20180925_Permit Drawings_20150212

f fighway North Carolina Department of Transportation
Stormwater. : M
Highway Stormwater Program ,
STORMWATER MANAGEMENT PLAN -_-
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: TIP No.: 17BP.8.R.76 (SF- 750416) County(ies): Randolph Page 1 of 2
General Project Information
WBS Element:
ITIP Number: 17BP.8.R.76 SF- 750416 Project Type: Bridge Replacement Date: 1/9/2015
NCDOT Contact:
Galen Call, PE
Contractor! Desi ner:
Sun ate Design Group, PA
Address:
Hydraulics Unit
1590 Mail Service Center
Raleigh, NC 27699 -1590
Address:
915 Jones Franklin Rd
Raleigh, NC 27606
Phone:
919 707 -6711
Phone:
919 859 -2243
Email:,[e-mail]
Email:
[e-mail]
Cit gown:
Archdale
Count ies :
Randolph
River Basin(s):
Cape Fear
ICAMA County?
I No
Wetlands within Project Limits?
No
Project Description
Project Length (fin. miles or feet):
0.057 miles Surrounding Land Use: Urban, Residential
Proposed Project
Existing Site
Project Built -Upon Area ac.
0.2 ac.
0.2 ac.
Typical Cross Section Description:
Paved 10' lanes with shoulder section
Paved 10' lanes with shoulder section
Annual Avg Daily Traffic (veh /hr /day):
Design/Future: No Information Available Year:
Existing: 1850 Year: 2011
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
SF- 750416 is a bridge project that involves replacing Randolph County bridge #416 on SR 1911 (Ashland St) over Muddy Creek East Tributary with a box culvert and
improvements to its approaches. The existing bridge is 1 @ 18' timber deck on timber beams with vertical timber abutments. The proposed box culvert consists of 2 @ 10' x 6'
barrels. The bridge replacement and associated improvements have been designed to minimize increases to impervious area. No additional travel lanes are proposed and the
minimum required roadway typical section has been utilized based on traffic and safety considerations. Drainage patterns will be maintained with the realignment of the existing
roadside drainage ditches.
Waterbody Information
Surface Water Body (1): Muddy Creek East Tributary
NCDWR Stream Index No.:
17 -9 -(1)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply IV (WS -IV)
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Threatened /Endangered Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: Randleman Lake
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? I N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
I N/A
(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)

Highway North Carolina Department of Transportation`
Highway Stormwater Program = =w
v,
STORMWATER MANAGEMENT PLAN
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: TIP No.: 17BP.8.R.7E County(ies): Randolph Page 2 of 2
Bridge to Culvert Avoidance and Minimization
Proposed Structure Summary
Sheet No. & Station I Sheet No.:
4 Station:
12 +81 -L-
Number of Culverts:
2
Drainage Area ac or sq mi :
I Culvert Width /Diameter (ft):
10
Surface Water Body:
(1 )Muddy Creek East Tributary
Culvert Height (ft):
6
Culvert Type:
RCBC
lCulvert Length ft
48
Avoidance and Minimization Efforts:
(Bridge to Culvert)
The proposed culvert slope has been design to match the slope of the existing stream. The low flow culvert dimensions are consistent with the
existing low flow channel dimensions. The culvert will be buried 1 foot below the bed and filled with native material. A low flow floodplain bench has
been design for one of the two barrels to maintain existing channel dimensions through the culvert. Culvert length has been minimized with the use
of 2:1 side slopes. Culvert alignment has been selected to avoid sharp bends at the inlet and outlet.
Stream Slope
Fish and /or Aquatic
Life Passage
Existing Average Stream Slope ( %):
0.78
%
Existing Low Flow Channel Dimensions
in the Stream:
The existing low flow channel width is
approximately 10 feet wide.
Proposed Culvert Slope ( %):
0.781%
Culvert Burial
Proposed Culvert Burial Depth (ft):
1
Existing Streambed Material:
Sand, Silt and Cobbles
Proposed Low Flow Dimensions
Through the Culvert:
The proposed low flow width of the culvert is
10 feet.
Proposed Sills /Baffles:
Two feet tall and 1 ft wide sills will be placed at the
inlet and outlet ends on a single barrel to
accommodate stormwater conveyance during high
flow events.
Existing Low Flow Velocities in the
Stream (ft/s):
6.8
Proposed Low Flow Velocities roug
the Culvert (ft/s):
6'9
Alternating Low Flow Sills /Baffles:
No low flow sill /baffles are proposed since the
low flow culvert width matches the stream
width and the culvert/channel slope is less than
Culvert/Stream Alignment
Stream Patterns Upstream and Downstream
of the Culvert that Could Affect Fish
Passage and Bank Stability:
The culvert will be buried 1 foot to provide fish passage. Stream characteristics up and down stream of the culvert appear suitable for fish
passage.
Bed Forms Impacted by Culvert (riffles,
pools, glides, etc.):
Bed forms should not be impacted by the proposed culvert.
Low Flow Floodplain Bench Required?
(provide justification)
Yes
A floodplain bench has been incorporated into one of the two barrels in order to maintain normal channel flow during low flow and
allow conveyance during high flow events.
Sharp Bends at Inlet/Outlet?
(describe culvert alignment with stream)
No
The culvert has been aligned in a manner to avoid sharp bends at the inlet and outlet.
Stream Realignment Necessary? (provide
justification)
Yes
Concerns with channel migration have been expressed by the property owner in the NE quadrant. A realignment of the channel at
the proposed culvert will improve conditions. The culvert will be shifted southward +/- half the width of the ex. bridge.
Bank Stabilization:
Class T rip rap bank stabilization in proposed for +/- 40 ft upstream and +/- 50 ft downstream of the culvert inlet and outlet.
Outlet Velocities
Natural Stream Channel 2 -yr Velocity (ft /s):
1 6.8
Natural Stream Channel 10 -yr Velocity fts):
6.7
Proposed Culvert 2 -yr Outlet Velocity (ft /s):
1 6.9
Proposed Culvert 10 -yr Outlet Velocity (ft /s):
9.6
Roadway Geometric Considerations
Evaluate /Describe Roadway Geometric Constraints:
There are no roadway geometric constraints that negatively impact the design or installation of the proposed culvert.

See Sheet t -A For Index of Sheets
See Sheet 1 -B For Conventlonal Symbols
See Sheet 1 -C For Survey Control Sheet
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Trindale 1681 `r m
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VICINITY MAP
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHDALE.
O DETOUR ROUTE
TO US
(MAIN E
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
IMNDOLPH COUNTY
BTATe STATE PROJECT RRPERRNCR NO.
PERMIT DRAWING N.C. 1713P.8.R.76 BN
SHEET 1 OF 7 E PRO.Na A PROD NO. I B­
17BP.8.R.76 NA PE
17BP.8.R.76 NA Rw
178P.8.R.76 NA CONST
repare
LOCATION: BRIDGE NO. 750416 ON SR 1911 (ASHLAND ST) P Office od f
OVER DALE CREEK P
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
• • (CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD IL
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GRAPHIC SCALES
50 25 0 50 100
2012 STANDARD SPECIFICATIONS
TRACY N. PARROTT, PE
PLANS
50 25 0 50 100
PROJECT ENGINEER
BRANDON W. JOHNSON, PE
PROFILE (HORIZONTAL)
10 5 0 10 20
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)
DESIGN DATA PROJECT LENGTH
ADT 2011 = 1850
T = 7 % LENGTH ROADWAY PROJECT = 0.057 MILES
V = 40 MPH LENGTH STRUCTURES PROJECT = 0.004 MILES
* TTST =3% DUAL 4% TOTAL LENGTH PROJECT = 0.057 MILES
FUNC CLASS =
LOCAL RURAL
NCDOT CONTACT. • TIM WELCH
NCDOT TPMU
SUB — REGIONAL TIER
Prepared in the Office of:
504 Mead land Drive
Voce: 8 -8551
(919)732 -883
LJU Fa (919) 732 -6776
DESIGN AND ENGINE ERONG SERVICES WN^N.summitde.aet
FIRM NO. P -0339
2012 STANDARD SPECIFICATIONS
TRACY N. PARROTT, PE
RIGHT OF WAY DATE:
October 2014
PROJECT ENGINEER
BRANDON W. JOHNSON, PE
LETTING DATE:
January 27, 2015
PROJECT DESIGN ENGINEER
n
62
RD.)
7
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.
INC FIRM LICENSE No: C -0890
915 Jones Fran Klln Road
Raleigh, NC 27606
(919) 859 -2243
'.A. (919) 859 -6258 (FAX)
NC FIRM LICENSE No: P -0671
1011 Schaub Drive. Suite 100
PRELIMINARY PLANS
DO NOT USE MR CONSTRUCTION

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INLET & OUTLET CHANNEL DETAIL
NOT TO SCALE
CL'I'RIP -RANG -UQ
RNLET & OURET)
CLT RIPRAP W (OUTLET ONLY)
ATI u vi )D IoS
CL 'r RIP -RAP I� 10 'ro
(INU, 6 OUTLEn 0'to 10' r Exisl.
'THE FLOODPWN BENCH SHALL BE COVERED WITH COIR FIBER
MATTING AND THE PERIMETER SHALL BE UNED WITH CLASS 'I'
RIP RAP. IF FILL IS NEEDED FOR THE BENCH, USE CLASS 'I' ALONG
WITH NATIVE MATERIAL TO FILL VOIDS.
LEGEND
DENOTES IMPACTS IN
SURFACE WATER
DETAIL
NOT TO SCALE)
MULTI- BARREL CULVERT
LOW FLOW CHANNEL,SILLS
AND FLOOD PLAIN BENCH
'NOTES:
IINATIVE MATERIAL CONSISTS OF MATERIAL THAT
IS EXCAVATED FROM THE THE STREAM OR
FLOODPLAIN AT THE PROJECT SITE DURING
CONSTRUCTION. RIP RAP MAY BE USED TO SUPPLEMENT
THE NATIVE BED MATERIAL IN THE HIGH
FLOW CULVERT BARREL. IF RIP -RAP IS
USED TO LINE THE HIGH FLOW CULVERT
BARREL, NATIVE MATERIAL SHOULD BE PLACED
ON TOP TO FILL VOIDS AND PROVIDE A
FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE
MATERIAL IS SUBJECT TO APPROVAL BY
THE ENGINEER AND MAY BE SUBJECT TO
PERMIT CONDITIONS.
2) SILLS ARE TO BE 1.0 FT. WIDE, CAST
SEPARATELY AND ATTACHED BY DOWELS.
3) DO NOT SET ELEVATION OF HIGH SILL
ABOVE BANK FULL.
SILLS AT
INLET AND OUTLET
FLOODPLAIN HIGH SILL BENCH
BENCH
BACK FILL WITH NATIVE MATERIAL TO
SILL HEIGHT
LOW FLOW BARREL
PLAN VIEW
EIP
0
I
1�1
SPEC LAT V DITCH /
SEE DETAIL 1 ISFD
RIP-RAP EMBANKMENT BENJAMIN CHAD HINES
SEE DETAIL 3
STREAMBANK
STABILIZATION
CL '('RIP -RAP FLOODPLAIN
EST 20 TONS BENCH
EST 32 SY GFD
EIR
OF EIP EIP
PERMIT DRAWING
SHEET 2 OF 7
EIP
ASHLAND STREET CHURCH
\ FLOODPLAIN
BENCH
STRUCTURE N0. 750416
WOOD & CONCRETE BRIDGE
WITH PAVED DECK
STREAMBANK
STABILIZATION I JOHN C. & IVA R. ROLAND
CL 'I' RIP -RAP
ST 20 TONS
\ A T 31 SY GFD CHURCH SIGN
HLAN STREET BAPTIST CHURCH
AS ALT PARKING LOT
1 2 SILL it {{ggy9FF}}��AAICcOVE EX. I 1
A B PLANTERCi P I 1 `�
N
POLE(` 21 II GRASS
REM I 10 I
EIP
I N Dl x @ I `r
_ v_ — �� - =T =L=
'" SR l9ll ASHLAND ST. 20' PA ED Pk,
/
2 @10'x6' RETAIN o / RETAIN TO NC 62
55 - --
ODI� ffl O U f3Dlf7�
p NJ EIP
o pEGRA55 Il �o I GRASS
RE AIN
SI a 24"RCP
ti ISBD m^ R a'
ISBD a 3 KELLY H. WELCH
Bo.00•
JEFF HAZELTg7 EX ST BRIDE TO'
& LORENE KMID BE REMOV D
STREAMBANK '
I
STABLIZATION
ST B RIP -RAP
EST I8 TONS
EST 29 SY GFD
EIR
EIP 100' 0' 100' 200' 300'
SCALE: 11 100'
PROJECT REFERENCE NO. I SHEET NO.
ENGINEER I ENGINEER
PRELIMINARY PLANS
DO NOT USE FOI CONSTRUCTION
DETAIL 1
SPECIAL LATERAL 'V' DITCH
(Not fo Smle)
N I \ o` Fill
Graun 47 ° o�oc SloP.
D
Min. D =1.0 Ft.
FROM STA. 11 +58 TO STA. 12+65 -L- RT
DETAIL 2
SPECIAL LATERAL BASE DITCH
IN—. Scale)
Natural \ o�
:7 D rill
G.ound P
F \o
L Min. D =1.0 Ft.
8 =2.0 Ft.
FROM STA. 11 +50 TO STA.12 +65 -L- LT
DETAIL 3
RIP RAP AT EMBANKMENT
(Nola xele)
10'min. CL IRIP -RAP
D'ach
Grade
GEOTEMILE NWS
12 +53 TO 12 +70 LT 12 +55 TO 12 +71 0
EST 13 TONS EST 9 TONS
EST 19 SY GFD EST 13 SY GFD
FROM STA. 12 +53 TO STA. 12 +70 -L- LT
FROM STA. 12 +55 TO STA. 12 +71 -L- RT
1 10 11 12 13 14 15 1
JAMES A.& WILLIE R. CARRELL
DONALD R. WILLARD
RIP -R
E NK
DF
SPEC LAT BASE D IA
GRASS
4' VINYL F NCE
4
EIP
Q
_ 18' HDPE
US HWY 311
15' RCP —
GRASS EIP
li Agl
mm
LILLIAN W. PETERSON
II o
1�1
SPEC LAT V DITCH /
SEE DETAIL 1 ISFD
RIP-RAP EMBANKMENT BENJAMIN CHAD HINES
SEE DETAIL 3
STREAMBANK
STABILIZATION
CL '('RIP -RAP FLOODPLAIN
EST 20 TONS BENCH
EST 32 SY GFD
EIR
OF EIP EIP
PERMIT DRAWING
SHEET 2 OF 7
EIP
ASHLAND STREET CHURCH
\ FLOODPLAIN
BENCH
STRUCTURE N0. 750416
WOOD & CONCRETE BRIDGE
WITH PAVED DECK
STREAMBANK
STABILIZATION I JOHN C. & IVA R. ROLAND
CL 'I' RIP -RAP
ST 20 TONS
\ A T 31 SY GFD CHURCH SIGN
HLAN STREET BAPTIST CHURCH
AS ALT PARKING LOT
1 2 SILL it {{ggy9FF}}��AAICcOVE EX. I 1
A B PLANTERCi P I 1 `�
N
POLE(` 21 II GRASS
REM I 10 I
EIP
I N Dl x @ I `r
_ v_ — �� - =T =L=
'" SR l9ll ASHLAND ST. 20' PA ED Pk,
/
2 @10'x6' RETAIN o / RETAIN TO NC 62
55 - --
ODI� ffl O U f3Dlf7�
p NJ EIP
o pEGRA55 Il �o I GRASS
RE AIN
SI a 24"RCP
ti ISBD m^ R a'
ISBD a 3 KELLY H. WELCH
Bo.00•
JEFF HAZELTg7 EX ST BRIDE TO'
& LORENE KMID BE REMOV D
STREAMBANK '
I
STABLIZATION
ST B RIP -RAP
EST I8 TONS
EST 29 SY GFD
EIR
EIP 100' 0' 100' 200' 300'
SCALE: 11 100'
PROJECT REFERENCE NO. I SHEET NO.
ENGINEER I ENGINEER
PRELIMINARY PLANS
DO NOT USE FOI CONSTRUCTION
DETAIL 1
SPECIAL LATERAL 'V' DITCH
(Not fo Smle)
N I \ o` Fill
Graun 47 ° o�oc SloP.
D
Min. D =1.0 Ft.
FROM STA. 11 +58 TO STA. 12+65 -L- RT
DETAIL 2
SPECIAL LATERAL BASE DITCH
IN—. Scale)
Natural \ o�
:7 D rill
G.ound P
F \o
L Min. D =1.0 Ft.
8 =2.0 Ft.
FROM STA. 11 +50 TO STA.12 +65 -L- LT
DETAIL 3
RIP RAP AT EMBANKMENT
(Nola xele)
10'min. CL IRIP -RAP
D'ach
Grade
GEOTEMILE NWS
12 +53 TO 12 +70 LT 12 +55 TO 12 +71 0
EST 13 TONS EST 9 TONS
EST 19 SY GFD EST 13 SY GFD
FROM STA. 12 +53 TO STA. 12 +70 -L- LT
FROM STA. 12 +55 TO STA. 12 +71 -L- RT
1 10 11 12 13 14 15 1

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JAMES A. & WILLIE R. CARRELL
RIP —RAP @
SITE 1
ENLARGED VIEW
s
E ANKMENTI \
DETAIL 3
SPEC LAST, BASE DITCH
SEE D TA" E
I� c' C
� mil
—w — ___4)
f
GRASS
'SON
SPEC LAT V DITCH
SEE DETAIL 1
RIP -RAP @
EMBANKMENT
SEE DETAIL 3
15" RCP
El
E I P
6" DI
m
m c STONE
I
rn o PEANTERS,j
I /
ISFD
BENJAMIN CHAD HINES
BM #1:
STREAMBANK
STABILIZATION
CL 'I' RIP —RAP JDPLAIN
EST 20 TONS BENCH
EST 32 SY GFD
EIR
Wl
dF
PERMIT DRAWING
SHEET 3 OF 7
FLOODPLAIN
BENCH
STRUCTURE NO. 750416 LEGEND
WOOD & CONCRETE BRIDGE
WITH PAVED DECK
STREAMBAN K
STABILIZATION
CL '1' RIP -RAP
ST 20 TONS
T 31 SY GFD CHURCH C SIGN
SHLAN STREET BAPTIST CHURCH
AS ALT PARKING LOT n
2' SILL JQ�:D)F COVE EX.
�TEP LAG FL OLE 10
_ REM
jL, FENC DI Q, X
I S B D IC H
nlrml
DI C�3 0 0 0 ODIC\
0w, RETAIN I�
RETAIN DIGRASS
24-A RCP Ih
I�
m
III
I SBD
60.00.
JEFF HAZELTON
& LORENE KING EXST BRID E TO
BE REMOV D
STREAMBAN K
STABILIZATION
CL 'I' RIP —RAP
EST 18 TONS
EST 29 SY GFD
4
PROJECT REFERENCE NO. 1 SHEET NO.
ENGINEER 1 ENGINEER
PRELIMINr4RY PLANS
DO NOT USE FO`i CONSTRUCTION
DENOTES IMPACTS IN
SURFACE WATER
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INLET & OUTLET CHANNEL DETAIL
NOT TO SCALE
CL'I' RIP -RANG -UQ
(INLET & OUILET) 1 /
CL'I'RIPRAP W J. (OUTLET ONLY)
NATIVE Iu voids
p
_RI P -RAP I ^ En, m
N RNU T 6 OUTLEn 0' fo 10' r E,,
'THE FLOODPVJN BENCH SHALL BE COVERED WITH COIR FIBER
MATTING AND THE PERIMETER SHALL BE UNED WITH CLASS 'I'
RIP RAP. IF FILL IS NEEDED FOR THE BENCH, USE CLASS 'I' ALONG
WITH NATIVE MATERIAL TO FILL VOIDS.
LEGEND
DENOTES IMPACTS IN
SURFACE WATER
DETAIL
(NOT TO SCALE)
MULTI- BARREL CULVERT
LOW FLOW CHANNEL,SILLS
AND FLOOD PLAIN BENCH
'NOTES:
IINATIVE MATERIAL CONSISTS OF MATERIAL THAT
IS EXCAVATED FROM THE THE STREAM OR
FLOODPLAIN AT THE PROJECT SITE DURING
CONSTRUCTION. RIP RAP MAY BE USED TO SUPPLEMENT
THE NATIVE BED MATERIAL IN THE HIGH
FLOW CULVERT BARREL. IF RIP -RAP IS
USED TO LINE THE HIGH FLOW CULVERT
BARREL, NATIVE MATERIAL SHOULD BE PLACED
ON TOP TO FILL VOIDS AND PROVIDE A
FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE
MATERIAL IS SUBJECT TO APPROVAL BY
THE ENGINEER AND MAY BE SUBJECT TO
PERMIT CONDITIONS.
2) SILLS ARE TO BE 1.0 FT. WIDE, CAST
SEPARATELY AND ATTACHED BY DOWELS.
3) DO NOT SET ELEVATION OF HIGH SILL
ABOVE BANK FULL.
SILLS AT
INLET AND OUTLET
FLOODPLAIN HIGH SILL BENCH
BENCH
BACK FILL WITH NATIVE MATERIAL TO
SILL HEIGHT
LOW FLOW BARREL
PLAN VIEW
-gEIP SITE 1 PERMIT DRAWING
SHEET 4 OF 7
EIP
O
ASHLAND STREET CHURCH
FLOODPLAIN
JAMES A.& WILLIE R. CARRELL BENCH
STRUCTURE N0. 750416
WOOD & CONCRETE BRIDGE
DONALD R. WILLARD I WITH PAVED DECK
STREAMBANK
SLA ITCH/ 1 `�
EE T
to
I
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4
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I .N c Rn
�In El EIP
18' In-
II US HWY 311
s
STONE
PLANTER
LILIAN /W. PE ERSON�
SPEC LAT V DITCH
SEE DETAIL 1 ISFD
RIP-RAP I&
EMBANKMENT BENJAMIN CHAD NINES
SEE DETAIL 3
STREAMBANK
STABILIZATION
CL ,RIP AP FLOODPLAIN
EST 20 TONS BENCH
EST 32 SY GFD
EIR
OF EIP EIP
\ RIP -RAP
CL 'I' STABILIZATION JOHN C. & IVA R. ROLAND
ST 20 TONS BRICK
A T GFD CHURCH SIGN
\ HL�7M1�S 5T ET T /ST CHURCH
2' ]ILEAC PARK [A it {oK,�O,V,,E
LAG \ r n P ARTPR'r
OLE I /10 GRAS
IIE R Ln EII
X
SR11911 AS AND ST( 20'P ED /
@10'. ETAI " RETAIN TO NC 62
p
R At EIP
la 2 C I�/ I ¢I
/ G SS
/ gm
�4
ISBD a 3 Lv - KELLY H. WELCH
60.pp• x
JEFF HAZEL Tq7 EXST BRIDE TO
& LORENE KMM, BE REMOV D
STREAMBANK '
I
STABLIZATION
ST B RIP -RAP
EST I8 TONS
— EST 29 SY GFD
EIR
EIP 100' 200' 300'
SCALE: 11 100'
PROJECT REFERENCE NO. I SHEET NO.
ENGINEER I ENGINEER
PRELIMINARY PLANS
DO NOT USE FOI CONSTRUCTION
DETAIL 1
SPECIAL LATERAL 'V' DITCH
I Not 1. Sc.l.)
Graun 47 A �ec Slooe
D
Min. D =1.0 Ff.
FROM STA. 11 +58 TO STA. 12+65 -L- RT
DETAIL 2
SPECIAL LATERAL BASE DITCH
(NOt to Scale)
Natural \ of 1 2;
P
F \o
u Min. D =1.0 Ft.
8 =2.0 Ft.
FROM STA. 11 +50 TO STA.12 +65 -L- LT
DETAIL 3
RIP RAP AT EMBANKMENT
(NOl to Scole)
10'min. CL IRIP -RAP
D'dch
Grade
GEOTEXTILE NWS
12 +53 TO 12 +70 LT 12 +55 TO 12 +71 0.T
EST 13 TONS EST 9 TONS
EST 19 SY GFD EST 13 SY GFD
FROM STA. 12 +53 TO STA. 12 +70 -L- LT
FROM STA. 12 +55 TO STA. 12 +71 -L- RT
1 10 11 12 13 14 15 1

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JAMES A. & WILLIE R. CARRELL
RIP -RAP @
EANKMENT
DETAIL 3
SPEC LA►T BASE ITCH/
� EE J) as /
pA 785-
i J
_ 782- �CffL
� I 1
I / I
/iGRAS \df
'SON
SPEC LAT V DITCH _
SEE DETAIL 1
RIP -RAP @
EMBANKMENT
SEE DETAIL 3
EIP
STONE
/ PLANTERS
ISFD
SITE 1
ENLARGED VIEW
PERMIT DRAWING
SHEET 5 OF 7
_ FLOODPLAIN
BENCH
STRUCTURE NO. 750416 LEGEND
WOOD & CONCRETE BRIDGE
WITH PAVED DECK
STREAMBANK
STABILIZATION
CL 'I' RIP —RAP
ST 20 TONS
T 31 SY GFD CNURCHC SIGN
\\ N1 \ SHLA STR ET PTIST CHURCH
J �4S AL7� PARK%VG LOT o r
Q' 2' ILL \ = OV
S �I
P
P VE
/ \ ' /
(C LAG /
A 1 1110
E R� �c
BENJAMIN CHAD HINES
7 L_
I -L- 'TA +50
P
r•
STREAMBANK
STABILIZATION
CL 'I' RIP -RAP JDPLAIN
EST 20 TONS BENCH
EST 32 SY GFD
EIR
SRI 1911 ASH A
Ca)10'x6t'
' SI
•
1 S B DI /'C v
lot
ND ST 20'P ED DW o /
0
ETAI 9 0 /
/
o w
/ R AI I
FRCP/ /
7 2
�1 v
m J
I S B D
60.00,
JEFF HAZELTON
& LORENE KING EXST BRID E TO
BE REMOV D
STREAMBANK
STABILIZATION
CL '1' RIP -RAP
EST 18 TONS
EST 29 SY GFD
4
PROJECT REFERENCE NO. 1 SHEET NO.
ENGINEER 1 ENGINEER
PRELIMIN.4RY PLANS
DO NOT USE FO`i CONSTRUCTION
DENOTES IMPACTS IN
SURFACE WATER
)'

. . . . . . . . . . . . . . . . . . . .
i.l .J. ..........
....................
........... .... .....
....................
i.I n n o uuuuu.

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
11+50/14+50
2 @10'x6' RCBC
< 0.01
48
1
11 +50/14 +50
BANK STABILIZATION
0.01
99
TOTALS:
1 0.02
1
147
0
0
`Rounded totals are sum of actual impacts
NOTES:

See Sheet t -A For Index of Sheets
See Sheet 1 -B For Conventlonal Symbols
See Sheet 1 -C For Survey Control Sheet
�O
•
V
le St � (y 157 inbdtlq
or.
O
rd
Arch d ` eea A e. 1912 0�
Trindale 1681 `r m
pop. 6 - Elrentar 9 ti ' m D,
F
1682 0` �
Qn 8
VICINITY MAP
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHDALE.
O DETOUR ROUTE
TO US
(MAIN E
STATIC OF NORTH CAROLINA
DIVISION OF HIGHWAYS
IMNDOLPH COUNTY
BTATe 1— PROJECT RRPERRNCR NO. TAL
BUFFER DRAWING N.C. 17BP.8.R.76 HIT BN
SHEET 1 OF 5 E ERO . Na A PROD Na. �a�PraN
17BP.8.R.76 NA PE
17BP.8.R.76 NA Rw
178P.8.R.76 NA CONST
repare
LOCATION: BRIDGE NO. 750416 ON SR 1911 (ASHLAND ST) P Office od f
OVER DALE CREEK Prepared
Office of:
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE
BUFFER IMPACTS PERMIT
SITE 1
C ' (CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD IL
-V
0
O
a
4-
L
a
r
T O
V
NO 3
Ln
Ir\j r O
GRAPHIC SCALES
50 25 0 50 100
2012 STANDARD SPECIFICATIONS
TRACY N. PARROTT, PE
PLANS
50 25 0 50 100
PROJECT ENGINEER
BRANDON W. JOHNSON, PE
PROFILE (HORIZONTAL)
10 5 0 10 20
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)
DESIGN DATA PROJECT LENGTH
ADT 2011 = 1850
T = 7 % LENGTH ROADWAY PROJECT = 0.057 MILES
V = 40 MPH LENGTH STRUCTURES PROJECT = 0.004 MILES
* TTST =3% DUAL 4% TOTAL LENGTH PROJECT = 0.057 MILES
FUNC CLASS =
LOCAL RURAL
NCDOT CONTACT. • TIM WELCH
NCDOT TPMU
SUB — REGIONAL TIER
Prepared in the Office of:
504 Mead land Drive
Voce: 8 -8551
(919)732 -883
LJU Fa (919) 732 -6776
DESIGN AND ENGINE ERONG SERVICES WN^N.summitde.aet
FIRM NO. P -0339
2012 STANDARD SPECIFICATIONS
TRACY N. PARROTT, PE
RIGHT OF WAY DATE:
October 2014
PROJECT ENGINEER
BRANDON W. JOHNSON, PE
LETTING DATE:
January 27, 2015
PROJECT DESIGN ENGINEER
n
62
RD.)
7
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.
INC FIRM LICENSE No: C -0890
915 Jones Fran Klln Road
Raleigh, NC 27606
(919) 859 -2243
'.A. (919) 859 -6258 (FAX)
NC FIRM LICENSE No: P -0671
1011 Schaub Drive. Suite 100
PRELIMINARY PLANS
DO NOT USE MR CONSTRUCTION

F
O
C
C
19
a
z
D
O
z
w
— Z .)
D p
0
INLET & OUTLET CHANNEL DETAIL
NOT TO SCALE
RNLET & OUTLET)
CL T RIPRAP W _ )OUTLET ONLY)
NATIVE MATERIAL
To CL - RIP -RAP 10' m Fla VOIDS
(INLET 6 OUTLET) 0'to 10' Exist.
'THE FLOODPVJN BENCH SHALL BE COVERED WITH COIR FIBER
MATTING AND THE PERIMETER SHALL BE UNED WITH CLASS 'I'
RIP RAP. IF FILL IS NEEDED FOR THE BENCH, USE CLASS 'I' ALONG
WITH NATIVE MATERIAL TO FILL VOIDS.
LEGEND
1321 BUFFER ZONE 1 (30 FEET)
-B"— BUFFER ZONE 2 (20 FEET)
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
DETAIL
NOT TO SCALE)
MULTI- BARREL CULVERT
LOW FLOW CHANNEL,SILLS
AND FLOOD PLAIN BENCH
'NOTES:
IINATIVE MATERIAL CONSISTS OF MATERIAL THAT
IS EXCAVATED FROM THE THE STREAM OR
FLOODPLAIN AT THE PROJECT SITE DURING
CONSTRUCTION. RIP RAP MAY BE USED TO SUPPLEMENT
THE NATIVE BED MATERIAL IN THE HIGH
FLOW CULVERT BARREL. IF RIP -RAP IS
USED TO LINE THE HIGH FLOW CULVERT
BARREL, NATIVE MATERIAL SHOULD BE PLACED
ON TOP TO FILL VOIDS AND PROVIDE A
FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE
MATERIAL IS SUBJECT TO APPROVAL BY
THE ENGINEER AND MAY BE SUBJECT TO
PERMIT CONDITIONS.
2) SILLS ARE TO BE 1.0 FT. WIDE, CAST
SEPARATELY AND ATTACHED BY DOWELS.
3) DO NOT SET ELEVATION OF HIGH SILL
ABOVE BANK FULL.
SILLS AT
INLET AND OUTLET
FLOODPLAIN HIGH SILL
BENCH
BACK FILL WITH NATIVE MATERIAL TO
SILL HEIGHT
LOW FLOW BARREL
i
PLAN VIEW
y.� EIP
O sm. =12 +65 -L- Lt
q.4 cfs
VI 10 =160 =3.4 6 Ips
d =0.82 k
n =0.035
Llner =Temp. Maning
JAMES A.& WILLIE R. CARRELL I
DONALD R. WILLARD
I
RIP -RAP @�
E MN
DETNAIEL 3
1 11
SPEC LAT
I
EESD AE�.'
I
GRASS
4' VINYL F NCE 4
_ 18' HOPE EIP
Q I
7 EIP
US HWT 311 �____
_ —
IS' RCP
—
—�
r
--
CRASS
E IP
111TO
II
PLAION
LILLIAN W. PETERSON
1�1
SPEC LAT V DITCH 17
SEE DETAIL 1 ISFD
RIP-RAP EMBANKMENT BENJAMIN CHAD NINES
SEE DETAIL 3
STREAMBANK
STABILIZATION
CL 'P RIP -RAP FLOODPLAIN
vp. =t2 +65 -L- R1 EST 20 TONS BENCH
q10 =3.24 EST 32 SY GFD
VIO =2.0 fps
d =o.64 R
=107%
=0.035 G.2'211, EIR
Uner T=e Marling
E e EIP EIP
SITE 1
Q
EIP
ASHLAND STREET CHURCH
FLOODPLAIN
BENCH
STRUCTURE N0. 750416
WOOD & CONCRETE BRIDGE
WITH PAVED DECK
\ STREAMBANK
STABILIZATION JOHN C. & IVA R. ROLAND
CL 'I' RIP -RAP
ST 20 TONS BRICK
\ A T 31 SY GFD CHURCH SIGN
"AN STREET BAPTIST CHURCH
AS ALT PARKING LOT
1 2' SILL it {{ggy9FE}}��AA1CcOVE EX. I 1
B IL ERCi P
FL
AG) =— / I
POLEt` I )� 10 II GRASS I
2GLo REM =TT—X EIP
I I N � S(� � I Q
SR 1911 ASHLAND S7. 20' PA ED ROADN /
2 @10'x6' RETAIN / RETAIN TO NC 62
ODI ffl D D elft�
p NJ EIP
o AIN D RA 55
C; Il �o I GRASS
RE
Sill a 24°'RCP
H W � mo sii�
ISBD
ISBD a 3 KELLY H. WELCH
so.00• _
BUFFER DRAWING
SHEET 2 OF 5
JEFF HAZELTg7 EXST BRIDE TO
& LORENE KING BE REMOV D
STREAMBANK '
I
STABLIZATION
ST B RIP -RAP
EST I8 TONS
EST 29 SY GFD
EIP 100' 0' 100' 200' 300'
SCALE: 11 100'
12 13 14 15
PROJECT REFERENCE NO. I SHEET NO.
ENGINEER I ENGINEER
PRELIMINARY PLANS
DO NOT USE FOI CONSTRUCTION
DETAIL 1
SPECIAL LATERAL 'V' DITCH
)Not fo smle)
N I \ oc Fill
Graun 4] ° �gc Slope
D
Min. D =1.0 Ft.
FROM STA. 11 +58 TO STA. 12+65 -L- RT
DETAIL 2
SPECIAL LATERAL BASE DITCH
( N.t to scale)
Natural \oft 2
P
F \o
L Min. D =1.0 Ft.
8 =2.0 Ft.
FROM STA. 11 +50 TO STA.12 +65 -L- LT
DETAIL 3
RIP RAP AT EMBANKMENT
(NOl to Sxale)
10'min. CL IRIP -RAP
D'ach
Grade
GEOTEXTILE NWS
12 +53 TO 12 +70 LT 12 +55 TO 12 +71 RT
EST 13 TONS EST 9 TONS
EST 19 SY GFD EST 13 SY GFD
FROM STA. 12 +53 TO STA. 12 +70 -L- LT
FROM STA. 12 +55 TO STA. 12 +71 -L- RT

F
Sta. =12 + 65 —L— Lt
Q10=16.64 cfs
V10 = 3.4 fps
d=0.82 ft
s =1.47%
n = 0.035
Liner =Temp. Matting
JAMES A. & WILLIE R. CARRELL
R. WILLARD
v
I
L
GRASS
N W. PETERSON
SPEC LAT V DITCH
SEE DETAIL 1
RIP -RAP @
EMBANKMENT
SEE DETAIL 3
Sta. =12 + 65 —L— Rt
Q10=3.24 cfs
V10=2.0 fps
d=0.64 ft
s =1.07%
n = 0.035
Liner =Temp. Matting
EIP'
Imz �I GRN
c F-11 STONE
1
SITE 1
ENLARGED VIEW
ASHLAND STREET CHURCH
BUFFER DRAWING
SHEET 3 OF 5
\ v
FLOODPLAIN W^
s BENCH �no�
N
O
STRUCTURE NO.750416 -
WOOD & CONCRETE BRIDGE
WITH PAVED DECK
STREAMBAN K
STABILIZATION
CL 'I' RIP -RAP
ST 20 TONS BRICK
T 31 SY GFD CHURCH SIGN
SHLAN STREET BAPTIST CHURCH
AS ALT PARKING LOT o OVE EX.
r, 2' SILL zJQ:DF � �P LAG h" OLE I 10
n REMOVE �c
Io PLANTERS;
I /
ISFD
BENJAMIN CHAD HINES
EIR
STREAMBAN K
STABILIZATION
CL 'I' RIP —RAP
EST 20 TONS
EST 32 SY GFD
MO
i
RIP —RAP @
E ANKMENT
DETAIL 3
SPEC LAST
BASE
DITCH
I
I
SEE D TA"
�o
o
GRASS
w
I' VINYL F NCE 4
�
rev
EIP
HDPE
CD
C
RIP
18"
_
6° DI
I
I
- --
15 "RCP c� -
--
v
I
L
GRASS
N W. PETERSON
SPEC LAT V DITCH
SEE DETAIL 1
RIP -RAP @
EMBANKMENT
SEE DETAIL 3
Sta. =12 + 65 —L— Rt
Q10=3.24 cfs
V10=2.0 fps
d=0.64 ft
s =1.07%
n = 0.035
Liner =Temp. Matting
EIP'
Imz �I GRN
c F-11 STONE
1
SITE 1
ENLARGED VIEW
ASHLAND STREET CHURCH
BUFFER DRAWING
SHEET 3 OF 5
\ v
FLOODPLAIN W^
s BENCH �no�
N
O
STRUCTURE NO.750416 -
WOOD & CONCRETE BRIDGE
WITH PAVED DECK
STREAMBAN K
STABILIZATION
CL 'I' RIP -RAP
ST 20 TONS BRICK
T 31 SY GFD CHURCH SIGN
SHLAN STREET BAPTIST CHURCH
AS ALT PARKING LOT o OVE EX.
r, 2' SILL zJQ:DF � �P LAG h" OLE I 10
n REMOVE �c
Io PLANTERS;
I /
ISFD
BENJAMIN CHAD HINES
EIR
STREAMBAN K
STABILIZATION
CL 'I' RIP —RAP
EST 20 TONS
EST 32 SY GFD
MO
i
/FLOODPLAIN
BENCH
SR 1911 ASHLAND ST. ;?0/ PA�ED
2 • O'x6' RETAIN
' SI
H
I SBD
I
I�
yC _
I n
DI � x
/
/ RETAIN
ow, RETAIN
R DIGRASS
RE
al /co
24 RCP I\ o
�I
C)
LEGEND
PROJECT REFERENCE NO. 1 SHEET NO.
ENGINEER 1 ENGINEER
PRELIMIN.4RY PLANS
DO NOT USE FO`i CONSTRUCTION
ZJEF�F I SBD BZ 1 BUFFER ZONE 1 (30 FEET)
z'
HAZELTON BZ 2 BUFFER ZONE 2 (20 FEET)
ORENE KING EXST BRID TO
BE REMOV D
\ \ ALLOWABLE IMPACTS ZONE 1
MBAN K
IZATIONALLOWABLE IMPACTS ZONE 2
RIP —RAP
EST 18 TONS 1
EST 29 SY GFD 40' 0• 40' 80' 120'
SCALE: 1': 40'

BUFFER IMPACTS SUMMARY
IMPACT
BUFFER
REPLACEMENT
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM /TO)
TYPE
ALLOWABLE
MITIGABLE
ROAD
CROSSING
BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft)
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ft 2)
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft)
1
2 @10'X6' RCBC
12 +81 -L-
X
2685.0
1077.0
3762.0
TOTAL:
I
I
1
1 2685.0
1077.0
3762.0
0.0
0.0
0.0

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
STATION ZONE 1 ZONE 2
SITE NO. (FROM /TO) (ft 2) (ft 2)
1 12 +81 -L- 0 0
ITOTAL:l I ol 0
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RANDOLPH COUNTY
PROJECT: 17BP.8.R.76 (SF- 750416)
1/7/2015
SHEET 5 OF 5
Rev. Jan 2009