20201518 Ver 1_BR-0048 Final Permit Drawings_20201030

Highway North Carolina Department of Transportation ���
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St Highway Stormwater Program ,,.7`,
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STORMWATER MANAGEMENT PLAN "'�—
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 67048.1.1 TIP No.: BR-0048 County(ies): Surry Page 1 of 1
General Project Information
WBS Element: 67048.1.1 TIP Number: BR-0048 Project Type: Bridge Replacement Date: 9/10/2020
NCDOT Contact: A. Keith Paschal, PE Contractor/ Designer: Hannah Mann
Address: 1000 Birch Ridge Dr Address: 1000 Birch Ridge Dr
Raleigh, NC 27610 Raleigh, NC 27610
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: [e-mail]
City/Town: Elkin _County(ies): Surry
River Basin(s): Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? No
Project Description
Project Length (lin. miles or feet): 0.26 I Surrounding Land Use: Rural
Proposed Project Existing Site
Project Built-Upon Area (ac.) 1.5 ac. 1.5 ac.
Typical Cross Section Description: NC 268: Two twelve feet wide paved lanes (total 24 feet wide), eight feet wide shoulder NC 268: open shoulder section, two eleven feet wide paved lanes (total 22 feet wide)
on each side (eleven feet wide with guardrail). The first five feet of the shoulder is paved.
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 3720 Year: 2040 Existing: 3520 Year: 2020
General Project Narrative: This project is the replacement of the NCDOT Structure Bridge#850103. The existing bridge length is 210 feet (1 @ 70', 1 @ 70', and 1 @ 70' RC Deck on I-Beams)while the
(Description of Minimization of Water proposed bridge will be 215 feet (1 @ 55', 1 @ 105', 1 @ 55' 63" MBT). Temporary causeways are needed to remove existing abutments and set proposed interior girders. Only
Quality Impacts) one workpad can be placed at a time to maintain 50% of the river width. The existing bridge has 12" HDPE funnel drains on both ends of the bridge. The proposed bridge will
have deck drains on the right side that are outside top of banks and not over the water. The roadway runoff will be discharged onto rip rap pads located as far away from the
river as practicable. A shoulder berm gutter will be placed at the beginning and end of the bridge on the right side to help guide the road runoff to the two 2GIs.
Waterbody Information
Surface Water Body(1): Mitchell River NCDWR Stream Index No.: 12.62-(12.5)
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification:
Other Stream Classification: . None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: 12-62-(12.5) Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? IN/A
Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no,justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

F, �1
W See Sheet IA For Index of Sheets STATE INA STATE STATE PROJECT REFERENCE NO. oT SETS
See Sheet 18 For Symbology Sheet OF ®� �� ®�
DIVISION OF II�[��II� WAYS N.C. BR-0048
F.eTAre Prta.reo. w.aaor.eo. oescrtwroN
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49079.2.1 RNV
00 Q 49079.3.1 CONST
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2/ LOCATION: BRIDGE #103 ON NC 268
BU .: - " ,91);
OVER MITCHELL RIVER
•
i (
L • wi G 'Pa ° PROJECT TYPE OF WORK: GRADING,PAVING DRAINAGE N
l�l La .1
Vli!il. SITE AND STRUCTURE Z
grF¢ YADKIN CO.
��NER
Y� 3 WETLAND AND SURFACE WATER IMPACTS PERMIT �,
0 0
I
o
VICINITY MAP _O Z
illeai END BRIDGE '
BEGIN BRIDGE -L- STA.19+57+/-
-L- STA. 17+42+/-
21141
1� I I1 ` END TIP PROJECT BR-0048
-L- STA. 24+25.00
-L- �m�
/
TO ELKIN --- = - NC 268
y M
'If/rC
tiFe`IPi`F \ TO BURCH
NIBEGIN TIP PROJECT BR-0048/
d` -L- STA. 10+50.00
Ch
o PERMIT DRAWING
VSHEET 1 OF 7
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. DOES ALLIGNATUR DEREDFINAL
,,' UNLESS ALL SIGNATURES COMPLETED
roro E• • CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
VGRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In the Office of: HYDRAULICS ENGINEER
ADT 2020 = 3,520 DIVISION OF HIGHWAYS
LENGTH ROADWAY TIP PROJECT BR-0048 = 0.219 MILES
fq 50 25 0 50 100 1000 Birch Ridge Dr.,Raleigh NC,27610 ®� P8®�p�
ADT 2040 = 3,720 �� ���
z viol K = 10 % 2018 STANDARD SPECIFICATIONS k� ,
PLANS
�o % LENGTH STRUCTURES TIP PROJECT BR-0048 = 0.041 MILES A. KEITH PASCHAL, PE RE 4 7.
� ffr D = 60 SIGNATURE: nu
fH PROJECT MANAGER
50` 25 0 50 100 T = 10 % RIGHT OF WAY DATE: a
��� ■ 1 I 1 1 ROADWAY DESIGN ''
V = 60 MPH DECEMBER 4,2019
TOTAL LENGTH TIP PROJECT BR-0048 = 0.260 MILES TATIA L.WHITE, PE, PLS ENGINEER �# �@
N z PROFILE (HORIZONTAL) * TTST =5% DUAL 5% �� ®�
f_ e
10 5 0 10 20 FUNC CLASS = LETTING DATE: p�W�
::- iiiiiim _ RURAL COLLECTOR DUNE 15,2021 SHERRI E. CALHOUN, PE
PROJECT TEAM LEAD
Eli , PROFILE (VERTICAL) A REGIONAL TIER AL SIGNATURE.- PE
� A

8' PROJECT REFERENCE NO. SHEET NO.
-L- -DRI-
P/Sto /5+/553 P/Sto 22+23.93 PI Sto 12+90✓4 P/Sto 11+09.06 RNJ SHEET NO.
A = 6'45'00.7'(RT1 A = 49'19'282'MT) A = 68'/4'50.7'(LT) A = 72'59'19.4'(RT) ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
D = I'38'/33' D = 12'43'56.6' 0 = 114'35'29.6' D = 77 37'11.0'
L = 4/235' L = 387.39' L = 59.56' L = 1019/'
ITS T = 206.4r T = 206.62' T = 33.88' T = 59J INCOMPLETE PLA
8' �L
R = 3500.00' R = 450.00' R = 50Ad R = 80.00' DO NOT USE FOR L/W ACOUISITT
SE = 0A4 SE = 0A6 0/ S 6'/6'19.0'W
RO = 108' RO = 162' 0
DS = 35 MPH
-DR2-
P/Sto 10+7055 P/Sto /1+2427 DOCUMENT NOT CONSIDERED FINAL
A = 13'O!'596'(LTI A = 50'08'19.0'(RT UNLESS ALL SIGNATURES COMPLETED
D = 19'05'54.9' D = /90'59'09.4' /
L = 6824' L = 2625' ;op:
ORt-pOT Sto 10+��
T = 3427' T = 14.03' ___.----
R = 300.00' R = 30.00' _ ,�
© BEGIN CONSTRUCTION E T NA I / / \\ \\\ \ \ .0
© I -DR1- 10+05.00 \ ,- 1p+36
40 k eR3 WOODS42'LT III: -DR1 PC,_f0 /D+••:f \\ /�/ / \OX • \ \ PC sib'
4 CLASS I RIP RAP $^
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COPPER Ht t 2•HDPE : ECTION VPR.S:L / s,
\ f�, .SSA EPSEME G x'GL�F" ` I EXISTING RAY I INV=883.00' _ 5 3� y',\�'��� �� _ /A \.)4 \ ic 0 k'kl f E ',p01�R E,-.,-`w ° P o.'''s '' P o,GPS CLASS B RIP RAP INV=6: .60' @65 C EXC. I I TEMPORARY WORKPAD CLASS B 'IP RAP CHAIN "\ / \ 7•\ � \ 0%L _�� Z
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M /0 \ ` / / ,iFft'/ / • E ` -L-STA.15+00TOBEGINBRIDGERT. F, /G° yn C�\ REMOVE EXIST.BRIDGE -L-END BRIDGE RT.TO STA.20+20 RT. 9 'Ili, Q Q \ t -L Slo.l3 \ \ -DRI- POT Sto.13+15.8/ t -DR2- POT Sto./1+50.90 1(A ° \ '`' F\
yx \ \ - - / \ -L- POT S1o.15+60A0 y :"\ '�" 10. 1+ 1 . •a, "\ '\ ,co
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WOODS /
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BEGIN TIP PROJECT BR-0048 WETLAND AND SURFACE WATER IMPACTS PERMIT
-L- STA. 1 0 + 50.00 PERMIT
RMISHEET DRAWING2 OF \
DENOTES TEMPORARY \
III / ..
,//A, IMPACTS IN SURFACE WATER END TIP PROJECT BR-0048
// DENOTES
WATERTS IN -L- STA. 24 +2 5.00 ` N,.
WOODS
DETAIL A DETAIL B DETAIL C DETAIL D
RD STANDARD BASE DITCH CUT DITCH LINER SPECIAL CUT DITCH TOE PROTECTION
(Nat to Scalel (Not la Scalel I Noi io Scol.) I Not to Scale)
Fr°at �°` ONLY ONE WORKPAD CAN BE PLACED AT A TIME N.Natural Ditch FAO
Groun 1 % GioueA Natural A0°` Ground AI.V0 Slope Qa D
« TID ti �?'1 E °` Ground z, E °` N °I 1a:xsxa CO° TO MAINTAIN 50% OF THE RIVER WIDTH
(° i "'��"� d D D Ground b Es NC A 'ZO\\ \ \
Min.D=2.0 F. B I Min.D=1.5 F. d 83 N - •
RD B=2.0 Ft. Min.D=1.5 Ft. d=1.5. \`\Q'0
Type of Liner= PSRM Max.d=1.5 Ft. b=3.O. Geotexfile '\
* FROM -L-STA.17+65 TO 17+83 LT. FROM -DR1-STA.10+50 TO STA.12+00 RT. �'.
RD FROM -L-STA.13+00 TO STA.15+50 LT. Type of Liner= CLASS'B'RIP RAP --
z DETAIL E FROM -L-STA.21+64 TO STA.22+50 LT. ��•� ��,
+Ap RIP RAP AT EMBANKMENT FROM -L-STA.19+60 TO STA.20+90 LT. i-'
i
... (Not to Scalel i� -�
° Ginde 1.0'min. y /_=
1*et ISO' 0' 100' 200' goo' r���
VI-rr GEOTEXTRE ■ ■ ■ ■ ■ �if
EP* ■ ■ ■ ■ • \
fHf9: Type of Liner= 40 TONB,CL Rip-Rap ]L
[9(9: GeoMxtile= 85 sv
GRAPHIC SCALE
**-
y�yl: FROM -L-STA.17+88 TO STA.17+95 LT

�' , PROJECT REFERENCE NO. SHEET NO.
a
-L- -DRI-
RNVco
P/Sto /5+/553 P/Sto 22+23.93 PI Sto 12+90J4 P/Sto 11+09.06 DESIGN SHEET NO.
A = 6'45'00.7'(RTJ A = 49'/9'282'MT) A = 68'/4'50.7'(LT) A = 72'59'19.4'(RT)
ROADWAY HYDRAULICS
D = r 38'/3.3' D = 12'43'566' 0 = 114'35'29.6' D = 7/'37'ILO' ENGINEER ENGINEER
L = 4/235' L = 387.39' L = 59.56' L = 10191'
INCOMPLETE PLATS T = 206.4r T = 206.62' T = 33.88' T = 59J8' �L
R = 350000 R = 450A0 R = 50Ad R = 80A1Y Do NOT USE FOR L/W ACOULsrn
SE = OA4 SE = OA6 0/ S 6'/6'19.0'W
RO = 108' RO = 162'
DS = 35 MPH
-DR2-
P/Sto 10+7055 P/SIo 11+2427 DOCUMENT NOT CONSIDERED FINAL
A = 13'O!'596'(LT) A = 50'08'19.0'(RT J UNLESS ALL SIGNATURES COMPLETED
D = /9'05'54.9' D = /90'59'09.4' /
L = 6824' L = 2625' Rt-pOT Sto 10+��
T = 3427' T = 14.03' .—/
R = 300.00' R = 30.00'
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In 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 -L- 18+00.7 to 18+15.5 Causeway 0.02 62
2 -L- 18+60.4 to 19+07.3 Causeway 0.10 130
3 -L- 17+65 to 17+95 Rip Rap at Embankment <0.01 12
Bank Stabilization
TOTALS*: <0.01 0.12 12 192 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
01/06/2020
Surry
BR-0048
67048.1.1
Revised 2018 Feb SHEET 7 OF 7