20200262 Ver 1_BR-0127_Permit Drawings_20210216

Highway
North Carolina Department of Transportation
StQrfl wc7.,,,, Highway Stormwater Program \,,1
STORMWATER MANAGEMENT PLAN \'
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 48836.1.1 TIP No.: BR-0127 County(ies): Yadkin Page 1 of 1
General Project Information
WBS Element: 48836.1.1 TIP Number: BR-0127 Project Type: Bridge Replacement (Date: 1/27/2020
NCDOT Contact: David Stutts Contractor/Designer: STV Engineers,Inc./Shirshant Sharma
Address: 1020 Birch Ridge Drive Address: 900 West Trade Street,Ste.715
Raleigh,NC 27610 Charlotte,NC 28202
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: [e-mail]
City/Town: Hamptonville,NC County(ies): Yadkin
River Basin(s): Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 0.11 mi Surrounding Land Use: Rural Residetial,Wooded
Proposed Project = Existing Site
Project Built-Upon Area(ac.) 0.3 ac. 0.3 ac.
Typical Cross Section Description: Bridge:Two 10'lanes,5'to the right shoulder and 5'to the left shoulder. Bridge:Two 9'lanes,3.1'to the right shoulder and 3.3' to the left shoulder.
Approach:Two 10'lanes,variable paved shoulders. Approach:Two 9'lanes,variable shoulders.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 720 Year: 2040 Existing: 360 Year: 2015
General Project Narrative: The existing 30'9",1 span bridge over UT to South Deep Creek on SR 1325(Mountain View Church Road)is being replaced with a 1 span bridge with a span arrangement of 1
(Description of Minimization of Water @ 60'(24"cored slab).The bridge will have 1.5:1 sloping abutments.The bridge will be crowned with a 2.5%slope to the left and right.The bridge will also have 10'travel lanes
Quality Impacts) with 5'to both left and right shoulders,27'-10"clear width and 30'OTO width.The existing bridge structure will be removed.Overall drainage patterns will be maintained.There
are ditches that flow towards the bridge on both the begin and end left sides of the structure.There is a ditch right of the begin side which will be maintained in the proposed
condition and there are proposed special'V'ditches on the upstream side of the bridge.Class-II riprap will be used at the embankment of the standard'V'ditch outlet on the left
end side of the bridge.On the end side of the bridge,a traffic bearing grated drop inlet with double frame and grates(2GI)was placed on both the left and right sides of the
roadway in the shoulder berm gutter to pick up runoff from the bridge.The existing concrete abutments will be retained. Deck drains will be required to meet spread criteria but
the drains will not discharge directly above water.
TWaterbody Information
Surface Water Body(1): UT to South Deep Creek NCDWR Stream Index No.: 12-84-2-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply III(WS-III)
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/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)

STATE OF l0JT'll CAROLINA STATE STATE PROJECT REFERENCE NO. SNEOT TOTAL
SHEETS
DIVISION OF HIGHWAY
N.c. BR-0127 1 5
N STATB PROLNO. P.A PROl.N0. D65L'RIPTION
1 v 48836.1.1 P.E.
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PROJECT) 1111Pr:45' YADKIN COUNTY
PIS a 3,3
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LOCATION: BRIDGE NO. 980189 OVER U.T. TO SOUTH DEEP
�� FVN CREEK ON SR 1325 (MOUNTAIN VIEW CHURCH RD) NORTH CAROLINA
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3 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. Sheet of 5
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L CLEARING ON THIS PROJECT SHALL BE PERFORMED DOCUMENT NOT CONSIDERED FINAL
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TO THE LIMITS ESTABLISHED BY METHOD UNLESS ALL SIGNATURES COMPLETED
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GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED FOR THE NCDOT BY: HNGRINEER ULICS
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L STV Engineers,inc.
�/ 100 900 West Trade 20 Suite 715
_
ec Charlotte,NC 28202
50 25 0 50 100 ADT 2015 = 360 LENGTH OF ROADWAY TIP PROJECT BR-0127 = 0.095 MILES NC License Number F-0991 ��®o NOR rq 04
C ` 1 - ADT 2040 = 720 2018 STANDARD SPECIFICATIONS 1p
H- PLANS LENGTH OF STRUCTURE TIP PROJECT BR-0127 = 0.012 MILES
D = N/A P.E.
Estil50 25 0 50 100 T = N /A PROJECTSIGNATURE:
TOTAL LENGTH OF TIP BR-0127 = 0.107 MILES a
wRIGHT OF WAY DATE: KEVIN G. BAILEY, PE ROADWAY �A
` I Ii I I V = 55 MPH PROJECT ENGINEER DESIGN ��a® �Q®��!
/�,� PROFILE (HORIZONTAL) ENGINEER R 3RA�
O FUNC. CLASSIFICATION:
oN o o LETTING DATE: ETHAN P.WRIGHT,PE
10 5 0 10 20 NCDOT CONTACT: DAVID STUTTS,PE
` ' 1"6 LOCAL PROJECT DESIGNER
o V SUB-REGIONAL TIER Structures Management Unit
ECE E \J PROFILE (VERTICAL) P.E.
t A A A A SIGNATURE: A 1

Q' $Tv Engineers,Inc. PROJECT REFERENCE NO. SHEET NO.
RIPRAP AT EMBANKMENT q g
LEGEND 16+22 TO 16+43 Li II STv�/1�. 900 west Trade St.,suite 71s BR-(7127 2
CL-I RIPRAP& GEOTEXTILE eat Charlotte,NC 28202
03 �Jy�J� (DETAIL C) NC License Number F-0991 RAW SHEET NO.
ElrAlE IMPACCTSS INE SUR ACE WATER ROADWAY DESIGN HYDRAULICS
``� ENGINEER ENGINEER
IJJI IMPACTS INE SURFACE WATER ^,1�
N
tj/ PERMANENT IMPACTS IN SSpUEERR�FF(ACE WATEE�Ry•PP��gg
FA ON 3'DRAINSCENI LRS LT1
TB 2GI O DOCUMENT NOT CONSIDERED FINAL
15"CSP SBG END STA.16+64 aka ACbr')
UNLESS ALL SIGNATURES COMPLETED
15" ELBOWS
STANDARD 'V'DITCH`riC p R� SECK�. 3'NS E TERS( 16+43 TO 17+00 LT
STANDARD 'V'DITCH SLOTS ON 3'CENTERS(LTl CL-B RIPRAP& GEOTEXTILE
Q Epp CL-B PR 15+61 LT JS y (SEE DETAIL E) RETAIN
CL-6 RIPRAP&GEOTEXTILE \\ /
(SEE DETAIL B) �. lg SPECIAL LATERAL'V'DITCH 12"PIPE
17+00 TO 19+00 LT
•
SPECIAL LATERAL'V'DITCH CL-B RIPRAP&GEOTEXTILE
14+50 TO 15+00 LT •
/ (SEE DETAIL D) I RETAIN
/ / CL-B RIPRAP&GEOTEXTILE
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0 = 25'2/'30.0'(RT) = 8 55'55.9'(RT) 0 = D 24'55 3'(LT) TB 2GI AND MEE / /
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D = 22'55'05.9' D = lP 27'33.0' D = 0'39'44.6' EXCAVATION \\\//J ANo MFE •\ taro NE1MC
JEN .NE I
L = //0.65' L = 77.95' L = 627Y DOLTOLTO SN NENMC � I I
T = 5624' T = 39°05' T = 3/.35'
R = 250.00' R = 500.00' R = 8,650.00' DECK DRAINS m'PJ B'x6'SLOTS ON is s I 'w2 ELBOWS c`-� ��\
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Min.D= 1.7 Ft
Mee.d= 1.2 Ft SITE 1 Permit Drawing
Type of Liner= CL-B Rip-Rap Type of Liner= 5 TONS,CL-I Rip-Rap Sheet 2 of 5
Geotextile= 17sy
FROM STA.15+00 LT TO STA.15+61 LT FROM STA.16+22 LT TO STA.16+43 LT
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LEGEND / / / / / f R6P 2 TOE 6 43 L I T I 1\ \ ®/J 1 ♦�/�//�1��900 West Trade St.,Suite 715 BR-0127 3
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I`/`/I MPA�T55IN 5 RFACE WATER - / // I ` I 1 \ \ \ \ ENGINEER ENGINEER
``� / / / / / I I I I I I /III'I // ///// / I \ \ \ \ \ \ ROADWAY DESIGN HYDRAULICS
IJJI IMPACTSS INS SURFACE WATER / / / // I I I I I / ,- l l l 11 I I I I \ \..
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/ A = 25'2/'30. '(FT) 0 = 8'55'55.9'(RT) A = 0'24'55.3'(LT) .//� / se</ Z\ ' I I@ 2GI rA:Ro.REr COLTCN IEE - \ � \ \ / / /// / (/ ` ( // /
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T = 5624' T = 39A5' T = 3/35' // /y/ / / / ✓ _ / „r2 o V_ /__ / I I I I I I
R = 250A0 R = 500A(Y R = 865000 /1/ f / / '�s � I CRIPRAFB G L� —_ N.
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Min.D= 1.7 Fr/ I // // / / �/
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T of Liner= CL-B Ri Ra Type of Liner= 5 TONS,CL-I Rip-Rap _ _ Sheet 3 of 5
FROM STA.15+00 LT TO STA.15+b1 LT Geare.tne= 17 / / / / _
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O v V STV Engineers Inc. PROJECT REFERENCE NO. SHEET NO.
LEGEND 0 Q t ME1��900 west 17,de sc,S to 715 BR-0127 4
ea Cha I tte,NC 292a2
c NC License Number F-0991 RNJ SHEET NO.
1 '()(7 I/� �/ N. ROADWAY DESIGN HYDRAULICS
Ilr/ DENOTES TEMPORARY \ ENGINEER ENGINEER
IMPACTS IN SURFACE WATER
• DENOTES PERMANENT /
4
I IMPACTS IN SURFACE WATER I 4) 7:/
I / PERMANENT IMPACTS
I/ IN SURFACE WATER
RIPRAP AT EMBANKMENT DECK DRAINS (TYP.)8"x6" 19,_
4' DOCUMENT NOT CONSIDERED FINAL
3 SLOTS ON
'CENTERS lLT) UNLESS ALL SIGNATURES COMPLETED
16+22 TO 16+43 LT
CL-I RIPRAP & GEOTEXTILE 15" CSP TB 2GI
(DETAIL C) w/2 ELBOWS 2 VAN W.HEAND MRIC
IC
SBG END STA. 16+64 JENNIFER S.HEMRIC
COLTON HEMRIC
DANA PINNIX WARD DECK DRAINS (TYP.)8"x6"
STANDARD 'V' DITCH STANDARD 'V' DITCH
DANIEL PINNIX SLOTS ON 3 CENTERS (LT)
AND WIFE 15+00 TO 15+61 LT 16+43 TO 17+00 LT
RETHA E.PINNIX CL-B RIPRAP & GEOTEXTILE J$ --\�% CL-B RIPRAP & GEOTEXTILE
(SEE DETAIL B) (SEE DETAIL E) SPECIAL LATERAL 'V' DITCH
�` JS '!0 17+00 TO 19+00 LT
SPECIAL LATERAL 'V' DITCH 5, CL-B RIPRAP & GEOTEXTILE
14+50 TO 15+00 LT a� o� (SEE DETAIL D)
CL-B RIPRAP & GEOTEXTILE �• I
(SEE DETAIL A) `R , I of
- RETAIN I rl
aC P�1?E \ _1ij,iii:t., _I^`oirrii .""'-'
FI12" PIPE
: r � inn �. _...r y1r1r� C CF _ ;nr1r �►� , �r�E���l .�..z.;,:�: :-LL...:::::.:::::.: C ,._yyy__��Lti,___y�� ---L _
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1
F - --� a �ki
,;,. - . �- --- ---I 1
—
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F �� lrlrlf�i
A - \-',,is
/
F 1� SBG END
i. ��/ \ h STA. 16+64
� Q p �T -----
/ PUE •
�/ �'�� OF II PUE PUE
�/ CL-II RIPRAP PUE P PU VAN W.HEMRIC / /
TB 2GI O AND WIFE /
EXCAVATION VAN W.HEMRIC JENNIFER S.HEMRIC
AND WIFE COLTON HEMRIC I I
JENNIFER S.HEMRI•
COLTON HEMRIC \` I
�$ —
DECK DRAINS (TYP.)8"x6"SLOTS ON is \1 ,��'%i w!1 ELBOWS \ / \
3'CENTERS (RT) CL-B RIPRAP & GEOTEXTILE x .
O TEMPORARY IMPACTS of se��\1
J.MAANDCHAPPELL IN SURFACE WATER E oi�e CL-II RIPRAP
TAMMY L.CHAPPELL
X:// vl
CPSC -' EXCAVATI O N
/
D.........„/
DECK DRAINS (TYP.)8"x6"SLOTS ON
DETAIL B DETAIL C �s3 CENTERS (RT)
STANDARD 'V' DITCH RIP RAP AT EMBANKMENT /
(Not to Scale) (Not to Scale)
10'min. 25' 0' 25'
Natural Natural WAVIN
Ditch GRAPHIC SCALE
Ground �. D ,fr Ground Grade 1.0'min.J 1,0
d t Permit Drawing
Geotextile GEOTEXTILE Sheet 4 of 5—
Min. D= 1.7 Ft.
Type of Liner= CL-B Rip-Rap Max.d= 1.2 Ft.
YP p- p Type of Liner= 5 TONS,CL-I Rip-Rap SITE 1
Geotextile=
FROM STA. 15+00 LT TO STA. 15+61 LT
FROM STA. 16+22 LT TO STA. 16+43 LT

WETLAND PERMIT IMPACT 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 15+91.58/ 16+27.61 1 @ 60' (24" Cored Slab), TEMPORARY IMPACTS 0.02 67*
DUE TO FLOATING TURBIDITY CURTAIN
1 15+91.58/ 16+27.61 1 @ 60' (24" Cored Slab), PERMANENT IMPACT DUE <0.01 14
TO BANK STABILIZATION
TOTALS: <0.01 0.02 14 67
*TEMPORARY IMPACTS LENGTH TOTAL = 81' (14'TAKEN INTO ACCOUNT IN PERMANENT IMPACTS)
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
BRIDGE#189 OVER U.T.TO SOUTH DEEP CREEK
ON SR 1325 (MOUNTAIN VIEW CHURCH RD)
YADKIN COUNTY
BR-0127
ATN Revised 3/31/05 SHEET 5 of 5 1/27/2020 1