii#'T i
Highway Stormwater Program �
STORMWATER MANAGEMENT PLAN -
(Version 2.06; Released June 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.13.R.4: TIP No.: County(ies): Burke Page 2 of 2
Bridge to Culvert Avoidance and Minimization
Proposed tructure ummary
Sheet No. 8� Station Sheet No.: 4 Station: 12+42.27 Number of Barrels: 1
Drainage Area (ac or sq mi): 2.4 sq. mi. Barrel Width/Diameter (ft): 21'-10"
Surface Water Body: (1)Russell Creek Barrel Height (ft): 5'-8"
Culvert T e: Aluminum box culvert Culvert Length (ft) 40'-6"
Avoidance and Minimization Efforts: Culvert is designed to minimize stream impact by being the minimum length to provide an adequate roadway cross section and by placement at or
(Bridge to Culvert) near natural streeam grade. Culvert will include sills and low flow channel to closely match existing stream bed.
Stream Slope Fish and/or Aquatic Life Passa e
Existing Average Stream Slope (%): 2.06 % Existing Low Flow Channel Dimensions The existing low flow channel is approiximately
Proposed Culvert Slope (%): 2.14 % in the Stream: 14 feet wide
Culvert Burial
Proposed Culvert Burial Depth (ft): 1'
Existing Streambed Material: Cobbles and gravel with some coarse sand Proposed Low Flow Dimensions The low flow channel through the culvert will
Through the Culvert: be 14 feet wide at the base and 16 feet wide at
Proposed Sills/Baffles: Culvert will include 1 foot sills at each end and at the the top
mid-point xisting ow ow e ocities in t e
Stream (fUs): 7.75 (Q2)
ropose ow ow e oa ies roug
the Culvert (ft/s): 7.75 (Q2)
Alternating Low Flow Sills/Baffles: The low flow sills will extend the width of the
culvert
Culvert/Stream Alignment
Stream Patterns Upstream and The stream is of uniform slope immediately up and down stream of the culvert with an existing sharp bend upstream
Downstream of the Culvert that Could
Affect Fish Passage and Bank Stability:
Bed Forms Impacted by Culvert (riffles, Stream is generally shallow and free flowing through project area; no signifigant bed forms will be impacted
pools, glides, etc.):
Low Flow Floodplain Bench Required? Yes Low flow channel was provided to match existing stream channel
(provide justification)
Sharp Bends at Inlet/Outlet? No
describe culvert ali nment with stream
Stream Realignment Necessary? (provide No
justification)
Bank Stabilization: Streambanks to be stabilized with Class II rip rap for approximately 30 feet up and down sterem from culvert
Outlet Velocities
Natural Stream Channel 2-yr Velocity (ft/s): 7.76 Natural Stream Channel 10-yr Velocity (ft/s): 11.91
Proposed Culvert 2-yr Outlet Velocity (ft/s): 7.75 Proposed Culvert 10-yr Outlet Velocity (ft/s): 8.81
Roadway Geometric Considerations
Evaluate/Describe Roadway Geometric Constraints:
The proposed culvert has been designed to generally maintain the roadway alignment with slight improvement to the cross-section.