20211241 Ver 1_B3186-B5898_Permit Drawings_20210512_SA labels added Sep 19 21_20210919

(Version 2.08; Released April 2018)38332.1.FS.1 / 48030.1.FS.1TIP No.:B-3186 / B-5898County(ies):Haywood Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year:2042Existing:Year:Aquatic T&E Species?YesComments:YesN/AYesN/ADeck 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.4-lane divided freeway w/ a 32 foot variable median; (2) 12 foot outside paved shoulders, (2) 12 foot travel lanes, (1) 32 foot paved median shoulder - total width of 104 feet. [e-mail] 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 BNCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:Richland Creek, SAfecal coliform351006-lane divied freeway w/ a 24 foot variable median; (2) 12 foot outside paved shoulders, (3) 12 foot travel lanes, (2) 12 foot paved median shoulders - total width of 120 feet.Waterbody Information2022NCDWR Stream Index No.:38332.1.FS.1 / 48030.1.FS.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Project Description: The proposed project (B-3186 / B-5898) widens US 23 / US 74 between Ext. 102 and Ext. 104, including the widening of bridge B-3186 over Richland Creek and bridge B-5898 over the Blue Ridge Southern Railroad (BLU). The project will construct approximately 1.3 miles of 6-lane divided freeway. There is one major interchange with US 17. Richland Creek is a FEMA stream. The project includes a temporary detour bridge over Richland Creek. There are no wetland or buffer zones on the project. Impact Minimization Efforts: Guardrail with 2:1 and 1.5:1 side slopes (including rock plating for the 1.5:1 side slopes) were utilized throughout the project to minimize impacts to streams and wetlands, as well as right of way. The temporary detour alignment is located such that it will temporarily impact the entire length of the UT to Richland Creek. After the detour alignment is removed, the UT to Richland Creek will be restored to its original condition. Proposed pipe and ditch outlets into the UT and Richland Creek are designed to have non-erosive outlet velocities. Stormwater BMP Measures: There are no new proposed stormwater BMPs on the project. There is one existing BMP on the project, a dry detention pond, for which the intent is to maintain. Ditches have been designed to meet grass swale criteria where possible. Deck Drains Discharge Over Water Body: Deck drains are needed to meet design requirememnts for spread during on-site traffic control patterns. Spread analysis was complete for both the temporary and permanent conditions, resulting in the need for deck drains on the proposed B-3186 replacement bridge, and on the temporary detour bridge over Richland Creek. 555 Fayetteville Street, Suite 900North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:345 Toot Hollow Rd.Address:General Project InformationB-3186 / B-5898WBS Element:Roadway WideningWBS Element:HDR Engineering / Taylor Carter, P.E.NCDOT Contact:[phone]Raleigh, NC 27601Contractor / Designer:(919) [e-mail]:5/12/2021HaywoodLake JunaluskaGarret Higdon, EIBryson City, NC 28713River Basin(s): City/Town:37.5Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoRural/Light CommercialRichland Creek5-16-(11.5)29.41.26 milesProject DescriptionProposed ProjectFrench BroadNoneSupplemental Classification: Appalachian Elktoe: NCDOT Biological Surveys Group will be responsible for habitat assessment and, if needed, surveys for the Appalachain Elktoe. Wetlands within Project Limits?
(Version 2.08; Released April 2018)38332.1.FS.1 / 48030.1.FS.1TIP No.:B-3186 / B-5898County(ies):Haywood Page 2of 2Sheet No.Station & Coordinates (Road and Non Road Projects)Surface Water BodyBase Width(ft)Front Slope(H:1)Back Slope(H:1)Drainage Area(ac)Recommended Treatm't Length(ft)Actual Length(ft)Longitudinal Slope(%)Q2(cfs)V2(fps)Q10(cfs)V10(fps)Rock Checks UsedBMP Associated w/ Buffer Rules?-Y1RT- 19+08 Lt.-Y1RT- 21+21 Lt. -Y1RT- 21+21 Lt. -Y1RT- 24+00 Lt. 1.5North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSAdditional CommentsNoNo(1)Richland Creek(1)Richland CreekSwalesNo1.70.3 256.01.22% 0.50.70.0 6.0 6.00.0 6.021356100.51.50.6WBS Element:1.710No2792.52%1.3
48" CMP (
(
Racoon
F
acto
rBranch
D
L = 86.78'T = 43.39'R = 3,500.00'D
L = 405.72'T = 204.31'R = 1,390.00'-RR-
-R R -
-RR-
PC STA. 310+32.
ALIGNMENT -RR- TIED TO FIELD SURVEY AT
1267+20 TO 1478+40, DATED DECEMBER 31, 1927.
SOUTHERN RAILWAY COMPANY, MURPHY DIVISION, STATION
ALIGNMENT -RR- BASED ON RIGHT-OF-WAY AND TRACK MAP,
-RR- PC Sta. 1307+03.14-RR- PT Sta. 1307+89.92
-RR- PC Sta. 1308+35.40
-
R
R- P
T Sta. 1312+41.12
PI Sta 1310+39.71
PI Sta 1307+46.53
1310+00

D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

FUNC CLASS = FREEWAY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
CONTRACT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NANCDOT\NCDOT-B3186_TO2_c_\6.0_CAD_BIM\6.2_Work_In_Progress\B-3186-B-5898\Hydraulics\PERMITS_Environmental\Drawings\B3186-B5898_HYD_PRM_WET_TSH.dgnCMYERS5/12/2021NCDOT_pdf_color_eng_100.plt11:10:48 AMNCDOT_TSH.tblPENTABLE:TIME:DATE:PLOT DRIVER:USER:FILE:HAYWOOD COUNTY

2022
2042
47,300
59,400TIP PROJECT:B-3186 / B-58985
50 25 50 100
50 25 50 100
10 5 10 20
AND UTILITIES.
GRADING, DRAINAGE, PAVING, STRUCTURES
B-3186 / B-5898
38332.1.FS.1 BRNHP-0023(32)
48030.1.FS.1 BRSTP-0019(49)
2018 STANDARD SPECIFICATIONS
JANUARY 18, 2022 NAD 83/ 2011TO
W
A
Y
N
ESV
ILLETO I-40/ASHEVILLE
TO US-276
742319
74 23 19
9
55
DUAL 3%* TTST = 2%
8
65
STATEWIDE TIER4 510
7
8
6
-L_LT-
-L_RT-
-L_LT-
-L_RT-
-L_LT-
-L_RT-
-Y1
RT-
-Y1
L
T-
-L_LT-
-L_RT-
-Y1LT-
-Y1RT-
23
BUS
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
-Y1RT- STA. 29+79 +/-
END BRIDGE
-Y1RT- STA. 26+27 +/-
BEGIN BRIDGE
-L_RT- POT STA. 43+98 +/-
END BRIDGE
-L_LT- POT STA. 41+52 +/-
BEGIN BRIDGE
-L_LT- POT STA. 68+02 +/-
BEGIN BRIDGE
-L_LT- POT STA. 69+60 +/-
END BRIDGE
-L_RT- POT STA. 67+77 +/-
BEGIN BRIDGE
-L_RT- POT STA. 69+50 +/-
END BRIDGE
N O R FO LK SO U TH ER N
R A IL R D
JULY 8, 2021
P.E.
P.E.
-L_RT- POT STA. 41+41 +/-
BEGIN BRIDGE
-L_LT- POT STA. 43+84 +/-
END BRIDGE
(LENGTHS BASED ON L_RT ALIGNMENT)
LENGTH ROADWAY TIP PROJECT B-3186 / B-5898 = 1.181 miles
TOTAL STRUCTURES TIP PROJECT B-3186 / B-5898 = 0.076 miles
TO THE LIMITS ESTABLISHED BY MODIFIED METHOD
CLEARING ON THIS PROJECT SHALL BE PERFORMED
ACCESS BEING LIMITED TO INTERCHANGES
THIS IS A CONTROLLED-ACCESS PROJECT WITH
RIC
H
L
A
N
D CREEKHDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
Prepared in the Office of:
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
PHILLIP E. ROGERS, PE
HENRY W. BARE
NCDOT CONTACT
GARRETT HIGDON, EI
FROM WEST OF NC 209(CRABTREE RD.) TO EAST OF RUSS AVE.
LOCATION: US 23/US 74/US 19 (GREAT SMOKEY MOUNTAIN HWY)
TOTAL LENGTH TIP PROJECT B-3186 / B-5898 = 1.2579 miles
%23 %BUS
23
BYP
%74
23
19
(209
%19%276
%74
(209
%276
19
%276
Junaluska
Lake
NorfolkSouthernCorp.Rail RdOld
C
o
u
nty
R
d
Li
n
er Co
v
e Rd.Old County RdHallT
opRdCity Li
mits
Corley Rd
Broad St
Mauney Cove
Rd
VICINITY MAP
B-3186/B-5898
END TIP
B-3186/B-5898
BEGIN TIP
-L- STA. 15+00.00
BEGIN TIP PROJECT B-3186/B-5898
-L- STA. 81+35.95
END TIP PROJECT B-3186/B-5898
WAYNESVILLE
-Y1LT- STA. 11+99.83
BEGIN CONSTRUCTION
-Y1RT- STA. 12+00.00
BEGIN CONSTRUCTION
DETOUR
OFF SITE
SHEET __ OF __
PERMIT DRAWING
SITE 1
SITE 3
SITE 2
SUBMITTAL: 05/13/2021
WATER IMPACTS
WETLAND AND SURFACE
SHEET __ OF __
PERMIT DRAWING
3'-6"
IF NECES
S
ARY5' OVERLAP MI
NCONSTRUCTION LIMIT
GROUND LINE
4' - 6'
IF NE
CES
S
ARY5' OVERLAP MI
N4'-6" MIN
GUTTER
GUTTER
CURB AND
FACE
CURBBERM WIDTH6" DIA. PERFORATED SUBDRAIN PIPE
GROUND LINE
IF NE
CES
S
ARY5' OVERLAP MI
NGROUND LINE
1' CLEARANCE MIN
2'
4'-6" MIN
CONSTRUCTION LIMIT
GROUND LINE
FACE
GUARDRAIL
4'-6" MIN
1' CLEARANCE MIN
IF NECE
S
S
ARY5' OVERLAP MI
N(PLAN VIEW)
MIN (TYP)
18" OVERLAP
TOP OF SLOPE
TOE OF SLOPE
MIN (TYP)
5' OVERLAP
ROLL WIDTH
AND GUTTER, GUARDRAIL AND BERM DETAILS
SEE ROADWAY TYPICALS FOR GUTTER OR CURB
2'
EMBANKMENT
EXISTING GROUND
EMBANKMENT
SUBDRAIN COARSE AGGREGATE
STEEL BEAM GUARDRAIL
IF APPLICABLE
GUARDRAIL,
STEEL BEAM
1.5:1 (H:V) OR
F
LATTER CUT
S
LOP
E1.5:1 (H:V) OR
F
LATTER CUT
S
LOP
EF
LATTER
FI
LL
S
LOP
E1.5:1 (H:V) ORF
LATTER
FI
LL
S
LOP
E1.5:1 (H:V) ORROCK PLATING DETAIL NO. 3 - TYPICAL SECTION
ROCK PLATING DETAIL NO. 1 - TYPICAL SECTION
ROCK PLATING DETAIL NO. 4 - TYPICAL SECTION
ROCK PLATING DETAIL NO. 2 - TYPICAL SECTION
EXISTING GROUND
FOR DITCH DETAILS
SEE ROADWAY TYPICALS
OR FINISHED GRADE DETAILS
GUTTER, CURB AND GUTTER
SEE ROADWAY TYPICALS FOR
CONSTRUCTION LIMIT
OR FINISHED GRADE DETAILS
GUTTER, CURB AND GUTTER
SEE ROADWAY TYPICALS FOR
STEEL BEAM GUARDRAIL
FACE
GUARDRAIL
10' MAX
FOR ROCK PLATING
GEOTEXTILE
GEOTEXTILE FOR ROCK PLATING
GEOTEXTILE FOR ROCK PLATING
FOR ROCK PLATING
GEOTEXTILE
OVERLAP DETAIL
SEE GEOTEXTILE
OVERLAP DETAIL
SEE GEOTEXTILE
(TOE OF SLOPE)
SLOPE STAKE POINT
BREAK POINT (TOP OF SLOPE)
SHOULDER OR BERM
(TOE OF SLOPE)
CONSTRUCTION LIMIT
SLOPE STAKE POINT AND
BREAK POINT (TOP OF SLOPE)
SHOULDER OR BERM
(TOP OF SLOPE)
SLOPE STAKE POINT
SLOPE
TOE OF
SLOPE
TOE OF
(TOP OF SLOPE)
SLOPE STAKE POINT
18" CLASS IV SELECT MATERIAL (ABC)
18" CLASS IV SELECT MATERIAL (ABC)
ROCK PLATING (TYP)
GEOTEXTILE FOR
2'
2'
L
C DITCHL
(SEE NOTE 3)
2' THICK RIPRAP
(SEE NOTE 3)
2' THICK RIPRAP
NOTES:
3.
2.
1.
C GUTTER
OVERLAP DETAIL
SEE GEOTEXTILE
(SEE NOTE 3)
2' THICK RIPRAP
OVERLAP DETAIL
SEE GEOTEXTILE
(SEE NOTE 3)
2' THICK RIPRAP
USE CLASS 1, 2 OR B RIPRAP UNLESS REQUIRED OTHERWISE IN THE ROADWAY SUMMARY SHEETS.
FOR STANDARD ROCK PLATING, SEE SECTION 275 OF THE STANDARD SPECIFICATIONS.
SEE ROADWAY PLANS AND SUMMARY SHEETS FOR ROCK PLATING LOCATIONS.
GEOTEXTILE OVERLAP DETAIL

DEPART
ME
NT
OF TRANSPORTATIONSTATE OF NORTH CAR
O
LI
NAROCK PLATING
STANDARD
DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATION
NORTH CAROLINA
ENGINEERING UNIT
GEOTECHNICAL
STANDARD DETAIL NO. 1802.01
DATE: 2-19-13
PROJECT REFERENCE NO.

ENGINEER

SIGNATURE DATE
SHEET NO.
ENGINEER
GEOTECHNICAL
SIGNATURE DATE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
3D-1B-3186 / B-5898
SHEET __ OF __
PERMIT DRAWING
D B
4"
4"
d
B-3186 / B-5898
ENGINEER
SHEET NO.PROJECT REFERENCE NO.
3D-2 8/17/99ROADWAY DESIGN
REVISIONS PENTABLE:FILE:NCDOT\NCDOT-B3186_TO2_c_\6.0_CAD_BIM\6.2_Work_In_Progress\B-3186-B-5898\Hydraulics\PERMITS_Environmental\Drawings\B3186-B5898_PRM_DETAILS.dgnUSER:CMYERSDATE:5/11/2021NCDOT_pdf_color_eng_100.pltPLOT DRIVER:5:50:33 PMTIME:NCDOT_permits_CON.tblHDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
D
B
4"FROM STA. 28+63 LT -Y1LT-
DETAIL G
~
SEIRAV
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
BEHIND RETAINING WALL
CONCRETE DITCH WITH CONCRETE SILL
~
~WALL
RETAINING
BREAKER
BOND
SILL
CONC.
SILL
CONC.
GRATE
DRAINAGE
B= 2.0'
D= 1.0'
1:2
d= 0.5'
( Not to Scale)
FROM STA. 32+08 TO STA. 32+56 LT -Y1RT-
FROM STA. 31+13 TO STA. 31+61 LT -Y1RT-
D
DETAIL H
Point
Shoulder
Point
Shoulder
d
B B= 2 Ft.
Max. d= 1 Ft.
Min. D= 2 Ft.
*When B is < 6.0'
Type of Liner= Class B Rip-Rap
Geotextile
Flatter2:1 or
Flatter
3:
1
or
SPECIAL CUT BASE DITCH
FROM STA. 43+71 TO STA. 44+13 LT -L-
FROM STA. 43+28 TO STA. 43+58 LT -L-
FROM STA. 41+99 TO STA. 42+29 LT -L-
FROM STA. 43+15 TO STA. 43+45 RT -L-
FROM STA. 42+66 TO STA. 42+96 RT -L-
FROM STA. 41+32 TO STA. 41+61 RT -L-
DETAIL L
GEOTEXTILE
GROUND
PLAN VIEW
PROFILE VIEW
DECK DRAIN DISSIPATOR PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
Geotextile= 69 sy (Total)
Type of Liner= 46 TONS CL B Rip-Rap (Total)
L= Varies
PAD
DISSIPATOR
( Not to Scale)
1.0'
L
4.0'
( Not to Scale)
FROM STA. 31+61 TO STA. 32+08 LT -Y1RT-
D
DETAIL Q
Point
Shoulder
Point
Shoulder
d
B B= 2 Ft.
Max. d= 1 Ft.
Min. D= 2 Ft.
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Geotextile
Flatter2:1 or
Flatter
3:
1
or
SPECIAL CUT BASE DITCH
B
2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH
FROM STA. 72+00 TO STA. 72+10 RT -L-
FROM STA. 35+12 TO STA. 36+13 RT -Y1RT-
DETAIL K
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
( Not to Scale)
2:12:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM STA. 36+36 TO STA. 39+00 LT -L-
DETAIL F
b= 5 Ft.
B= 2 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
STA. 21+06 RT -Y1RT-
STA. 19+86 RT -Y1RT-
STA. 71+81 M -L-
STA. 69+73 M -L-
STA. 67+62 M -L-
STA. 63+38 M -L-
STA. 21+73 RT -L-
STA. 21+11 M -L-
STA. 18+94 M -L-
STA. 18+92 RT -L-
STA. 15+55 M -L-
DETAIL M
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 15+28 LT -L-
DETAIL A
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= Class II Rip-Rap
Geotextile
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 36+13 TO STA. 37+50 RT -Y1RT-
DETAIL S
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= Class B Rip-Rap
Geotextile
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 71+12 TO STA. 72+92 LT -L-
DETAIL I
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Geotextile
( Not to Scale)
FROM STA. 49+00 TO STA. 52+40 LT -L-
FROM STA. 24+00 TO STA. 26+00 LT -Y1RT-
Point
Shoulder
Point
Shoulder
DETAIL J
Flatter4:1 or
Flatter
3:1
or
SPECIAL CUT V DITCH
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM STA. 44+37 TO STA. 45+45 LT -L-
FROM STA. 41+50 TO STA. 42+28 LT -L-
DETAIL C
b= 5 Ft.
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
*When B is < 6.0'
Type of Liner= Class B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM STA. 41+20 TO STA. 41+50 LT -L-
FROM STA. 23+38 TO STA. 24+77 RT -L-
DETAIL P
b= 5 Ft.
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
*When B is < 6.0'
Type of Liner= Class II Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
D
( Not to Scale)
B
DETAIL U
Ground
Natural
Point
Shoulder
STREAM STABILIZATION
Type of Liner= Class 'I' Rip-Rap
b
1"/Ft.1"/Ft.
b
2:1 2:1
Matting
Coir Fiber
Embedded Energy Dissipator Riffles at Interval on PSH
1:1
Rock Plating
EST. 440 TONS; 540 SY COIR FIBER MATTING
FROM STA. 43+89 TO STA. 46+50 -L- RT
*When B is < 6.0'
b= 1 Ft.
B= 2 Ft.
Min. D= 2 Ft. OR FL
ATTE
R
1.7:1
D
( Not to Scale)
B
d
DETAIL X
Ground
Natural
Point
Shoulder
STREAM STABILIZATION
Type of Liner= Class 'I' Rip-Rap
b
1"/Ft.1"/Ft.
b
2:1 2:1
Matting
Coir Fiber
Matting
Coir Fiber
d
Embedded Energy Dissipator Riffles at Interval on PSH
*When B is < 6.0'
b= 4 Ft.
B= 2 Ft.
Max. d= 5 Ft.
Min. D= 2 Ft.
2:1 2:1
EST. 125 TONS; 160 SY COIR FIBER MATTING
FROM STA. 52+87 TO STA. 53+61 -L- RT
D
( Not to Scale)
B
d
DETAIL Y
Ground
Natural
Point
Shoulder
STREAM STABILIZATION
Type of Liner= Class 'I' Rip-Rap
1"/Ft.
b
2:1 2:1
Matting
Coir Fiber
Matting
Coir Fiber
Embedded Energy Dissipator Riffles at Interval on PSH
*When B is < 6.0'
b= 5 Ft.
B= 2 Ft.
Max. d= 5 Ft.
Min. D= 2 Ft.
2:1
EST. 100 TONS; 130 SY COIR FIBER MATTING
FROM STA. 53+61 TO STA. 54+55 -L- RT
FROM STA. 67+58 TO STA. 67+75 LT -L-
FROM STA. 21+70 TO STA. 24+60 RT -L-
Fill Slope1.5:1 or Flatter
b= 1 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL N
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
FROM STA. 14+05 TO STA. 28+30 LT -Y1LT-
FROM STA. 21+50 TO STA. 25+00 RT -Y1RT-
FROM STA. 74+00 TO STA. 76+66 LT -L-
FROM STA. 60+00 TO STA. 66+50 RT -L-
FROM STA. 66+80 TO STA. 67+56 LT -L-
FROM STA. 51+60 TO STA. 66+80 LT -L-
FROM STA. 52+50 TO STA. 53+50 RT -L-
FROM STA. 29+20 TO STA. 34+50 RT -L-
DETAIL D
BEHIND RETAINING WALL
CONCRETE DITCH
~
SEIRAV
1:2
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
B= 2.0'
D= 1.0'
2:
1
b
( Not to Scale)
D2:
1 2:1
BERM 'V' DITCH
FROM STA. 14+98 TO STA. 17+80 RT -L-
DETAIL B
Ground
Natural
RDWY
d
Type of Liner= Excelsior Matting
b= 5 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.4:
1 D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FROM STA. 80+00 TO STA. 80+91 RT -L-
DETAIL R
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Ditch
Front
( Not to Scale)
BERM BASE DITCH
2:
1
2:1
D
2:1B
b
FROM STA. 24+30 TO STA. 25+00 LT -L-
DETAIL O
b= 5 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural RDWY
( Not to Scale)
BERM BASE DITCH
2:
1
2:1
D2:1B
b
d
FROM STA. 26+65 TO STA. 27+70 LT -L-
DETAIL E
b= 5 Ft.
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class 'B' Rip-Rap
Ground
Natural RDWY
GEOTEXTILE
D
( Not to Scale)
B
d
DETAIL T
Ground
Natural
Point
Shoulder
STREAM STABILIZATION
Type of Liner= Class 'I' Rip-Rap
b
1"/Ft.1"/Ft.
b
2:1 2:1
Matting
Coir Fiber
Matting
Coir Fiber
Embedded Energy Dissipator Riffles at Interval on PSH
*When B is < 6.0'
b= 1 Ft.
B= 2 Ft.
Max. d= 5 Ft.
Min. D= 2 Ft.
2:1 1:1
Rock Plating
EST. 160 TONS; 200 SY COIR FIBER MATTING
FROM STA. 42+95 TO STA. 43+89 -L- RT
D
( Not to Scale)
B
d
DETAIL V
Ground
Natural
Point
Shoulder
STREAM STABILIZATION
Type of Liner= Class 'I' Rip-Rap
b
1"/Ft.1"/Ft.
b
2:1 2:1
Matting
Coir Fiber
Matting
Coir Fiber
d
Embedded Energy Dissipator Riffles at Interval on PSH
*When B is < 6.0'
b= 3 Ft.
B= 2 Ft.
Max. d= 5 Ft.
Min. D= 2 Ft.
2:1 2:1
EST. 1070 TONS; 1300 SY COIR FIBER MATTING
FROM STA. 46+50 TO STA. 52+87 -L- RT
SHEET __ OF __
PERMIT DRAWING
ENGINEER
SHEET NO.PROJECT REFERENCE NO.
3D-3 8/17/99ROADWAY DESIGN
REVISIONS PENTABLE:FILE:NCDOT\NCDOT-B3186_TO2_c_\6.0_CAD_BIM\6.2_Work_In_Progress\B-3186-B-5898\Hydraulics\PERMITS_Environmental\Drawings\B3186-B5898_PRM_DETAILS.dgnUSER:CMYERSDATE:5/11/2021NCDOT_pdf_color_eng_100.pltPLOT DRIVER:5:50:58 PMTIME:NCDOT_permits_CON.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
B-3186 / B-5898

CC
A
A
B
BFLOW{PLAN VIEW
ELEVATION POINT
BANK
TOP OF
TOE
RIFFLE
HEAD OF
RIFFLE
TOE OF
FILTER FABRIC
STATION
43+32 RT -L-
44+45 RT -L-
44+95 RT -L-
45+45 RT -L-
46+45 RT -L-
47+45 RT -L-
48+45 RT -L-
53+90 RT -L-
52+45 RT -L-
52+45 RT -L-
51+95 RT -L-
51+45 RT -L-
50+95 RT -L-
49+45 RT -L-
54+34 RT -L-
54+11 RT -L-
ELEVATION
R
IFFLE
MATTING (TYP)
COIR FIBER
TOE
SECTION C-C
SECTION B-B
SECTION A-A
max
1/3 D
MATTING (TYP.)
COIR FIBER
FABRIC
FILTER
MINIMUM
3'
RIFFLE
HEAD OF
2 FT (TYP.)
2 FT (TYP.)
RIFFLE
TAIL OF
OF (50%) CLASS "B" AND (50%) CLASS "I".
" NOM. THICKNESS WELL GRADED MIX
(50%) CLASS "I"
GRADED MIX OF (50%) CLASS "B" AND
"NOM. THICKNESS WELL
STREAM BED
BURY CLASS II RIP RAP 2' BELOW BED (TYP.)
CENTER CLASS II 2"-4"
ROCK
FOOTER
(SEE NOTE FOR SIZE)
CLASS II RIP RAP
ENERGY REDUCTION RIFFLE
2586.9 FT
2585.6 FT
2584.6 FT
2580.9 FT
2579.5 FT
2578.0 FT
2576.6 FT
2575.3 FT
2573.9 FT
2572.8 FT
2571.8 FT
2570.6 FT
2569.3 FT
2568.5 FT
2568.0 FT
2566.3 FT
= 4-6 FT
Length (TYP)
Riffle
BENCHES. SEE STREAMBANK REFORESTATION DETAIL.
OPTION FOR INCLUDING LIVE STAKES ON FLOODPLAIN
IMPEDE AQUATIC ORGANISM PASSAGE
EACH STRUCTURE EMBEDDED IN ORDER TO NOT
PER STRUCTURE ON PLANS
SEE TABLE FOR ELEVATION POINT DATA
2' DIAMETER
OR SHOT ROCK, ANGULAR AND OBLONG, TYPICAL DIMENSION
CLASS II RIP RAP SHOULD BE NATIVE STONES
NOTE
44+12 RT -L-2567.8 FT
50+43 RT -L-2574.34 FT
SHEET __ OF __
PERMIT DRAWING
REINFORCEMENT BAR
#10 STEEL
12"
1"
24"
4"
1"
STAPLE
1" (nominal)
DIAMETER BEND
4"
WOODEN STAKE
2" x 2" (nominal)
BACKFILLMATTING
COIR FIBER
GROUND
EXISTING
FLOODPLAIN/
TO NWSEL
EXTEND MATTING
OF FLOW
DIRECTION
IN TRENCH
MATTING
AND BACKFILLED
PLACED IN TRENCH
MATTING SHALL BE
COIR FIBER MATTING DETAIL
ANCHOR OPTIONS
PLAN VIEW
TYPICAL CROSS SECTION
NOT TO SCALE
STREAM BED
{
ON 1' CENTERS
ANCHOR TRENCH
ON 1' CENTERS
ANCHOR OVERLAP
3' CENTERS
ANCHORS ON
6" OVERLAY(MIN)
(TYP)
18"
3' CENTERS
ANCHORS ON
6" MIN
IN TRENCH
1' CENTERS
ANCHORS ON
12-24"
1-2"
1-2"
1' CENTERS
ANCHORS ON
1' CENTERS
ANCHORS ON
1' CENTERS
ANCHORS ON
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-3186 / B-5898 3D-4
SEE DETAIL 3D-1 FOR ROCK PLATING STREAM SLOPES
SHEET __ OF __
PERMIT DRAWING
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
SEE PLAN SHEETS FOR AREAS TO BE PLANTED
DIBBLE PLANTING METHOD
firming soil at top.
5. Push handle forward
PLANTING NOTES:
N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT
correct depth.
and place seedling at
2. Remove planting bar
USING THE KBC PLANTING BAR
PLANTING DETAILS
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
toward planter.
as shown and pull handle
1. Insert planting bar
root systems from drying.
container to prevent the
canvas bag or similar
shall be kept in a moist
During planting, seedlings
PLANTING BAG
soil at bottom.
toward planter, firming
4. Pull handle of bar
thoroughly.
hole open. Water
6. Leave compaction
PAID FOR AS "STREAMBANK REFORESTATION"
NOTE: TYPE 1 AND TYPE 2 STREAMBANK REFORESTATION SHALL BE
STREAMBANK REFORESTATION
TYPE 1
50% CORNUS AMOMUM
50% SALIX NIGRA
SILKY DOGWOOD
BLACK WILLOW
TYPE 2
TYPE II
TYPE I
FT.
STREAM
STREAMBANK REFORESTATION TYPICAL
8 FT.
4
from seedling.
2 inches toward planter
3. Insert planting bar
1 inch thick at center.
4 inches wide and
be 12 inches long,
cross section, and shall
blade with a triangular
Planting bar shall have a
KBC PLANTING BAR
root collar.
10 inches below the
no roots extend more than
pruned, if necessary, so that
All seedlings shall be root
ROOT PRUNING
2 inch
25% BETULA NIGRA
25% PRUNUS SEROTINA
25% PLATANUS OCCIDENTALIS
25% LIRIODENDRON TULIPIFERA
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
RIVER BIRCH
BLACK CHERRY
SYCAMORE
TULIP POPLAR
BAREROOT PLANTING DETAILLIVE STAKES PLANTING DETAIL
BUDS (FACING UPWARD)
ANGLE CUT 30°-45°
SQUARE CUT
GROUND
EXISTING/PROPOSED
LIVE STAKES
BANK STABILIZATION WITH LIVE STAKES
LIVE STAKE
COIR FIBER MAT
(1/2"-2" DIAMETER)
LIVE CUTTING
2 - 3 Feet
2 ft - 3 ft LIVE STAKES
2 ft - 3 ft LIVE STAKES
STREAMBED
EXISTING/PROPOSED
APPROXIMATELY 2724 PLANTS PER ACRE.
ON CENTER, RANDOM SPACING, AVERAGING 4 FT. ON CENTER,
TYPE 1 STREAMBANK REFORESTATION SHALL BE PLANTED 3 FT. TO 5 FT.
APPROXIMATELY 680 PLANTS PER ACRE.
ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER,
TYPE 2 STREAMBANK REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT.
OF LIVE STAKE IS WITHIN GROUND
LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4
ON CENTER
LIVE STAKES SHALL BE SPACED APPROXIMATELY 4 FEET
NOTE:
B-3186 / B-5898 3D-5
DETAIL SHEET 1 OF 1
STREAMBANK REFORESTATION
18" CMP
24" CMP
DI DI
DI
DI
15" CMP
15" CMP24" HDPE
48" CMP
18" HDPE
PAVED DITCHDI DIGRGR
RR TIES
BENCH
CONC
WOODS
BST
BST
BSTBSTBST1SFD
GR
GR
GR
GR4' WW & 1SBW
5' WW & 1SBW
4' WW & 1SBW
GRGR
GR
1SMTL BUS GRCONC
5' WW & 1SBW
WOODS
GRMTL GUARD RAIL
MTL GAURD RAIL
MTL GAURD RAIL
CONC
CONC
BATHROOM
WOOD FRAME
24" DI
24" DI
24" DI24" DI
US 23/74
(WEST BOUND)
S
s
28" WALNUT
18" WALNUT
50' DUKE POW
ER CO. EASEM
ENT50' DUKE POW
ER CO. EASEM
ENT4' WD RAIL60110
2577.35
WOODS
WOODS
WOODS
WOODS
HEDGE
WOODS
W
OODSHEDGE
HEDGEHEDGE
WOODS
WOODS
GOLF COURSE
GOLF COURSE
4" PVCUS 23/74
(EAST BOUND)
FROM CITTY OF WAYNESVILLE
PER HAND DRAWN REFFERENCE
APPROXIMATE LOCATION OF SEWER LINE
SHEET __ OF __
PERMIT DRAWING
SEE SHEET 6A
LEGEND
-L- CS Sta. 36+26.50
-L- ST Sta. 39+62.50
35+00
40+00
35+00
40+00
45+00
-L_RT- CS Sta. 36+07.43
-L_LT- CS Sta. 36+28.46
-L_LT- ST Sta. 39+64.46
-L_RT- ST Sta. 39+43.43
-L_RT- TS Sta. 44+95.45
-L
RT-
-L
LT
-
-L
-
-L-
-L RT-
-L LT-
45+00
35+00
40+00
45+00NAD 83/ 2011
1
3
2
F
F
F
FC
C
C
F
c
c
F
35+00
40+00
45+00
35+00
40+00
45+00
0706050202020201000102030405B-77
B-77
BEGIN WALL
+30 -DET01_EB- BEGIN SFB
+89 -DET01_EB-
B-77
B-77
B-77
+00(TYP)
25'
(TYP)
25'
END WALL
END SFB
+83.83 -DET01_EB-
TEMP BRIDGE
41+05 BEGIN
TEMP BRIDGE
44+05 END
2559 2560256025602561256125612561256125622562256225622562 256225622562256225632563
25632563256325632564256425642564256425642
5
6
4
25642565256525652565256525652 5 6 5
25652565256
52565256525652565 2565256525652565 25662566256625662566
25662566256625662
5
6
6 2566256625662566256625662566
2566
2566 2567256725672567
256725672567256725672567 256725672567 2567256725672567
2
5
6
7 25672567 25672567256725672567256725672568
25682568
25682568
25682
5
6
8 25682568256825682568256825682568
25682568256825682568256825682568256825682568256825682568256925692569
2 5 6 9
256925692569
256925692569256925692569
25692
5
6
92569
2569
25692569
25692569
2569256925692569
256925702570257025702570
2570
2570
25702570
257025702570
25702570
257025702570257025702570257025702570
2
5
7
0 25702
5
70
2
5
7
0
25702 5 70
25702571 257125712571
257125712571
2571
257125712571257125712571257225722572
2572
2572
25722572
2572 2572257225722572 257225722572 257325732573
2573
2573
2573
25732573
2573 2573257325732573257325732574257425742574
2574
2574
257425742
5
7
4
25742574257425742574 25742574257525752575257525752575
2575
257525752575
2575
2575
2575
257525752575
257525752575
2575 25752575257525752575257525752575257525752
5
7
5
2575
257525762576 2 5 7 6
257625762576
2576
257625
7625762576 25762576257625762576257
6
25762576
257625772577
2 5 7 7
2577 257725772577 25772577
2577
25772577
2577 257725772577257725772577
257
725772577
2577257825782578
2578
2578
25782578
2578
2578
2578
2578
2578 2578257825782578 257825782578 2579257925792579
257925792579
2579
25792579
2579 257925792579257925792579
2579257925792580258025802580 258025802580
2580
25802580
25802580
2580
2580
258025802580
25802580
2580 2580258025802580258025802
5
8
0 258025802580
25802580
2580
258025812581 25812581
2581
25812581
25812581
2581 25812581258125812582258225822582
2582
2582
2582
25822582
2582 2582258225822582
2582 2583258325832583
2583
2583
2583
25832
58
32583
2583
2583 25832583258325832583 25832584258425842584
2584
25842584258425842584
2584 25842584258425852585258525852585258525852585
2585
2585
2585
2585258525852585
25852585
2585
2585
2585 2585258525852585 258525852585258525852586258625862586
2586
258625862586
2586
2 5 86
2586258625862586258625862586
258625
8625872587258725872587
2587
2587258725872587
2587
25872587 25872587
2587258725872587
258725882588258825882588
2588
2588258825882588
2588 258825892589258925892589
2589
2589258925892589
2589 2590259025902590259025902590
2590
2590
2590
2590
2590
25902590
25902590
25902590
2590
2590
25902590 2591259125912591
2591
2591
2591259125912591
2591259225922592259225922592
2592259225922592
2592 259325932593259325932593
2593259325932593
25932593259425942594259425942594
2594
2594
2594
25942594259525952595259525952595259525952595
2
595
2595
2595
2595
2595
25952595
259525952595
2595
259525952595 2596259625962596259625
96
2596
2596
2596
2596
2596
25962
5
9
6
2596259725972597
25972597
2597
2597259725972597
2 5 9 7 259725982598259825982598
2598
2598
2598
2598
2598
2598
25 9825982599 2599259925992599
2599
2599
2599
2599
25992599
259925992600260026002600260026002600260026002600
2
600
2600
2600
2600
26002600
260026002600260 02600
2600
260026002601260126012601
2601
26012601
26012 60 12601 260126012601260226022602
2602
2602260226022602
2 6 0 2
2602260226022602260326032603
2603260326032 6 0 3
26032603 260
32
60
3
260326042604260426042604
260426042604
2604 26052605260526052605260526052605
26052605
26052605260526052605260526052605 260526062606260626062606
2606
260626062606260626072607260726072607
2607
26072607
260726072608260826082608
2608
2608
2608
260826082609260926092609
2609260926092 6 0 9
2609 261026102610261026102610
2610
2610
261026102610261026102610
26102610
26
10 2611261126112611
2611
26112611
261126112612261226122612
2612261226122612
2612 2613261326132613
2613261326132613
2613 2614261426142614
261426142614
2614 261526152615261526152615
2615
2615
26152615
2615261526152615
2 6 1 5
2615
2615 2616261626162616
261626162616
2616 2617261726172617
261726172617
2617 2618261826182618
2618261826182618
2618 261926192619
2619
2619
26192619
261926
1926202620262026202620
2620
26202620262026202620
2620
2 6 2 02620 262126212621
2621262126212621 262226222622
26222622
2622
2622 262326232623
262326232623
2623 262426242624
2624262426242624 26252625262526252625
2625
26252625262526252625
2625
2
62
5 26262626
2626
262626262626 262726272627
262726272627 262826282628
2628262826282628 262926292629
26292 629
2629 2630263026302630
263026302630
26302630
2630 26312631263126312631263226322
63
2
263226322632 2633263326332633263326342634
263426342634 263526352635
2635
263526352635 2635263526362636
26362636263726372637
2637 263726382638
2638
2638 2638263926392639263926402640
2640
26402640
2
6
4
0 2640264026412641
2641 26412642264226422642 26422643
26432643 26442644
2644 26452645
264526452645
2
64
5 2646264626
4
62647264726
4
72648
2648264
8264926492
649 265026502650 26512652265326542655265526552656265726582659266026602661266226632664
26
65 2665266626672668266926702672 6

MATCHLINE -L- STA. 31+00, SEE SHEET 5 MATCHLI
NE
-L-
STA. 45+00,
SEE SHEET 7FOR -L_RT- PROFILE, SEE PROFILE SHEET 12 & 13
FOR -L_LT- PROFILE, SEE PROFILE SHEET 12 & 13
SEE SHEET 3D-2 FOR DRAINAGE DITCH DETAILSNAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.REVISIONS PENTABLE:FILE:NCDOT\NCDOT-B3186_TO2_c_\6.0_CAD_BIM\6.2_Work_In_Progress\B-3186-B-5898\Hydraulics\PERMITS_Environmental\Drawings\B3186-B5898_PRM_WET_PSH.dgnUSER:TCARTERDATE:5/12/2021Hydro_color_pdf.pltcfgPLOT DRIVER:3:57:39 PMTIME:NCDOT_permits_CON.tbl
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
B-3186 / B-5898
BEG WW FENCE
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
RICHLAND CREEK RICHLAND CREEK2GI
2GI
2GI
REMOVE RE
M
O
VE
REMOVE
REMOVE SYSTEM
EST. 5 TONS
CLASS 'I' RIP RAP
14 SY GEO-TEXTILE
RETA
IN
RETAIN
RETAIN2GI
2GI
2GI
18" RCP-IV 18" RCP-IV 18" RCP-IV
18" RCP-IV
24" RCP-IV
18" RCP-IV W/ ELBOWS18" CSPW/ ELBOWS
18" CSP
W/ ELBOWS
18" CSP18" RCP-IV 18" RCP-IV
EST. 3 TONS
CLASS 'I' RIP RAP
10 SY GEO-TEXTILE RETAINFROM STA. 43+74 TO STA. 44+10 LT.
FROM STA. 43+31 TO STA. 43+55 LT.
FROM STA. 42+02 TO STA. 42+26 LT.
6" DIAMETERS ON 12' CENTERS
FROM STA. 43+18 TO STA. 43+42 RT.
FROM STA. 42+69 TO STA. 42+93 RT.
FROM STA. 41+34 TO STA. 41+58 RT.
6" DIAMETERS ON 12' CENTERS
DECK DRAINS REQUIRED - WB DECK DRAINS REQUIRED - EB
TB 2GITB 2GI TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
EST. 5 TONS
CLASS 'I' RIP RAP
14 SY GEO-TEXTILE
W/ ELBOWS
24" CSP 24" RCP-
I
VDETAIL 'D'
SEE SHEET 3D-2
BEHIND RETAINING WALL
CONCRETE DITCH
DETAIL C
SEE SHEET 3D-2
62 SY GEOTEXTILE
EST 19 TONS
W/CLASS 'B' RIPRAP
2' LATERAL BASE DITCH
DETAIL C
SEE SHEET 3D-2
126 SY GEOTEXTILE
EST 43 TONS
W/CLASS 'B' RIPRAP
2' LATERAL BASE DITCH
DETAIL U
SEE SHEET 3D-2
STREAM STABILIZATION
SEE SHEET 3D-3
ENERGY DISSIPATOR RIFFLE
DISCHARGE INCREASE = 0.61%
OUTLET LOCATION 42+94 -L- RT
PRE VS POST DISCHARGE FOR
PRE VS. POST SITE 5:
SEE SHEET 3D-2 DETAIL L
DECK DRAIN DISSIPATOR PAD
2GI-A
2GI-A
JB w/MH
RCP-IV 18"
DDE=69 CY
DETAIL P
SEE SHEET 3D-2
40 SY GEOTEXTILE
EST 23 TONS
W/CLASS 'II' RIPRAP
2' LATERAL BASE DITCH
DDE=133 CY
DETAIL T
SEE SHEET 3D-2
STREAM STABILIZATION
2GI
TB
REMOVE
RCP-IV
18" REMOVEREMOVERCP-
I
V24"F
LOWABLE
FI
LLFI
LL WI
TH
DDE=171 CY
DETAIL F
SEE SHEET 3D-2
LATERAL BASE DITCH
SEE SHEET 3D-2 DETAIL L
DECK DRAIN DISSIPATOR PAD
W/ELBOWS18" CSP2GI
SITE 3
SITE 1
SITE 2
S
C
C
F
F
F
F
18" CMP
24" CMP
DI DI
DI
DI
15" CMP
15" CMP24" HDPE
48" CMP
18" HDPE
PAVED DITCHDI DIGRGR
RR TIES
BENCH
CONC
WOODS
BST
BST
BSTBSTBST1SFD
GR
GR
GR
GR4' WW & 1SBW
5' WW & 1SBW
4' WW & 1SBW
GRGR
GR
1SMTL BUS GRCONC
5' WW & 1SBW
WOODS
GRMTL GUARD RAIL
MTL GAURD RAIL
MTL GAURD RAIL
CONC
CONC
BATHROOM
WOOD FRAME
24" DI
24" DI
24" DI24" DI
US 23/74
(WEST BOUND)
S
s
28" WALNUT
18" WALNUT
50' DUKE POW
ER CO. EASEM
ENT50' DUKE POW
ER CO. EASEM
ENT4' WD RAIL60110
2577.35
WOODS
WOODS
WOODS
WOODS
HEDGE
WOODS
W
OODSHEDGE
HEDGEHEDGE
WOODS
WOODS
GOLF COURSE
GOLF COURSE
4" PVCUS 23/74
(EAST BOUND)
FROM CITTY OF WAYNESVILLE
PER HAND DRAWN REFFERENCE
APPROXIMATE LOCATION OF SEWER LINE
SHEET __ OF __
PERMIT DRAWING
SEE SHEET 6A
LEGEND
-L- CS Sta. 36+26.50
-L- ST Sta. 39+62.50
35+00
40+00
35+00
40+00
45+00
-L_RT- CS Sta. 36+07.43
-L_LT- CS Sta. 36+28.46
-L_LT- ST Sta. 39+64.46
-L_RT- ST Sta. 39+43.43
-L_RT- TS Sta. 44+95.45
-L
RT-
-L
LT
-
-L
-
-L-
-L RT-
-L LT-
45+00
35+00
40+00
45+00NAD 83/ 2011
1
3
2
F
F
F
FC
C
C
F
c
c
F
35+00
40+00
45+00
35+00
40+00
45+00
0706050202020201000102030405B-77
B-77
BEGIN WALL
+30 -DET01_EB- BEGIN SFB
+89 -DET01_EB-
B-77
B-77
B-77
+00(TYP)
25'
(TYP)
25'
END WALL
END SFB
+83.83 -DET01_EB-
TEMP BRIDGE
41+05 BEGIN
TEMP BRIDGE
44+05 END
6

MATCHLINE -L- STA. 31+00, SEE SHEET 5 MATCHLI
NE
-L-
STA. 45+00,
SEE SHEET 7FOR -L_RT- PROFILE, SEE PROFILE SHEET 12 & 13
FOR -L_LT- PROFILE, SEE PROFILE SHEET 12 & 13
SEE SHEET 3D-2 FOR DRAINAGE DITCH DETAILSNAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.REVISIONS PENTABLE:FILE:NCDOT\NCDOT-B3186_TO2_c_\6.0_CAD_BIM\6.2_Work_In_Progress\B-3186-B-5898\Hydraulics\PERMITS_Environmental\Drawings\B3186-B5898_PRM_WET_PSH.dgnUSER:TCARTERDATE:5/12/2021Hydro_color_pdf.pltcfgPLOT DRIVER:3:58:12 PMTIME:NCDOT_permits_NOCON.tbl
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
B-3186 / B-5898
BEG WW FENCE
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
RICHLAND CREEK RICHLAND CREEK2GI
2GI
2GI
REMOVE RE
M
O
VE
REMOVE
REMOVE SYSTEM
EST. 5 TONS
CLASS 'I' RIP RAP
14 SY GEO-TEXTILE
RETA
IN
RETAIN
RETAIN2GI
2GI
2GI
18" RCP-IV 18" RCP-IV 18" RCP-IV
18" RCP-IV
24" RCP-IV
18" RCP-IV W/ ELBOWS18" CSPW/ ELBOWS
18" CSP
W/ ELBOWS
18" CSP18" RCP-IV 18" RCP-IV
EST. 3 TONS
CLASS 'I' RIP RAP
10 SY GEO-TEXTILE RETAINFROM STA. 43+74 TO STA. 44+10 LT.
FROM STA. 43+31 TO STA. 43+55 LT.
FROM STA. 42+02 TO STA. 42+26 LT.
6" DIAMETERS ON 12' CENTERS
FROM STA. 43+18 TO STA. 43+42 RT.
FROM STA. 42+69 TO STA. 42+93 RT.
FROM STA. 41+34 TO STA. 41+58 RT.
6" DIAMETERS ON 12' CENTERS
DECK DRAINS REQUIRED - WB DECK DRAINS REQUIRED - EB
TB 2GITB 2GI TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
EST. 5 TONS
CLASS 'I' RIP RAP
14 SY GEO-TEXTILE
W/ ELBOWS
24" CSP 24" RCP-
I
VDETAIL 'D'
SEE SHEET 3D-2
BEHIND RETAINING WALL
CONCRETE DITCH
DETAIL C
SEE SHEET 3D-2
62 SY GEOTEXTILE
EST 19 TONS
W/CLASS 'B' RIPRAP
2' LATERAL BASE DITCH
DETAIL C
SEE SHEET 3D-2
126 SY GEOTEXTILE
EST 43 TONS
W/CLASS 'B' RIPRAP
2' LATERAL BASE DITCH
DETAIL U
SEE SHEET 3D-2
STREAM STABILIZATION
SEE SHEET 3D-3
ENERGY DISSIPATOR RIFFLE
DISCHARGE INCREASE = 0.61%
OUTLET LOCATION 42+94 -L- RT
PRE VS POST DISCHARGE FOR
PRE VS. POST SITE 5:
SEE SHEET 3D-2 DETAIL L
DECK DRAIN DISSIPATOR PAD
2GI-A
2GI-A
JB w/MH
RCP-IV 18"
DDE=69 CY
DETAIL P
SEE SHEET 3D-2
40 SY GEOTEXTILE
EST 23 TONS
W/CLASS 'II' RIPRAP
2' LATERAL BASE DITCH
DDE=133 CY
DETAIL T
SEE SHEET 3D-2
STREAM STABILIZATION
2GI
TB
REMOVE
RCP-IV
18" REMOVEREMOVERCP-
I
V24"F
LOWABLE
FI
LLFI
LL WI
TH
DDE=171 CY
DETAIL F
SEE SHEET 3D-2
LATERAL BASE DITCH
SEE SHEET 3D-2 DETAIL L
DECK DRAIN DISSIPATOR PAD
W/ELBOWS18" CSP2GI
SITE 3
SITE 1
SITE 2
S
C
C
F
F
F
F
18" CMP
DI
DI
15" CMP
15" CMP24" HDPE
48" CMP
18" HDPEBSTGR
GRGR
1SMTL BUS GRCONC
5' WW & 1SBW
WOODS
GR
CONC
BATHROOM
WOOD FRAME 24" DI
24" DI24" DI
US 23/74
(WEST BOUND)
S
s 4' WD RAIL60110
2577.35
WOODS
HEDGE
WOODS
HEDGEHEDGE
WOODS
WOODS
S 12°38'42" E174.56'S 05°04'13" W64.91'15.86'S 48°58'40" E182.90'S 40°48'40" E146.43'S 41°12'06" W
193.26'S 48°53'48" E111.65'S 48°59'06" E90.60'
N 41°06'12" E
275.74'
EIP
NAIL4" PVCDAVID I. HEITZ
DB 592 PG 2339
DB 511 PG 549
US 23/74
(EAST BOUND)
STEPHEN B. KIDD
LEGEND
SHEET __ OF __
PERMIT DRAWING
6A
3
2
40+00
45+00
40+00
45+00
-DET01 WB- ST Sta. 39+42.94
-DET01 EB- PT Sta. 40+18.53 0202020201000102030405B-77
BEGIN WALL
+30 -DET01_EB- BEGIN SFB
+89 -DET01_EB-
B-77
B-77
B-77
+00(TYP)
25'
TEMP BRIDGE
41+05 BEGIN
TEMP BRIDGE
44+05 END256025612561
256125612562256225622562 25622562256225622563
256325632563256325642564256425642564256425652565256525652 5 6 5 256525652565256525652566
2566256625662566256625662566256625662566
2566 256725672567
25672567256725672567 2567256725672567
2
5
6
7
2567
256725672567256725682568
256825682568256825682568
256825682568256825682568256825682568256825682568256925692569
2 5 6 9
256925692569256925692569
25692569
25692569
25692569256925692569
25692570257025702570
2570
2570
25702570257025702570257025702570
2
5
7
0
257025 7 02570 257125712571
257125712571257125722572
2572
2572
257225722572257225732573
2 5 7 3
2573
25732573257325732573257325742574
2574
2574
2574257425742574257425752575
2575
257525752575
2575
2575
25752575257525752575257525752575
2575
2 5 7 6
257625762576
2576257625762576 25762576
2576
2 5 7 7
2577 257725772577 25772577
2577
257725772577257725772577
2577
2 5 7 8
2578
2578
25782578
2578
257825782578
257825792579
257925792579
257925792579
25792579 258025802580
2580
25802580
25802580
2580
258025802580258025802580
2580 25812581
25812581
2581258125822582
2582
2582
2582258225822583
2583
2583
2583
25832583258325842584
2584258425842584258525852585
2585
2585258525852585 258525852585258525862586
25862586258625862586
258625872587
25872587 25872587
2587258725872587
258725882588 258825892589 25902590
2590
2590
2591
2591 25922592 259325932594259425952595
2
5
9
5 259625962
5
9
6
2596
25972597 25972598
2598 259925992600 26002600
2
6
0
0
260126022602
2
6
0
3
w/Slab Lid
TB JB
w/Slab Lid
TB JBT0
T1
T3
T5 T6
42" RCP-IV
FS
T7RCP-
I
V 18"
T32
T33EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
RETAIN RETAINRETAINDETAIL 01
DISSIPATOR PAD
DECK DRAIN
18"
CSP
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
T2
T37
T38
2GI-A
ON BANKS ONLY
CLASS 'I' RIP RAP
EST. 26 TONS
2GI
JB w/SLAB LID
FROM STA. 41+39 TO STA. 43+79 LT.FROM STA. 41+24 TO STA. 43+64 RT.6" DIAMETER PVC ON 12' CENTERSDECK DRAINS REQUIRED - EB
18" CSP42" RCP-IV
18" RCP-IV 2GI
RCP-IV
42"
42" RCP-IV
RCP-IV
42"
DET01 EB
DET01 WB
6

MATCHLINE -L- STA. 31+00, SEE SHEET 5 MATCHLI
NE
-L-
STA. 45+00,
SEE SHEET 7FOR -L_RT- PROFILE, SEE PROFILE SHEET 12 & 13
FOR -L_LT- PROFILE, SEE PROFILE SHEET 12 & 13
SEE SHEET 3D-2 FOR DRAINAGE DITCH DETAILSNAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.REVISIONS PENTABLE:FILE:NCDOT\NCDOT-B3186_TO2_c_\6.0_CAD_BIM\6.2_Work_In_Progress\B-3186-B-5898\Hydraulics\PERMITS_Environmental\Drawings\B3186-B5898_PRM_WET_PSH.dgnUSER:TCARTERDATE:5/12/2021Hydro_color_pdf.pltcfgPLOT DRIVER:3:55:19 PMTIME:NCDOT_permits_CON FOR DETOUR SHEETS.tbl
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
B-3186 / B-5898
BEG WW FENCE
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
RICHLAND CREEK
SITE 3
SITE 1
SITE 2
S
F
F
F
18" CMP
DI
DI
15" CMP
15" CMP24" HDPE
48" CMP
18" HDPEBSTGR
GRGR
1SMTL BUS GRCONC
5' WW & 1SBW
WOODS
GR
CONC
BATHROOM
WOOD FRAME 24" DI
24" DI24" DI
US 23/74
(WEST BOUND)
S
s 4' WD RAIL60110
2577.35
WOODS
HEDGE
WOODS
HEDGEHEDGE
WOODS
WOODS
S 12°38'42" E174.56'S 05°04'13" W64.91'15.86'S 48°58'40" E182.90'S 40°48'40" E146.43'S 41°12'06" W
193.26'S 48°53'48" E111.65'S 48°59'06" E90.60'
N 41°06'12" E
275.74'
EIP
NAIL4" PVCDAVID I. HEITZ
DB 592 PG 2339
DB 511 PG 549
US 23/74
(EAST BOUND)
STEPHEN B. KIDD
LEGEND
SHEET __ OF __
PERMIT DRAWING
6A
3
2
40+00
45+00
40+00
45+00
-DET01 WB- ST Sta. 39+42.94
-DET01 EB- PT Sta. 40+18.53 0202020201000102030405B-77
BEGIN WALL
+30 -DET01_EB- BEGIN SFB
+89 -DET01_EB-
B-77
B-77
B-77
+00(TYP)
25'
TEMP BRIDGE
41+05 BEGIN
TEMP BRIDGE
44+05 END
w/Slab Lid
TB JB
w/Slab Lid
TB JBT0
T1
T3
T5 T6
42" RCP-IV
FS
T7RCP-
I
V 18"
T32
T33EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
RETAIN RETAINRETAINDETAIL 01
DISSIPATOR PAD
DECK DRAIN
18"
CSP
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
T2
T37
T38
2GI-A
ON BANKS ONLY
CLASS 'I' RIP RAP
EST. 26 TONS
2GI
JB w/SLAB LID
FROM STA. 41+39 TO STA. 43+79 LT.FROM STA. 41+24 TO STA. 43+64 RT.6" DIAMETER PVC ON 12' CENTERSDECK DRAINS REQUIRED - EB
18" CSP42" RCP-IV
18" RCP-IV 2GI
RCP-IV
42"
42" RCP-IV
RCP-IV
42"
DET01 EB
DET01 WB
6

MATCHLINE -L- STA. 31+00, SEE SHEET 5 MATCHLI
NE
-L-
STA. 45+00,
SEE SHEET 7FOR -L_RT- PROFILE, SEE PROFILE SHEET 12 & 13
FOR -L_LT- PROFILE, SEE PROFILE SHEET 12 & 13
SEE SHEET 3D-2 FOR DRAINAGE DITCH DETAILSNAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.REVISIONS PENTABLE:FILE:NCDOT\NCDOT-B3186_TO2_c_\6.0_CAD_BIM\6.2_Work_In_Progress\B-3186-B-5898\Hydraulics\PERMITS_Environmental\Drawings\B3186-B5898_PRM_WET_PSH.dgnUSER:TCARTERDATE:5/12/2021Hydro_color_pdf.pltcfgPLOT DRIVER:3:50:27 PMTIME:NCDOT_permits_CON FOR DETOUR SHEETS.tbl
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
B-3186 / B-5898
BEG WW FENCE
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
RICHLAND CREEK
SITE 3
SITE 1
SITE 2
S
F
F
F
W
DI DI
DI
CB
HW
HWHW
HW
DI
CB CB30" CMP18" CMP18" CMP15" CMP24" CMP
24" CMP 24" CMP18" CMP24" CMP24" CMP24" C
MP
PAVED DITCH
PAVED DITCH 5' WW & 1SBW
5' WW
& 1SBWBSTBST5'WW & 1SBW
5'WW & 1S
BWWOODS
18" RCPWOODSSHRUBS1SMTL BUS
GR
GR
CONC 6' CHL & 3SBW1SF
SWITCH BOXES ELECTRIC PANELS
1SMTL
SATALITE DISH
BST
18" C & G
CONC SW
6" CHL & SBW
GR
CONC PAD
WOODS
WOODS
BST
BSTBST
BST
WOODS
WOODS WOODS18" C &

G
30" C &
G
CB
CBCB
18" C & G
LTLT
LTLT
LT
LT
LT LT
6" CONC CURB DI
DI
DI
WOODS
WOODS
WOODS
M
TL GUARD RAI
LM
TL GUARD RAI
LMTL GUARD RAI
LM
T
L G
U
A
R
D

R
A
IL
MTL GUARD RAIL 18" CMP18" CMP
24" CONC C&
G
CONC
CONC SW(EA
S
T
B
OUND
)U
S

2
3/7
4SS48" OAK
RIP RAP
METER
POWER
T5' CHL GATE
GATE
6' CHL US 19(
W
EST BOUND)
(EAST BOUND)US 19US 19(
W
EST BOUND)
(EAST BOUND)US 1918" HDPEHI
KORY HI
LL ROAD16' BST16' BST30' DUKE POWER CO. EASEMENT30' DUKE POWER CO. EASEMENT30'
DUKE POWER CO.
EASEMENT30'
DUKE POWER CO.
EASEMENT1341819202
1
HEDGE
HEDGE
HEDGE
HEDGE
HEDGE HEDGE
HEDGE
WOODS
WOODS
DITCH
PAVED
US
23
/74
(WEST
BOUND
)WOODS
HEDGE
DI
PAD
CONC DUMPSTER
WOODS
6" CHL & SBW
SHEET __ OF __
PERMIT DRAWING
-L- TS Sta. 46+11.55
-L- SC Sta. 49+47.55
-L- CS Sta. 54+04.47
50+00
55+00-L- TS Sta. 58+97.47
45+00
50+00
55+0025
+00
30+0035+00-L_LT- TS Sta. 46+20.74
-L_RT- SC Sta. 48+31.45
-L_LT- SC Sta. 49+56.74
-Y1LT- ST Sta. 26+65.97
-Y1LT- CS Sta. 24+65.97
-L_LT- CS Sta. 54+40.85
-L_LT- SRS Sta. 57+76.85
-L_RT- CS Sta. 55+30.36
-Y1RT- PCC Sta. 32+50.64
-L_RT- SRS Sta. 58+66.36
-Y1RT- CS Sta. 36+12.49
-L LT-
-L RT-
-L-
-L-
-L LT-
-L RT-
-Y1
R
T--Y
1R
T
--Y1LT-
-Y1LT-
-L_LT- POS Sta. 56+11.71 36' LT
-Y1LT- POT Sta. 33+16.69 =
45+00
-L- ST Sta. 57+40.47
-Y1RT- POC STA. 27+54.43
-L- POC STA. 49+91.10 =
45+00
50+00
55+0025+0030+00NAD 83/ 2011
3
4
6
7
5 cc
c
c
c
c
c
c
c
c
50+00
5
5
+00
50+00
5
5+0002010100030405060707060504
030202030302B-77
25'
(TYP)
25'(TYP
)25702570
2570
25712571
2571
25722572
2572 257325732573
257425742574
2574
2574
2575257525752575257525752575
2575
2575
2575
2575
2575
25752576257625762576
2
57
6
2576
25762576
2577257725772577
2577
25772577
257825782578257825782578
2
578
2578
25782579257925792579257925792579
25792579
25802580258025802580258025802
5
80
2580
2580
2580
258025802580
2580
258025802580 2580258025812581258125812581
2581
25
81
2581
258125812581
25812581
25812581
25822582258225822582
258225822582
258225822582 25
8
22582
2582258325832583258325832583
2583
2583
2583258325832583 258325832583
2583
2583258425842584258425842584258425842584
25842584 258425842584
2
5
8
4
2585258525852585258525852585258525852
58
525852585258525852585258525852585
2
5
8
5
2585
2585258525852585
2585
258525
8
5
2
58
52585 25852585 2585258625862586258625862586258625862586
2586
25862586258625862586
2586
2586
25862586
25872587258725872587258725872587258725872587
2
58
72587
2587
2
5
8
7
25872587258725872
5
8
7258725872587
25872587
2588258825882588
258825882588 25882588258825882
5
8
8
258825
8
8 25882588
2
5
8
8
258825882588
25882588
2588258925892589258925892589258925892589258925892589
2589
2589
2589
2589
2
5
8
9
2589
25892589
2589
2589
2589
25892589
25902590259025902590259025902590 25902590259025902590259025902590259025902590
25
90
2
5
9
02590
2590
2
5
9
0
2
5
9
0
2
5
9
0
259
0
259025902
5
9
0 25902590 25902590259025
902590259125912
5
9
1 25912591259125
912591
2
59
1
25
9
1
2
5
9
1
2591
25912591
259125912591
25912591259225922592 25922592259225922592259225922592
2
59
2
2592
2592
25922592
2
5
9
2
25922592
259325932
5
9
3 2593259325932593
2
5
9
3
2
5
9
3
2593
2593
2593 2593259325932593
25942594259425942594259425942594
2
5
9
4
2
5
9
4
2594
25942594 259425952595259525952
5
9
5 2595259525952595259525952595
2595
2
59
5
2
5
9
5
2
5
9
5
2
595
2595
2595
2595 25952595
2595 2595259525952596259625962596
25
9625962
5
9
6
2
5
9
6
2
5
9
6 25962596 259625962596
25962596
259725972597259725972
5
9
725972597259725972597
2597259725972597259825982598 259825982
5
9
82598259825982598259825982598
2598
25992599259925992
5
9
925
9
92
5
9
9
2599
2
5
9
9
2599
2599259925992
6
0
0 260026002600
2
6
0
0 260026002600260026002
6
0
02600260026002600
2
6
0
02600 26
0026002600
2600 26002600
2600260126012601260126012
6
0
1
2601
2
6
0
1
26012601260126012601
2601
260226022602 26022602260
2
2
6
0
2
2602
2
6
0
2260226022602
26022602
2603 26032603 26032603
2603
2603260326032603
2
6
0
3
2603
2604 26042
6
0
4 260426042604260426042604260
426042604
26042605 26052605260526052605
2605
2605 2
60
52
6
0
526052605260526052
6
0
5
2
60
52605260526052
6
0
5
2
6
0
5 2605260526052
605
26052605
26052606
260626062606260626062606260626
0626062
6
0
6
2606260626062
6
0
7
260726072607260726
07
2607
2
607
2
6
0
726072
6
0
7
26072607260
826082
608
26082608
2
608
2608
2
6
0
8
260826082
6
0
9
2609260926092
60
92609
2609
2609
260926092
6
0
9 26
1
0
26
1
0
2610261026102610
2
6
10
2
610
26102610
261026102610
2610
26102610
261026102
6
11
2
6
11
2611
261
1
2611261126
11261126112
612
2612
2612
261226122
6
12
2612
26122612
2612
2612261326132613
261326132613
2613
26132613261426
14
26142614
2
6
14
26142614
2614261426152
615
26152
6
152615
26152615
2615
26152
6
1
5
2615
26152615
2615
26152615
2
616
261626
16261626162616
26162
6
1
62617261726172
6
1
7
2617
2617
2617
26172618261826182
6
1
8
2618
2
618
261826182
6
19
261
92619261926
1
92619
2619
261926202
6
2
02620262026202
62
0
2
6
2026202620
2
62
0
2620
2620
2620
262026202620
2
6
2
1
26212621
26212621
2621
2621262226222
6
2
2
2
6
2
2
26222622
26222622
2
6
2
32623
26232623262
3
2623
2623262426242
6
2
4
262426242
6
2
4
2624
2624262526
2
5
2625262526252625262526
25262526252625
2625
2625
262526252
6
2
52626262626
2
6262
6262626262626
2
6
2
6262726272
6
2
7
2627262726272627
26272628262826282
6
2
8
262826282
6
2
826
2
9
26292
629
2629262926292629
2
62926302630263026302630263026302
6
3
0
26302630
263026302
630
2
6
3
0
2630263126312631263126312631
2631263126312632263226322632
2
6
3
2
2632
26322632 26322633
263326332633
26332633
2633
2
6
3
3 263326342634
2
634
2
6342634
26342634 26342
6
3
5
2
6
3
5
2635263526352
63
5
2635
2
6
35
26352635
2
6
3
5
26352635263526352636
263626362636
263626362636
26362637263726372637263726
3
7263726382
6
3
8
2638263826382638263826392639263926
392
6
3
9
2639263926
4
0
2640
2640264026402640
264
02640264026
402640264026402
6
4
1
26412641264126412641264126412641264226422
6
4
2
2642264226422642264226432643
26432643
264326432643
264326442644
264
4264426442644264426442645264526452
6
4
5
264526452645
2645264526452645
264526
45264526452
6
46264626462646
26462
6
4
6264626462
6
47
26472647264726
4
72647
2647
2647
2
6
4
8
26
4826482648
264826482648
2648
2649
26
492649264
9264926492649
2649
2650
2
6
5
0265026502
6
5
0
2650 2650
26502650265026502650
2
6
50
2650265026502650
2651265126512651
265126
5
126512
6
5
1265226522652265226522652
2
6
5
2
26522
6
5
2
2652
2
6
5
3
265326532
6
5
32653
265326532653265326532653265326532
6
5
42654 265426542
6
5
4
2
6
5
4
26542654
26542654265426542
6
5
5
2655
2
6
5
5 265526552655265526552655
26552655
26552
6
5
5
2655 26552
6
5
5
2
6
5526552655265526
5
526552656
2656265626562656
2656
2656
26562656265626562
65
7
265726572657
2
6
5
7
2657
2657
2657265726572657
265826582658265826582
6
5
8
26582658265826
582658
2
659
26592659265926592659
2659
265926592
6
5
9
2659
2
660 266026602660
26602660
26602660266026
6
02660
2660
2660
26602660266026602660266026612661
2
6
6
1
266126612661
2661266126622
6
62
2
6
6
2
2
66226622
66
226622662266326632663266
326632663
266326632664
26642
664266426642664
2664266426652665266526652665 266526652665
2665
2
6
6
5
2665
2665 2665
26652666
2666
2666266
6
2666266626662
6
6
7
2
6
6
7
2667266
7
2667266726672
6
6
8
26682668
2668266826682668
2
6
6
9
2669
2669266926692670
2670
2
67
0
2670
2670
267026
70267026702670267026712671
2671267126712672
2672
26722
6
72
26722673267326
732673
267326742674267426742674267426752675
26752675
2675
26752675
267526752675267526
762676
2676
2676
267626762
67
7
2677
2677
2677
2677267726782678
26782678267826792
67
9267926792679268026802680
2 6 8 026802680
2680
268026802680268026812 6 8 1
2
6
8
1
2681
268126812682268226822
68
2
2682
268226832683268326832683
268326842684268426842684
2684268526852685 268526852685
26852685
2685
2
68
52685268526852686268626862686
268626862687 26872687
2687
26
87
2
6
8
7
26872688 268826882688
26882688268926892689
2689
2689268926
9026902
6
9
0269026902690
2690
26902690
2690269026902691 269126912691
269126912692269226922692
269226922693269326932693
26932
6
9
3
26942694
2694
2
6
9
4
26942695 269526952
695
2695
2695
2695
26952695269526952695269626962696
269626962
6
9
6 269726972697
2697269726
972698269
82698
26982
6
9
8
2
6
98 2699269
92699
269926992
6
9
9
2700 270027
002700
2700
2700270027
00270
0270027012701
2701
27012701270
1 27022702
2702
270227022703
27032703
27032704
27042704
2704
270427052
7
05
2705 27052
70
52
705
2705
27052705270
52706
27062
70
62
7
0
6
2706
2707270727
07
2707
27072
707
27
08 27082708
2708
27082709
2709
2709
27092710
2
7
10
2710 27102710
2710
2
7
1
0
27102
7
10
2
7
11 27112
711 2711
2711
2
712 271227
12271
227
122713
2713
2713
2714
2714
271427152
7
15
2715
271527152
7152715
2716
2716
271627162717
271727172718
271827182719
27192719
27202720
2720
272027
202720
27
2
027212
7
2
1
2
7
2
1
27222
7
2
2
272227232723272327242
7
2
4
2724
272527252725272527252726
2
7
2
6
27262727272727282728
2
7
2
8
2728
27292729
2730
273027302730 2731273127312
7
3
1
27322732
2732
2732
2733273327342734 273527352735273527352736 273627362737
273727372
7
3
8
2738273827392739 273927402740
2740 2740274027412741 2741274227422743 2743274427442745 2745274527452
7
4
5 27462746
2746
27472747
2747
27482748 27492749275027502750 27512751FILL 1.8:1 STA 49+15.00FILL 2:1 STA 49+25.00MATCHLINE -L- STA. 45+00, SEE SHEET 6MATCHLINE -L- STA. 59+00, SEE SHEET 87
FOR -Y1LT- PROFILE, SEE PROFILE SHEET 17 & 18
FOR -Y1RT- PROFILE, SEE PROFILE SHEET 17 & 18
FOR -L_RT- PROFILE, SEE PROFILE SHEET 13 & 14
FOR -L_LT- PROFILE, SEE PROFILE SHEET 13 & 14 MATCHLI NE -Y1RT- STA. 23+00, SEE SHEET 10PAVEMENT REMOVAL
SEE SHEET 3D-2 FOR DRAINAGE DITCH DETAILS
NAD 83/ 2011 HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

REVISIONS PENTABLE:FILE:NCDOT\NCDOT-B3186_TO2_c_\6.0_CAD_BIM\6.2_Work_In_Progress\B-3186-B-5898\Hydraulics\PERMITS_Environmental\Drawings\B3186-B5898_PRM_WET_PSH.dgnUSER:TCARTERDATE:5/12/2021Hydro_color_pdf.pltcfgPLOT DRIVER:4:00:28 PMTIME:NCDOT_permits_CON.tbl
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
B-3186 / B-5898
WW FENCE
PROP
(CHORD)
BREAK
POINT
INTERMITTENT
/PERENN
IAL
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
2GI
2GI
REMOVE
REMOVE
REMOVE
REMOVEREMOVEREMOVEREMOVE2GI
SYSTEM
RETAIN
2GI
2GI
2GI
2GI
SEE DETAIL G
W/SILL
2GI
18" RCP-
I
V 18" RCP-
I
V 30" RCP-IV 24" RCP-IV 18" RCP-IV 18" CSP18" RCP-I
V 30" RCP-IV18" RCP-I
V
18" RCP-I
V 18" RCP-IV RCP-IV 18" 2GI
NO DECK DRAINS REQUIRED
18" RCP-IV
18" RCP-IV
3GI-AW/ ELBOWS18" CSP TB 2GI
TB 2GI
TB 2GI
TB 2GI
30" RCP-
I
V3
0
" RC
P
-IV
2GI
W/ ELBOW S30" CSP
TB 2GI
TB 2GI
TB 2GI
JB w/MH
RCP-IV
18"
DETAIL V
SEE SHEET 3D-2
STREAM STABILIZATION
DETAIL 'D'
SEE SHEET 3D-2
BEHIND RETAINING WALL
CONCRETE DITCH
DETAIL H
SEE SHEET 3D-2
50 SY GEOTEXTILE
EST 17 TONS
W/CLASS 'B' RIPRAP
2' SPECIAL CUT BASE DITCH
DETAIL H
SEE SHEET 3D-2
50 SY GEOTEXTILE
EST 17 TONS
W/CLASS 'B' RIPRAP
2' SPECIAL CUT BASE DITCH
DETAIL 'D'
SEE SHEET 3D-2
BEHIND RETAINING WALL
CONCRETE DITCH
DETAIL J
SEE SHEET 3D-2
SPECIAL CUT DITCH
SEE SHEET 3D-2 DETAIL 'D'
BEHIND RETAINING WALL
CONCRETE DITCH
DETAIL T
SEE SHEET 3D-2
STREAM STABILIZATION
DETAIL X
SEE SHEET 3D-2
STREAM STABILIZATION
DETAIL Y
SEE SHEET 3D-2
STREAM STABILIZATION
SEE SHEET 3D-3
ENERGY DISSIPATOR RIFFLE
2GI-A
2GI-AREMOVE
RCP-IV 18"
DDE=20 CY
DETAIL C
SEE SHEET 3D-2
126 SY GEOTEXTILE
EST 43 TONS
W/CLASS 'B' RIPRAP
2' LATERAL BASE DITCH
DDE=1847 CY
DETAIL U
SEE SHEET 3D-2
STREAM STABILIZATION
RCP-IV 18" RCP-I
V 18"2GI
TB
DETAIL V
SEE SHEET 3D-2
STABILIZATION
STREAM REMOVEREMOVEREMOVE
REMOVEREMOVEREMOVERE
MOVE
DETAIL Q
SEE SHEET 3D-2
62 SY GEOTEXTILE
EST 46 TONS
W/CLASS 'I' RIPRAP
2' SPECIAL CUT BASE DITCH
DETAIL J
SEE SHEET 3D-2
CUT DITCH
SPECIAL
BOX
REM
2GI
TB
W/ ELBOWS
18" CSP
2GI
TB
REMOVE
4OTCB
RCP-IV
24"
TB JB w/MH
TB JB w/MH
30" RCP-IV
30" RCP-IV
TB 2GI
TB 2GI
2GI-A
2GI
2GI
2GI
SEE SHEET 3D-2 DETAIL K
L=101', SLOPE=3.89%
2' STANDARD BASE DITCH
SEE SHEET 3D-2 DETAIL 'D'
IN FRONT OF RETAINING WALL
CONCRETE DITCH
2GI
D
DE=141 CYDETAI
L SSEE SH
EET 3D-2L=39', SLO
PE=16.67%40 SY
G
EOTEX
TI
LEEST 13 TON
SW/CLASS 'B' RI
PRAP2' STA
NDARD BASE DI
TCH
DETA
I
L SSEE SHEET 3D
-2 L=98', SLO
PE=14.20%101 SY
G
EOTEX
TI
LEEST 33 TON
SW/CLA
SS 'B' RI
PRAP2' STAN
DA
RD BASE
D
I
TCHSITE 3
S
TS
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
C
C
F
F
F
FF
W
DI DI
DI
CB
HW
HWHW
HW
DI
CB CB30" CMP18" CMP18" CMP15" CMP24" CMP
24" CMP 24" CMP18" CMP24" CMP24" CMP24" C
MP
PAVED DITCH
PAVED DITCH 5' WW & 1SBW
5' WW
& 1SBWBSTBST5'WW & 1SBW
5'WW & 1S
BWWOODS
18" RCPWOODSSHRUBS1SMTL BUS
GR
GR
CONC 6' CHL & 3SBW1SF
SWITCH BOXES ELECTRIC PANELS
1SMTL
SATALITE DISH
BST
18" C & G
CONC SW
6" CHL & SBW
GR
CONC PAD
WOODS
WOODS
BST
BSTBST
BST
WOODS
WOODS WOODS18" C &

G
30" C &
G
CB
CBCB
18" C & G
LTLT
LTLT
LT
LT
LT LT
6" CONC CURB DI
DI
DI
WOODS
WOODS
WOODS
M
TL GUARD RAI
LM
TL GUARD RAI
LMTL GUARD RAI
LM
T
L G
U
A
R
D

R
A
IL
MTL GUARD RAIL 18" CMP18" CMP
24" CONC C&
G
CONC
CONC SW(EA
S
T
B
OUND
)U
S

2
3/7
4SS48" OAK
RIP RAP
METER
POWER
T5' CHL GATE
GATE
6' CHL US 19(
W
EST BOUND)
(EAST BOUND)US 19US 19(
W
EST BOUND)
(EAST BOUND)US 1918" HDPEHI
KORY HI
LL ROAD16' BST16' BST30' DUKE POWER CO. EASEMENT30' DUKE POWER CO. EASEMENT30'
DUKE POWER CO.
EASEMENT30'
DUKE POWER CO.
EASEMENT1341819202
1
HEDGE
HEDGE
HEDGE
HEDGE
HEDGE HEDGE
HEDGE
WOODS
WOODS
DITCH
PAVED
US
23
/74
(WEST
BOUND
)WOODS
HEDGE
DI
PAD
CONC DUMPSTER
WOODS
6" CHL & SBW
SHEET __ OF __
PERMIT DRAWING
-L- TS Sta. 46+11.55
-L- SC Sta. 49+47.55
-L- CS Sta. 54+04.47
50+00
55+00-L- TS Sta. 58+97.47
45+00
50+00
55+0025
+00
30+0035+00-L_LT- TS Sta. 46+20.74
-L_RT- SC Sta. 48+31.45
-L_LT- SC Sta. 49+56.74
-Y1LT- ST Sta. 26+65.97
-Y1LT- CS Sta. 24+65.97
-L_LT- CS Sta. 54+40.85
-L_LT- SRS Sta. 57+76.85
-L_RT- CS Sta. 55+30.36
-Y1RT- PCC Sta. 32+50.64
-L_RT- SRS Sta. 58+66.36
-Y1RT- CS Sta. 36+12.49
-L LT-
-L RT-
-L-
-L-
-L LT-
-L RT-
-Y1
R
T--Y
1R
T
--Y1LT-
-Y1LT-
-L_LT- POS Sta. 56+11.71 36' LT
-Y1LT- POT Sta. 33+16.69 =
45+00
-L- ST Sta. 57+40.47
-Y1RT- POC STA. 27+54.43
-L- POC STA. 49+91.10 =
45+00
50+00
55+0025+0030+00NAD 83/ 2011
3
4
6
7
5 cc
c
c
c
c
c
c
c
c
50+00
5
5
+00
50+00
5
5+0002010100030405060707060504
030202030302B-77
25'
(TYP)
25'(TYP
)FILL 1.8:1 STA 49+15.00FILL 2:1 STA 49+25.00MATCHLINE -L- STA. 45+00, SEE SHEET 6MATCHLINE -L- STA. 59+00, SEE SHEET 87
FOR -Y1LT- PROFILE, SEE PROFILE SHEET 17 & 18
FOR -Y1RT- PROFILE, SEE PROFILE SHEET 17 & 18
FOR -L_RT- PROFILE, SEE PROFILE SHEET 13 & 14
FOR -L_LT- PROFILE, SEE PROFILE SHEET 13 & 14 MATCHLI NE -Y1RT- STA. 23+00, SEE SHEET 10PAVEMENT REMOVAL
SEE SHEET 3D-2 FOR DRAINAGE DITCH DETAILS
NAD 83/ 2011 HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

REVISIONS PENTABLE:FILE:NCDOT\NCDOT-B3186_TO2_c_\6.0_CAD_BIM\6.2_Work_In_Progress\B-3186-B-5898\Hydraulics\PERMITS_Environmental\Drawings\B3186-B5898_PRM_WET_PSH.dgnUSER:TCARTERDATE:5/12/2021Hydro_color_pdf.pltcfgPLOT DRIVER:3:59:35 PMTIME:NCDOT_permits_NOCON.tbl
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
B-3186 / B-5898
WW FENCE
PROP
(CHORD)
BREAK
POINT
INTERMITTENT
/PERENN
IAL
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
2GI
2GI
REMOVE
REMOVE
REMOVE
REMOVEREMOVEREMOVEREMOVE2GI
SYSTEM
RETAIN
2GI
2GI
2GI
2GI
SEE DETAIL G
W/SILL
2GI
18" RCP-
I
V 18" RCP-
I
V 30" RCP-IV 24" RCP-IV 18" RCP-IV 18" CSP18" RCP-I
V 30" RCP-IV18" RCP-I
V
18" RCP-I
V 18" RCP-IV RCP-IV 18" 2GI
NO DECK DRAINS REQUIRED
18" RCP-IV
18" RCP-IV
3GI-AW/ ELBOWS18" CSP TB 2GI
TB 2GI
TB 2GI
TB 2GI
30" RCP-
I
V3
0
" RC
P
-IV
2GI
W/ ELBOW S30" CSP
TB 2GI
TB 2GI
TB 2GI
JB w/MH
RCP-IV
18"
DETAIL V
SEE SHEET 3D-2
STREAM STABILIZATION
DETAIL 'D'
SEE SHEET 3D-2
BEHIND RETAINING WALL
CONCRETE DITCH
DETAIL H
SEE SHEET 3D-2
50 SY GEOTEXTILE
EST 17 TONS
W/CLASS 'B' RIPRAP
2' SPECIAL CUT BASE DITCH
DETAIL H
SEE SHEET 3D-2
50 SY GEOTEXTILE
EST 17 TONS
W/CLASS 'B' RIPRAP
2' SPECIAL CUT BASE DITCH
DETAIL 'D'
SEE SHEET 3D-2
BEHIND RETAINING WALL
CONCRETE DITCH
DETAIL J
SEE SHEET 3D-2
SPECIAL CUT DITCH
SEE SHEET 3D-2 DETAIL 'D'
BEHIND RETAINING WALL
CONCRETE DITCH
DETAIL T
SEE SHEET 3D-2
STREAM STABILIZATION
DETAIL X
SEE SHEET 3D-2
STREAM STABILIZATION
DETAIL Y
SEE SHEET 3D-2
STREAM STABILIZATION
SEE SHEET 3D-3
ENERGY DISSIPATOR RIFFLE
2GI-A
2GI-AREMOVE
RCP-IV 18"
DDE=20 CY
DETAIL C
SEE SHEET 3D-2
126 SY GEOTEXTILE
EST 43 TONS
W/CLASS 'B' RIPRAP
2' LATERAL BASE DITCH
DDE=1847 CY
DETAIL U
SEE SHEET 3D-2
STREAM STABILIZATION
RCP-IV 18" RCP-I
V 18"2GI
TB
DETAIL V
SEE SHEET 3D-2
STABILIZATION
STREAM REMOVEREMOVEREMOVE
REMOVEREMOVEREMOVERE
MOVE
DETAIL Q
SEE SHEET 3D-2
62 SY GEOTEXTILE
EST 46 TONS
W/CLASS 'I' RIPRAP
2' SPECIAL CUT BASE DITCH
DETAIL J
SEE SHEET 3D-2
CUT DITCH
SPECIAL
BOX
REM
2GI
TB
W/ ELBOWS
18" CSP
2GI
TB
REMOVE
4OTCB
RCP-IV
24"
TB JB w/MH
TB JB w/MH
30" RCP-IV
30" RCP-IV
TB 2GI
TB 2GI
2GI-A
2GI
2GI
2GI
SEE SHEET 3D-2 DETAIL K
L=101', SLOPE=3.89%
2' STANDARD BASE DITCH
SEE SHEET 3D-2 DETAIL 'D'
IN FRONT OF RETAINING WALL
CONCRETE DITCH
2GI
D
DE=141 CYDETAI
L SSEE SH
EET 3D-2L=39', SLO
PE=16.67%40 SY
G
EOTEX
TI
LEEST 13 TON
SW/CLASS 'B' RI
PRAP2' STA
NDARD BASE DI
TCH
DETA
I
L SSEE SHEET 3D
-2 L=98', SLO
PE=14.20%101 SY
G
EOTEX
TI
LEEST 33 TON
SW/CLA
SS 'B' RI
PRAP2' STAN
DA
RD BASE
D
I
TCHSITE 3
S
TS
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
C
C
F
F
F
FF
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
2,590
2,580
2,570
2,560
2,550
2,540
2,590
2,580
2,570
2,560
2,550
2,540
2,600
2,610
2,600
2,590
2,580
2,570
2,560
2,550
2,540
V = 65 MPH
VC = 820'
K = 158
PI = 36+90.00
EL = 2590.57'
(2 FT THICK)
TO CAP. (TYP.)
SLOPE 1.5:1 NORMAL
CLASS II RIP RAP
(STRUCTURE PAY ITEM)
EXCAVATION = 1250 CY
NATURAL GROUND LEFT
EXCAVATION ELEV = 2567.5'
100 YR THEORETICAL SCOUR
500 YR THEORETICAL SCOUR
PROPOSED GRADE
PROFILE -L_LT- ALONG STRUCTURE
-L- 44+38.96, EL. 2587.0'
LOW POINT
EXCAVATION ELEV = 2567.2'
-L_LT- 45+08.12, EL. 2586.9'
LOW POINT
DATE: 1/14/2021
ELEV.=2564.0
NORMAL WS
LOW SIDE/LOW CHORD
(2 FT THICK)
TO CAP. (TYP.)
SLOPE 1.5:1 NORMAL
CLASS II RIP RAP
(TYP.)
3.5' KEY DEPTH
REMOVE EXISTING BRIDGE
OF ROAD
EXISTING TOP
EXISTING GROUND
V = 65 MPH
VC = 850'
K = 157
PI = 36+55.00
EL = 2590.87'
(2 FT THICK)
TO CAP. (TYP.)
SLOPE 1.5:1 NORMAL
CLASS II RIP RAP
PROP. 100 YR ELEV.=2576.3
(STRUCTURE PAY ITEM)
EXCAVATION = 1250 CY
(TYP.)
3.5' KEY DEPTH
100 YR THEORETICAL SCOUR
500 YR THEORETICAL SCOUR
EXCAVATION ELEV =2567.5'
-L_RT- 44+98.71, EL. 2586.83'
LOW POINT
PROPOSED GRADE
EXISTING GROUND
PROFILE -L_RT- ALONG STRUCTURE
-L- 44+38.96, EL. 2587.0'
LOW POINT
EXCAVATION ELEV = 2567.2'
L
o
GP ELEV. 2587.8'
1@132', 1@100', SKEW 120
72" MBT, W/4.0 DEEP CAPS
BRIDGE C STA. 42+71 -L-
DATE: 1/14/2021
ELEV.=2564.0
NORMAL WS
ELEV.=2575.0
PROP. 50 YR
LOW SIDE/LOW CHORD
(2 FT THICK)
TO CAP. (TYP.)
SLOPE 1.5:1 NORMAL
CLASS II RIP RAP
REMOVE EXISTING BRIDGE
OF ROAD
EXISTING TOP
2,600
2,590
2,580
2,570
2,560
2,550
2,540
L
o
GP ELEV. 2587.8'
1@132', 1@100', SKEW 120
72" MBT, W/4.0 DEEP CAPS
BRIDGE C STA. 42+71 -L-
SHEET __ OF __
PERMIT DRAWING
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
B-3186 / B-5898

REVISIONS PENTABLE:FILE:B-3186 B-5895_RICHLAND CREEK_BSR_PRMUSER:_USERNAME_DATE:5/11/2021NCDOT_pdf_color_eng_100.pltPLOT DRIVER:5:17:09 PMTIME:NCDOT_PFL_XSC_RED BRIDGE.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

(-)0.5000%
(-)0.5000%
(-)0.5000%
NATURAL GROUND RIGHT
(-)0.5000%
(-)0.5000%
(-)0.5000%
40+00 41+00 42+00 43+00 44+00 45+00
40+00 41+00 42+00 43+00 44+00 45+00
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
2,550
2,560
2,570
2,580
2,590
2,600
2,550
2,560
2,570
2,580
2,590
2,600
LOW SIDE/LOW CHORD
CENTERLINE OF DETOUR
EXISTING GROUND ALONG
L
SKEW 90, GP ELEV. 2578.39
TEMPORARY BRIDGE OAL= 300'+
BRIDGE C STA. 42+55 -DET01_EB-
o
ELEV. TYP. = 2568'
EXCAVATION FOR INSTALLATION
(TYP.)
3.5' KEY DEPTH
(2 FT THICK)
TO CAP. (TYP.)
SLOPE 1.5:1 NORMAL
CLASS II RIP RAP
100 YR THEORETICAL SCOUR
DATE: 1/14/2021
WS ELEV.=2564.0
NORMAL
BEGIN TEMPORARY BRIDGE
EL = 2,579.01'
-DET01_EB- STA. 41+05.00
END TEMPORARY BRIDGE
EL = 2,577.64'
-DET01_EB- STA. 44+05.00
NATURAL GROUND LEFT
PROFILE -DET01_EB- ALONG STRUCTURE
SHEET __ OF __
PERMIT DRAWING
40+00 41+00 42+00 43+00 44+00 45+00 46+0039+005/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
B-3186 / B-5898
REVISIONS PENTABLE:FILE:B3186-B5898_DETOUR_BSR_PRMUSER:_USERNAME_DATE:5/11/2021NCDOT_pdf_color_eng_100.pltPLOT DRIVER:5:20:58 PMTIME:NCDOT_PFL_XSC_RED BRIDGE.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

(-)0.5000%
NATURAL GROUND RIGHT
PI = 39+05.00
EL = 2,580.14'(-)5.8779%
(-)0.5000%
VC = 630'
K = 117
V = 55 MPH
(-)0.6882%
Hand Permanent Permanent Existing Existing
Permanent Temp. Excavation Mechanized Clearing SW SW Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in impacts impacts SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands (Pond)(Stream)impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 42+71 -L- BRIDGE 0.02 165
2 42+71 -L- RT DETOUR BRIDGE 0.05 94
3 42+71 - 55+00 -L- RT DETOUR/STREAM STABILIZATION 0.08 < 0.01 1169 32

TOTALS* THIS SHEET: 0.08 0.07 1169 291
TOTALS* 0.08 0.07 1169 291
*Rounded totals are sum of actual impacts.
NOTES:
The Unnamed Tributary to Richland Creek is being piped
temporarily due to the traffic detour required. Once the detour is
removed, the stream will be stabilized.

Revised 2016 09 09 SHEET OF
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
HAYWOOD COUNTY
TIP B-3186 / B-5898
STATE PROJ. # 38332.1.FS.1 / 48030.1.FS.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MAY 2021