20210046 Ver 1_Ashe355_Permit Drawings_20201228_20210208

(Version 2.08; Released April 2018)17BP.11.R.162TIP No.:SF-040355County(ies):AshePage 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2040Existing: Year:Aquatic T&E Species?YesComments:Yes NoNoWetlands within Project Limits?Virginia Spiraea- Per NRTR: May affect, not likely to adversely affect.High Quality Waters (HQW)NoneSupplemental Classification: Wooded & Farmland, some ResidentialSouth Fork New River10-1-(20.5)0.36650'Project DescriptionProposed ProjectNew River Basin(s): City/Town:0.46Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail] Wilkesboro, NC 28659Address:8/29/2019AsheWest JeffersonJoe Laws, PE801 Statesville RoadWBS Element:Bridge ReplacementWBS Element:TGS Engineers (David Petty, PE)NCDOT Contact:[phone]Raleigh, NC 27603Contractor / Designer:919-773-8887 ext. 104706 Hillsborough Street - Suite 200North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Division 11Address:General Project InformationSF-04035517BP.11.R.162Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Project involves the replacement of Bridge #040355 over South Fork New River on SR 1181 (Hartzog Ford Rd.) in Ashe County, NC southeast of West Jefferson. Proposed 170’ long by 30’ wide (18” cored slab units) four-span bridge to replace existing 120’ long by 12’ wide (timber floor on I-beams) four-span low water bridge. Proposed bridge to be constructed and existing bridge to be removed using temporary workpads. Runoff from the existing bridge discharges directly into the creek; however, the proposed bridge will have no direct discharge into the creek. Stormwater runoff from the proposed bridge is to flow to two (2) traffic bearing grated inlets on each side of the roadway at the west bridge approach where it will be diffused with a riprap pad at the proposed pipe outlet located in the northwest bridge quadrant. There are two proposed pipe replacements on unnamed tributaries. Rip rap is proposed in the base of outfall channels to reduce discharge velocities. All proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities as practicable. N/ABuffer Rules in Effect:South Fork New RiverNone710Two 10' paved travel lanes with 3' grassed shoulders.Waterbody Information2019NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply V (WS-V) NCDWR Surface Water Classification for Water Bodyac.Two 9' paved travel lanes with 3' grassed shoulders. [e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/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)
1360
1363
17BP.11.R.162
END PROJECT
-L- STA. 19+50.00
17BP.11.R.162
BEGIN PROJECT
-L- STA. 13+00.00 4

25 50 10050
25 50 10050
5 10 2010
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)

17BP.11.R.162
17BP.11.R.162
17BP.11.R.162

PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATAGRAPHIC SCALES PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:09/08/9917BP.11.R.162DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
12/28/2020X:\NCDOT\Div 11 Ashe 355\Hydraulics\PERMITS_Environmental\Drawings\Ashe355_Hyd_prm_wet_tsh.dgnUser:kgrayCONTRACT:17BP.11.R.162ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NASee Sheet 1A For Index of Sheets
RIGHT OF WAY DATE:
LETTING DATE:
JIMMY L. TERRY, PE
OF TRANSPORATION
DEPARTMENTNORTH CAROLINA
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
ENGINEER
HYDRAULICS

SIGNATURE:
P.E.
ENGINEER
ROADWAY DESIGN

P.E.
SIGNATURE:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
GRADING, DRAINAGE, PAVING, AND STRUCTURE
PROJECT:SR 1181
-L-
T
V
=
=
=
ADT
% *
15
2019
6
* TTST =3%
MPH
FUNC CLASS =
LOCAL - RURAL
SUB REGIONAL TIER
DUAL =3%
710
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
N/A
N/A
N/A
PE
R/W & UTIL.
CONST.
AUSTIN R. TURNER, EI
LOCATION
PROJECT
VICINITY MAP
JOE LAWS, PE
N. Wilkesboro, NC 28659
801 Statesville Rd
DIVISION 11
TOTAL LENGTH PROJECT 17BP.11.R.162 #040355
LENGTH STRUCTURE PROJECT 17BP.11.R.162 #040355
LENGTH ROADWAY PROJECT 17BP.11.R.162 #040355
=0.123

=0.033
=0.090
BEGIN BRIDGE
-L- STA. 15+70.48
END BRIDGE
-L- STA. 17+43.52
Obids
1181
=ADT 2040 880
ASHE COUNTY
ON SR 1181 (HARTZOG FORD RD)SOUTH FORK NEW RI
VERHARTZOG FORD RDHARTZOG FORD RDTO US 221
TO
NC 163
Yates
Idlewild Par
kwayRidge
Blue16
163
11811180
1179
1003
1168
1166
1167
1268
1165
1159
1183
1181
1181
1180
1181
1196
1201
1192
1159
1187
1633
1159
Sout
h For
kNew Ri
ver
-DR1- STA. 11+60.00
17BP.11.R.162
END CONSTRUCTION
-DR2- STA. 10+00.00
17BP.11.R.162
BEGIN CONSTRUCTION
-
D
R2-
-
D
R1-
FEB. 22, 2019
BRIDGE No. 040355 OVER SOUTH FORK NEW RIVER
MAY, 2021
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 5
PERMIT DRAWING
SITE 1
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
PLANS PREPARED FOR:PLANS PREPARED BY:
NCDOT CONTACT:
2018 STANDARD SPECIFICATIONS NAD 83/ 2011
-L- STA 19+50.00
17BP.11.R.162
END PROJECT
-L- STA 17+43.52
END BRIDGE
-L- STA 15+70.48
BEGIN BRIDGE
-L- STA 13+00.00
17BP.11.R.162
BEGIN PROJECT
REMOVE EXIST. BRIDGE
20+00
15+00
10+00
PROP. ASPHALT DRIVE
PROP. 16' ASPHALT DRIVE
PROP. 10' ASPHALT DRIVE
-DR1- STA 11+60.00
END CONSTRUCTION
-DR2- STA 10+00.00
BEGIN CONSTRUCTION
-L- STA. 14+40 TO 15+30 RT
BY THE RESIDENT ENGINEER
BE CONSIDERED IF APPROVED
TO BENCHING MAY
NOTE: ALTERNATIVE METHODS
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
C
C
C
C
C
C C
F
C
C
F
F
C
C
F
F
FIREPIT
24" CMP
24" CMP 36" CMP
8' GR
8' GR
13' GR
12'
G
R
10' CONCSIDEWALK24" ROCKSTEPS42" WD7' GRWOODS
PILE
DEBRIS
WALL
6" ROCKELLIS RDT
JEAN F PI
NNI
XBOBBY W PI
NNI
XHELEN L HARTZOG
SUE HARTZOG FISHER
HELEN L HARTZOG HARTZOG FORD RD - SR 118115" C
MP
15" CMP
PASTUREDISK36" 1S ELEC18" CMP36" 3SBW
36" 2SBW1SFD
WALL
12" ROCK36"WD SPLI
T RAI
LWIRERAIL18"WD
W
S
DILAPIDATED
E
XI
S
TI
NG R/WE
XI
S
TI
NG R/WWOODS
WOODS
WOODS
WOODS
SOUTH FORK NE
W RIVER
-DR1- STA. 10+78.18
END FDPS
ELEV. 2792.13
-DR1- STA. 11+60.00
END GRADE
PI = 11+15.00
EL = 2,792.27'
DS = 30 MPH
VC = 75
K = 39
(-)2.2193%(-)0.3000%
ELEV. 2794.54
=-L- STA. 15+51.89 (10' RT)
-DR1- STA. 10+12.52
BEGIN GRADE
02
(-)7.18%
EL = 2790.00'
-L- STA. 10+94 RT
END SPECIAL CUT DITCH
EL = 2792.44'-L- STA. 10+60 RTSPECIAL CUT DITCHSTART ELEV. 2795.68
-DR2- STA. 10+00.00
BEGIN GRADE
ELEV. 2793.91
=-L- STA. 17+63.22 (10' LT)
-DR2- STA. 11+07.37
END GRADE
02
PI = 10+80.00
EL = 2,793.83'
(-)2.3155%
(+)0.3000%
VC = 10
K = 4
DS = 15 MPH
(-)1.53%
EL = 2792.68'
-DR2- STA. 10+80 LT
START SPECIAL CUT DITCH
EL = 2792.04'
-L- STA. 17+82.94 LT
-DR2- STA. 11+21 LT
SPECIAL CUT DITCH15"TB 2GI
6 SY GEO
2 TONS,
RIP RAP
CLASS 1
2GI
TB
ITEM)
(STRUCTURES
RIP RAP (TYP.)
CLASS II
24"
(SEE DETAIL B)
SPECIAL CUT DITCH
(SEE DETAIL B)
SPECIAL CUT DITCH
RETAIN
REMOVE
TBD SY GEO
TBD TONS CLASS B
(SEE DETAIL C)
SPECIAL CUT DITCH
(SEE DETAIL E)
EMBANKMENT
RIP RAP AT 2:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -DR1- STA. 10+60 TO 10+94 RT
DETAIL C
Min. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
42" RCP-IV
REMOVE
RCP-IV30"
( Not to Scale)
PIPE OUTLET STABILIZATION
Ground
Natural
Ground
Natural
EXI
STI
NG BANKEXISTING BANK
d
d=3 Ft.
Length=14 Ft.
KEYED-IN (TYP.)
CLASS I RIP-RAP
DETAIL A
-L- STA 13+27 LT
15 TONS CLASS I
(SEE DETAIL A)
PIPE OUTLET STABILIZATION
HW
REMOVE
( Not to Scale)
PIPE OUTLET STABILIZATION
Ground
Natural
Ground
Natural
EXI
STI
NG BANKEXISTING BANK
d
d=3 Ft.
Length=12 Ft.
KEYED-IN (TYP.)
CLASS I RIP-RAP
DETAIL D
-L- STA 18+39 RT
( Not to Scale)
RIP RAP AT EMBANKMENT
DETAIL E
KEYED-IN (TYP.)
CLASS I RIP-RAP
18"Pipe
FROM -DR1- STA 10+98 TO 11+08 LT
EXISTING BANK

Type of Liner= 6 TONS, CL I Rip-Rap
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
DETAIL B
Min. D= 1 Ft. (-DR2-)
Min. D= 2 Ft. (-L-)
Ground
Natural Slope
Ditch
Front
1:1*FROM -L- STA. 17+83 TO 18+30 LT
FROM -DR2- STA. 10+80 TO 11+21 LT
*(1:1 SLOPE FROM -L- STA. 14+50 TO 15+00 RT)
FROM -L- STA. 13+50 TO 15+00 RT
CONCRETE ABUTMENT
RETAIN EXISTING
DOWN TO STREAMBED ELEVATION
REMOVE EXISTING CONCRETE FOOTINGS
CONCRETE ABUTMENT
RETAIN EXISTING
15 TONS CLASS I
(SEE DETAIL D)
STABILIZATION
PIPE OUTLET
BURY INV. 0.5'
INV. 0.7'
BURY
INV. 0.7'
BURY
15"
R
C
P-I
V01
02
01Z
EL.=2788.0'
WORK PADS
TEMPORARY
EL.=2787.0'
WORK PADS
TEMPORARY
TEMPORARY SURFACE WATER IMPACTS
SURFACE WATER IMPACTS
WATER IMPACTS
TEMPORARY SURFACE
IMPACTS
SURFACE WATER
IMPACTS
SURFACE WATER
WATER IMPACTS
TEMPORARY SURFACE
WATER IMPACTS
TEMPORARY SURFACE
WA
SA
SE
WATER IMPACTS
SURFACE
TEMPORARY
S
IMPACTS
SURFACE WATER
S
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERSNAD
8
3/ 2
0
1
1
REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
417BP.11.R.162
R/W SHEET NO.8/17/9912/9/2020X:\NCDOT\Div 11 Ashe 355\Hydraulics\PERMITS_Environmental\Drawings\Ashe355_Hyd_prm_wet_psh.dgnUser:kgray14 15 16 17 18 19 20
FOR STRUCTURE PLANS, SEE SHEET S-1 THRU S-??
-L- STA 15+59.48
BEGIN APPROACH SLAB
-L- STA 17+54.52
END APPROACH SLABOUTOUT TO 30'-0"10'10'1'-7"
BRIDGE/ROADWAY RELATIONSHIP SKETCH021'-7"
BRIDGE #040355
ASHE COUNTY
13121110 21 22 23 24
3'-5"
3'-5"02SBG
PROP.
FDPS
PROP.
2,776
2,786
2,796
2,806
2,766 2,766
2,776
2,786
2,796
2,806ROADWAYCLEAR26'-10"2,810
2,780
2,790
2,800
SBG
PROP.
FDPS
PROP.
10 11
2,800
2,790
2,780
10 11
2,810
-DR2--DR1-
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
APPROX. W.S. ELEVATION
=
=
=
=
=
=
=
=
=
=
100 YRS
2786 FT
7200 CFS
2 YRS
2803.6 FT
= 11/29/2018DATE OF SITE VISIT
ON DATE OF SURVEY
5900 CFS
2793.4 FT
24181 CFS
<5 YRS
2794.1 FT*
WHICH OCCURS @ -L- STA. 17+71
LOWEST HIGH POINT ON DECK/ROADWAY,
*OVERTOPPING ELEVATION REPRESENTS
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT
Str#0401 30" RCP -L- Sta. 13+34
= 25
= 25
= 20
= 2,793.3
= 33
= 2,794.7
= 100+
= 38
= 2,795.3
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT
Str#0407 42" RCP -L- Sta. 18+39
= 38
= 25
= 29
= 2,792.3
= 46
= 2,793.2
= 100+
= 62+
= 2,794.2
7/18/2019 R/W REVISION #1: TEMPORARY CONSTRUCTION EASEMENT ADDED TO PARCEL 01 AS SECOND TAKING PARCEL 01Z FOR TEMPORARY CONSTRUCTION BENCH. 10'
10'
10'10'
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CONCRETE ABUTMENT
RETAIN EXISTING
DOWN TO STREAMBED ELEVATION
REMOVE EXISTING CONCRETE FOOTINGS
CONCRETE ABUTMENT
RETAIN EXISTING 1.5:11.5:1PERMIT DRAWING
OF PROPOSED BENT.
OUT 10' PAST CENTERLINE
AT ELEV. 2788'. BENCH
FOR PROPOSED BRIDGE
TEMPORARY WORK PADS
CENTERLINE OF EXISTING BENT.
ELEV. 2787'. BENCH OUT TO
REMOVAL OF EXIST. BRIDGE AT
TEMPORARY WORK PADS FOR
SHEET 2 OF 5
PAVEMENT REMOVAL
SITE 1
TS TS TS
TS TS
TSTSTSTSTSTS
TS TS TS TS TS
TS TS
THAN 50% AT ONE TIME.
WORK PADS TO NO MORE
BLOCKAGE FROM TEMPORARY
LIMIT TOTAL STREAMFLOW
PI = 13+80.00
EL = 2,795.26'
(+)0.3000%(-)0.3002%
VC = 100'
K = 167
PI = 18+13.00
EL = 2,793.96'
(-)0.3002%(+)1.3504%
VC = 100'
K = 61
DS = 60 MPH
-L- STA. 15+70.48
BEGIN BRIDGE -L- STA. 17+43.52
END BRIDGE
ELEV. 2795.02
-L- STA. 13+00.00
BEGIN GRADE ELEV. 2795.81
-L- STA. 19+50.00
END GRADE
DS = 35 MPH
17+81.19-L- STA. LOW POINT 1.5:11.5:1(+)0.30%
(-)2.23%
EL = 2791.67'
-L- STA. 18+00 LT
SPECIAL CUT DITCH
PVI
EL = 2793.46'
-L- STA. 15+00 RT
SPECIAL CUT DITCH
END
NWS=2786'
LOW CHORD
LOW SIDE
TO BE REMOVED
EXISTING BRIDGE
KEY-IN 3.5' (TYP.)
CLASS II RIP RAP
-L- EX. GRADE
PROP. GRADE
-EL- GRADE
(TYP.)
ELEV. 2789.0'
EXCAVATION TO EL = 2791.00'
-L- STA. 18+30 LT
SPECIAL CUT DITCH
END
(-)1.53%
EL = 2792.04'
-DR2- STA. 11+21 LT
-L- STA. 17+83 LT
SPECIAL CUT DITCH
EL = 2793.00'
-L- STA. 13+50 RT
SPECIAL CUT DITCH
START 30" RCP-IV
PROPOSED
42" RCP-IV
PROPOSED
@ MIN. 0.2%
TO DRAIN
WARP GUTTER
2780278527852785278527852
7
8
52785
2785278527852785278527852785
278527852785
27852790
2790
2790
2
7
9
027902790
27902790279027902790279027902795
2
7
9
5
27952795
2
7
9
5
2795
2795
279527952
7
9
5
2795279527952795279527952795
27952795279527952795279527952795280028002800280028002800
2
8
0
028002
8
0
0
280028002800280028002800280028052805
28052805
2805
2805
2805
2805
2805
280528052805280528052805280528102810
28102810
2810
2810
28102810281028102810281028102810281028102815
2815
2815
2
8
1
5
2815281528152815281528152
8
2
0
282028202820282028202820282028252825282528252825282528252830283028302830283028302830283528352835283528352835283528402840284028402840284028452845284528452845284528502850285028502850285028552855285528552855285528602860286028602860286028652865286528652865286528702870287028702870287028752875287528752875288028802880288028802885288528852885288528902890289028902890289528952895289528952900290029002900290529052905290529102910291029102915291529152915292029202920292529252925293029302935293529402940294529502955-L- STA 19+50.00
17BP.11.R.162
END PROJECT
-L- STA 17+43.52
END BRIDGE
-L- STA 15+70.48
BEGIN BRIDGE
-L- STA 13+00.00
17BP.11.R.162
BEGIN PROJECT
REMOVE EXIST. BRIDGE
20+00
15+00
10+00
PROP. ASPHALT DRIVE
PROP. 16' ASPHALT DRIVE
PROP. 10' ASPHALT DRIVE
-DR1- STA 11+60.00
END CONSTRUCTION
-DR2- STA 10+00.00
BEGIN CONSTRUCTION
-L- STA. 14+40 TO 15+30 RT
BY THE RESIDENT ENGINEER
BE CONSIDERED IF APPROVED
TO BENCHING MAY
NOTE: ALTERNATIVE METHODS
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
C
C
C
C
C
C C
F
C
C
F
F
C
C
F
F
FIREPIT
24" CMP
24" CMP 36" CMP
8' GR
8' GR
13' GR
12'
G
R
10' CONCSIDEWALK24" ROCKSTEPS42" WD7' GRWOODS
PILE
DEBRIS
WALL
6" ROCKELLIS RDT
JEAN F PI
NNI
XBOBBY W PI
NNI
XHELEN L HARTZOG
SUE HARTZOG FISHER
HELEN L HARTZOG HARTZOG FORD RD - SR 118115" C
MP
15" CMP
PASTUREDISK36" 1S ELEC18" CMP36" 3SBW
36" 2SBW1SFD
WALL
12" ROCK36"WD SPLI
T RAI
LWIRERAIL18"WD
W
S
DILAPIDATED
E
XI
S
TI
NG R/WE
XI
S
TI
NG R/WWOODS
WOODS
WOODS
WOODS
SOUTH FORK NE
W RIVER
-DR1- STA. 10+78.18
END FDPS
ELEV. 2792.13
-DR1- STA. 11+60.00
END GRADE
PI = 11+15.00
EL = 2,792.27'
DS = 30 MPH
VC = 75
K = 39
(-)2.2193%(-)0.3000%
ELEV. 2794.54
=-L- STA. 15+51.89 (10' RT)
-DR1- STA. 10+12.52
BEGIN GRADE
02
(-)7.18%
EL = 2790.00'
-L- STA. 10+94 RT
END SPECIAL CUT DITCH
EL = 2792.44'-L- STA. 10+60 RTSPECIAL CUT DITCHSTART ELEV. 2795.68
-DR2- STA. 10+00.00
BEGIN GRADE
ELEV. 2793.91
=-L- STA. 17+63.22 (10' LT)
-DR2- STA. 11+07.37
END GRADE
02
PI = 10+80.00
EL = 2,793.83'
(-)2.3155%
(+)0.3000%
VC = 10
K = 4
DS = 15 MPH
(-)1.53%
EL = 2792.68'
-DR2- STA. 10+80 LT
START SPECIAL CUT DITCH
EL = 2792.04'
-L- STA. 17+82.94 LT
-DR2- STA. 11+21 LT
SPECIAL CUT DITCH15"TB 2GI
6 SY GEO
2 TONS,
RIP RAP
CLASS 1
2GI
TB
ITEM)
(STRUCTURES
RIP RAP (TYP.)
CLASS II
24"
(SEE DETAIL B)
SPECIAL CUT DITCH
(SEE DETAIL B)
SPECIAL CUT DITCH
RETAIN
REMOVE
TBD SY GEO
TBD TONS CLASS B
(SEE DETAIL C)
SPECIAL CUT DITCH
(SEE DETAIL E)
EMBANKMENT
RIP RAP AT 2:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -DR1- STA. 10+60 TO 10+94 RT
DETAIL C
Min. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
42" RCP-IV
REMOVE
RCP-IV30"
( Not to Scale)
PIPE OUTLET STABILIZATION
Ground
Natural
Ground
Natural
EXI
STI
NG BANKEXISTING BANK
d
d=3 Ft.
Length=14 Ft.
KEYED-IN (TYP.)
CLASS I RIP-RAP
DETAIL A
-L- STA 13+27 LT
15 TONS CLASS I
(SEE DETAIL A)
PIPE OUTLET STABILIZATION
HW
REMOVE
( Not to Scale)
PIPE OUTLET STABILIZATION
Ground
Natural
Ground
Natural
EXI
STI
NG BANKEXISTING BANK
d
d=3 Ft.
Length=12 Ft.
KEYED-IN (TYP.)
CLASS I RIP-RAP
DETAIL D
-L- STA 18+39 RT
( Not to Scale)
RIP RAP AT EMBANKMENT
DETAIL E
KEYED-IN (TYP.)
CLASS I RIP-RAP
18"Pipe
FROM -DR1- STA 10+98 TO 11+08 LT
EXISTING BANK

Type of Liner= 6 TONS, CL I Rip-Rap
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
DETAIL B
Min. D= 1 Ft. (-DR2-)
Min. D= 2 Ft. (-L-)
Ground
Natural Slope
Ditch
Front
1:1*FROM -L- STA. 17+83 TO 18+30 LT
FROM -DR2- STA. 10+80 TO 11+21 LT
*(1:1 SLOPE FROM -L- STA. 14+50 TO 15+00 RT)
FROM -L- STA. 13+50 TO 15+00 RT
CONCRETE ABUTMENT
RETAIN EXISTING
DOWN TO STREAMBED ELEVATION
REMOVE EXISTING CONCRETE FOOTINGS
CONCRETE ABUTMENT
RETAIN EXISTING
15 TONS CLASS I
(SEE DETAIL D)
STABILIZATION
PIPE OUTLET
BURY INV. 0.5'
INV. 0.7'
BURY
INV. 0.7'
BURY
15"
R
C
P-I
V01
02
01Z
EL.=2788.0'
WORK PADS
TEMPORARY
EL.=2787.0'
WORK PADS
TEMPORARY
TEMPORARY SURFACE WATER IMPACTS
SURFACE WATER IMPACTS
WATER IMPACTS
TEMPORARY SURFACE
IMPACTS
SURFACE WATER
IMPACTS
SURFACE WATER
WATER IMPACTS
TEMPORARY SURFACE
WATER IMPACTS
TEMPORARY SURFACE
WA
SA
SE
WATER IMPACTS
SURFACE
TEMPORARY
S
IMPACTS
SURFACE WATER
S
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERSNAD
8
3/ 2
0
1
1
REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
417BP.11.R.162
R/W SHEET NO.8/17/9912/9/2020X:\NCDOT\Div 11 Ashe 355\Hydraulics\PERMITS_Environmental\Drawings\Ashe355_Hyd_prm_wet_psh.dgnUser:kgray14 15 16 17 18 19 20
FOR STRUCTURE PLANS, SEE SHEET S-1 THRU S-??
-L- STA 15+59.48
BEGIN APPROACH SLAB
-L- STA 17+54.52
END APPROACH SLABOUTOUT TO 30'-0"10'10'1'-7"
BRIDGE/ROADWAY RELATIONSHIP SKETCH021'-7"
BRIDGE #040355
ASHE COUNTY
13121110 21 22 23 24
3'-5"
3'-5"02SBG
PROP.
FDPS
PROP.
2,776
2,786
2,796
2,806
2,766 2,766
2,776
2,786
2,796
2,806ROADWAYCLEAR26'-10"2,810
2,780
2,790
2,800
SBG
PROP.
FDPS
PROP.
10 11
2,800
2,790
2,780
10 11
2,810
-DR2--DR1-
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
APPROX. W.S. ELEVATION
=
=
=
=
=
=
=
=
=
=
100 YRS
2786 FT
7200 CFS
2 YRS
2803.6 FT
= 11/29/2018DATE OF SITE VISIT
ON DATE OF SURVEY
5900 CFS
2793.4 FT
24181 CFS
<5 YRS
2794.1 FT*
WHICH OCCURS @ -L- STA. 17+71
LOWEST HIGH POINT ON DECK/ROADWAY,
*OVERTOPPING ELEVATION REPRESENTS
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT
Str#0401 30" RCP -L- Sta. 13+34
= 25
= 25
= 20
= 2,793.3
= 33
= 2,794.7
= 100+
= 38
= 2,795.3
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT
Str#0407 42" RCP -L- Sta. 18+39
= 38
= 25
= 29
= 2,792.3
= 46
= 2,793.2
= 100+
= 62+
= 2,794.2
7/18/2019 R/W REVISION #1: TEMPORARY CONSTRUCTION EASEMENT ADDED TO PARCEL 01 AS SECOND TAKING PARCEL 01Z FOR TEMPORARY CONSTRUCTION BENCH. 10'
10'
10'10'
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CONCRETE ABUTMENT
RETAIN EXISTING
DOWN TO STREAMBED ELEVATION
REMOVE EXISTING CONCRETE FOOTINGS
CONCRETE ABUTMENT
RETAIN EXISTING 1.5:11.5:1PERMIT DRAWING
SHEET 3 OF 5
OF PROPOSED BENT.
OUT 10' PAST CENTERLINE
AT ELEV. 2788'. BENCH
FOR PROPOSED BRIDGE
TEMPORARY WORK PADS
CENTERLINE OF EXISTING BENT.
ELEV. 2787'. BENCH OUT TO
REMOVAL OF EXIST. BRIDGE AT
TEMPORARY WORK PADS FOR
PAVEMENT REMOVAL
SITE 1
TS TS TS
TS TS
TSTSTSTSTSTS
TS TS TS TS TS
TS TS
THAN 50% AT ONE TIME.
WORK PADS TO NO MORE
BLOCKAGE FROM TEMPORARY
LIMIT TOTAL STREAMFLOW
PI = 13+80.00
EL = 2,795.26'
(+)0.3000%(-)0.3002%
VC = 100'
K = 167
PI = 18+13.00
EL = 2,793.96'
(-)0.3002%(+)1.3504%
VC = 100'
K = 61
DS = 60 MPH
-L- STA. 15+70.48
BEGIN BRIDGE -L- STA. 17+43.52
END BRIDGE
ELEV. 2795.02
-L- STA. 13+00.00
BEGIN GRADE ELEV. 2795.81
-L- STA. 19+50.00
END GRADE
DS = 35 MPH
17+81.19-L- STA. LOW POINT 1.5:11.5:1(+)0.30%
(-)2.23%
EL = 2791.67'
-L- STA. 18+00 LT
SPECIAL CUT DITCH
PVI
EL = 2793.46'
-L- STA. 15+00 RT
SPECIAL CUT DITCH
END
NWS=2786'
LOW CHORD
LOW SIDE
TO BE REMOVED
EXISTING BRIDGE
KEY-IN 3.5' (TYP.)
CLASS II RIP RAP
-L- EX. GRADE
PROP. GRADE
-EL- GRADE
(TYP.)
ELEV. 2789.0'
EXCAVATION TO EL = 2791.00'
-L- STA. 18+30 LT
SPECIAL CUT DITCH
END
(-)1.53%
EL = 2792.04'
-DR2- STA. 11+21 LT
-L- STA. 17+83 LT
SPECIAL CUT DITCH
EL = 2793.00'
-L- STA. 13+50 RT
SPECIAL CUT DITCH
START 30" RCP-IV
PROPOSED
42" RCP-IV
PROPOSED
@ MIN. 0.2%
TO DRAIN
WARP GUTTER
15+00
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
C
C
C
C
C
C C
F
C
C
F
F
C
C
F
F
FIREPIT
24" CMP
24" CMP 36" CMP
8' GR
8' GR
13' GR
12' GR
WOODS
WALL
6" ROCKELLIS RDT
HELEN L HARTZOG HARTZOG FORD RD - SR 118115" C
MP
15" CMPDISK36" 2SBWWALL
12" ROCK
WIRERAIL18"WD
W
S
DILAPIDATED
E
XI
S
TI
NG R/WEXI
S
TI
NG R/WWOODS
WOODS
WOODS
SOUTH FORK NE
W RIVER15"TB 2GI
6 SY GEO
2 TONS,
RIP RAP
CLASS 1
2GI
TB
ITEM)
(STRUCTURES
RIP RAP (TYP.)
CLASS II
24"
(SEE DETAIL B)
SPECIAL CUT DITCH
(SEE DETAIL B)
SPECIAL CUT DITCH
RETAIN
REMOVE
TBD SY GEO
TBD TONS CLASS B
(SEE DETAIL C)
SPECIAL CUT DITCH
(SEE DETAIL E)
EMBANKMENT
RIP RAP AT 42" RCP-IV
REMOVE
RCP-IV30" 15 TONS CLASS I
(SEE DETAIL A)
PIPE OUTLET STABILIZATION
HW
REMOVE
DOWN TO STREAMBED ELEVATION
REMOVE EXISTING CONCRETE FOOTINGS
CONCRETE ABUTMENT
RETAIN EXISTING
15 TONS CLASS I
(SEE DETAIL D)
STABILIZATION
PIPE OUTLET
BURY INV. 0.5'
INV. 0.7'
BURY
15"
R
C
P-I
VEL.=2788.0'
WORK PADS
TEMPORARY
EL.=2787.0'
WORK PADS
TEMPORARY
TEMPORARY SURFACE WATER IMPACTS
SURFACE WATER IMPACTS
WATER IMPACTS
TEMPORARY SURFACE
IMPACTS
SURFACE WATER
IMPACTS
SURFACE WATER
WATER IMPACTS
TEMPORARY SURFACE
WATER IMPACTS
TEMPORARY SURFACE
SA
SE
WATER IMPACTS
SURFACE
TEMPORARY
S
IMPACTS
SURFACE WATER
S
0
GRAPHIC SCALE
PERMIT DRAWING
SHEET 4 OF 5
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
17BP.11.R.162
PROJECT REFERENCE NO.SHEET NO.
5
ENGINEERS
TGS
PH [phone]
RALEIGH, NC 27603
SUITE 200
706 HILLSBOROUGH ST
TGS ENGINEERS
20 4020
SITE 1 INSET
TS TS
S S
SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
IMPACTS IN
DENOTES TEMPORARY NAD
8
3/ 2
0
1
1
@ MIN. 0.2%
TO DRAIN
WARP GUTTER
Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station StructureStreamFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / TypeMap IDWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 13+21/13+62 30" RCP SE < 0.01 < 0.01 1 39 RIP RAP OUTLET PROTECTION < 0.01 < 0.01 14 6 1 -L- 15+87/17+28 BRIDGE SFNR 0.11 92 (TEMP. WORK PADS) 1 -DR1- 10+98/11+12 LT 24" PIPE SFNR < 0.01 < 0.01 6 6 1 -L- 16+40/17+56 RT BRIDGE REMOVAL SFNR 0.05 24 (TEMP. WORK PADS) 1 -L- 18+32/18+46 42" RCP SA < 0.01 < 0.01 13 34 RIP RAP OUTLET PROTECTION < 0.01 < 0.01 12 6 TOTALS*: < 0.01 0.21 46 207 0*Rounded totals are sum of actual impactsRevised 2018 Feb SHEET 5OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSASHEBRIDGE #04035517BP.11.R.162NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS12/28/20201. <0.01 acres of Permanent SW impacts for bridge interior bents at -L- 16+12, 16+57, and 17+02.NOTES: 2. SFNR = SOUTH FORK NEW RIVER 3. Tree Clearing = 0.32 acres (areas where trees are > 3” DBH)