20211102 Ver 1_Meeting Request Review Doc Attachment_20210707

(Version 2.07; Released October 2016)17.BP.11.R.122TIP No.:SF-050027County(ies):Avery Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year:2016Existing:Year:Aquatic T&E Species?NoComments:YesN/ANoN/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.2-lanes at 11' each with 4' paved shoulders before bridge, 4' unpaved after [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:None51002-lanes at 12' each with 8' shoulders, 2' full depth shouldersWaterbody Information2016NCDWR Stream Index No.:17.BP.11.R.122Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)This project replaces existing bridge #050027: 4@40’, for an overall length of 160’. The bridge consists of reinforced concrete deck girders on concrete bents with spill through abutments with an out to out bridge width of 32’. The proposed bridge will be (3)-spans 1@40'; 1@95'; 1@40' for an overall length of 175'. Bridge will use 54" concrete girders on concrete piers with will thru abutments with an out to out width of 43'-3". No deck drains will be required. Runoff from the bridge will be captured and discharged onto Class B rip rap outlet pads. There is a slight increase in the impervious area of the project, however there is no significant increase in the discharge from the roadway runoff.900 Ridgefield DriveNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:801 Statesville RoadAddress:General Project InformationSF-050027WBS Element:Bridge ReplacementWBS Element:RK&K - Audrey Burnette, PENCDOT Contact:336-903-9202Suite 350Raleigh, NC 27609Contractor / Designer:[e-mail]:12/13/2017AveryPineolaHeath Slaughter - Division Environmental OfficerNorth Wilkesboro, 28659River Basin(s): City/Town:0.9Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoRuralLinville River11-29-(4.5)0.7750 ft. (0.1420 mi.)Project DescriptionProposed ProjectCatawbaNoneSupplemental Classification: Trout Waters (Tr) Wetlands within Project Limits?
Bridge 27
NC-181BlueRidg e P k yTuttleLn
PritchardR dSR#1151SR#
1
518P in e ola
RdUS-221
A n d y C r o weRdLinvill
e
A
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e
L
invilleFallsHwy
Michelle Ln RidgeRdJonasRidgeHwySt
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C
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L
n
A ld r id g e R
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#
1
54
1 LinolaLnGoose
Hol
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owRdMil
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T
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e
rCrRdL a k e vie wRdRiverHollowR d
H ig h landHills Rd
Oak Hill
sRdSR#1538Fairway LnOld
Jonas
Ridge
RdOldMortimer R d
La
u
r
e
l

R
d
Red Oak Rd
TroutBrookLoopKn
o
l
l
C
i
r
B r i a r
Rd
NC-194Yarr
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C
i
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Twin Pine LnT aylor -H u g h e s R d
Lo
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L
nSpruce Ln
Oak Ln
LadyS lip
p
er
LoopSuns
hi
n
e
L
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Laurelw o od Ln
NC-181US-221NC-
18
1LinvilleRiverMillTimb
e
r
C
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e
ek
Antho
nyCreekJennyBranchStace
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C
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Pi
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Bunt Cree
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BRIDGE 27
AVERY COUNTY
NORTH CAROLINA SHEET 1
0 2,000 4,000
Feet
Express Design - Build Bridge Program
Division 11
NCDOT
Division of Highways
WILKES
SURRY
ASHE
CALDWELL
AVERY
WATAUGA
MITCHELL
ALEXANDER
ALLEGHANY
BRUNSWICK
VICINITY MAP
3495
34953495
3500350035003505349534953495
349534953495349534953495
3495
3495
3495
3500
3
5
0
0
3
5
0
0
3
5
0
0 350035003500350035003500
3500
35003
5
0
0
3
5
0
0
3500
3500
3
5
00
3500350035003500350035003500350035
0
0350035003500
350035003
5
0
0
350035003
5
0
0
350035003500 35003500350035003500
35053505
3
5
0
5
3
5
0
5
35053505
3505
3505 35053505 3505350535053505350535053505
350535053505
3505
350535053505350535053
5
0
5
3505
35053
5
0
5
3
5
0
5
350535053505350535053505
3505
350535053
5
0
5
3505 35
0535053505
350535053
5
0
5
3505
3505
350535053505
3505
350535053505350535053505350535053505
3510351035103510
3510
3510 3510351035103
5
1
0
3510
3510
3510
3510
3510
3510
35103515
3
5
15
3515351535153515
3515
3
5
1
5
3515
3520
3
5
2
035203520352035203520
3
5
2
0
3520
352535253525
3525
3525352535253525352535303530
353035303
5
3
0
3530
3535
3535
3535
3535
3
5
3
5 354035403540
3545
3
5
4
5
3545
3550
355035553555
3
5
6
0
3560
3
5
6
53565
3570
3575
36" CMP18" CMPPINEOLA BAPTIST CHURCH RD.SR 1505TUTTLE LN.LINVILLE FALLS HWY.
NC 181US 221
LINVILLE RIVER
LIN
VILLE RIVER
GATE
GREENHOUSE
GREENHOUSE
GREENHOUSE GREENHOUSE1SFD
GR
GR
BST
BST
BST
BSTRET. WALLBESIDE JACK HEAD
5/8" REBAR
5/8" REBAR
MAINTAINED R/W
MAINTAINED R/WMAINTAINED R/W
MAINTAINED R/W MAINTAINED R/WMAINTAINED R/W40.00’40.00’30.00’
LT
LT
22’ BST
18’ BST18’ BST22’ BST
COVERED PORCH
NC 194
TO MILLERS GAP HWY.
NC 181 S.
TO JONAS RIDGE HWY.
WD
BST
W/ LIGHT
STONE COLUMN
33.10’ LEFT -EL-
AT&T TELEPHONE
CONC.
CONC.
POWER METER
POST AND
BILLBOARD
CONC.
WALL
2SF BUS. PINEOLA INN
NC 181
US 22122’ BST LINVILLE FALLS HWY.
BETTE
AND HIS WIFE
TROY ODELL CLARK
J. RUFUS HENLEY
LINDA F. COMBS
AND
DAVID W. HARDING
PINEOLA BAPTIST CHURCH
JUDITH L. BLACKBURN
BRENDA S. STILLWELL
AND WIFE
LARRY R. STILLWELL
DWIGHT GENTRY
DB 15 PG 582
PINEOLA BAPTIST CHURCH
.01.02.02.02.02.02.03.03.00.01.01.02.02.01.00.02.02.02.02.03
.03.02
.01.02
.00.01
.00.01
.02
.01
.02
.02
.01
.00
.01
.02
.03
.04
.05EXIST.EXIST.8
:1
8:1
8:1
PROP SBG
PROP SBG
TYP.
25’+37.67TYP.
25’+27.50WATER IMPACTS
PERMANENT SURFACE
1"=25’
SCALE
EACH END OF DITCH
WATER IMPACTS AT
TEMPORARY SURFACE
WATER IMPACTS
PERMANENT SURFACE
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND AND SURFACE WATER IMPACTS PERMIT
NAD
8
3
(NS
RS
2
0
0
7
)
SHEET 2 OF 11
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HAND CLEARING
EXCAVATION
DUE TO CAUSEWAY
WATER IMPACTS
TEMPORARY SURFACE
PI Sta 10+86.27
D
L = 72.43’
T = 36.39’
R = 300.00’
-Y1-
AT-1
-L--Y2--Y1-10+00
15+00TYPE III
TYPE III TYPE III
TYPE III GREU 350 TL-3
GREU 350 TL-3GREU 350 TL-3-DET-
SE = 0.03
V = 30mph @ Stop. Cond.
F
F
F
F
F
F
C F
F
F
F
F
F
F
F
F
F
F
F
F
C
1
2
5
3
4
6
7
18" RCP-IV
15"
R
C
P-III
18" RCP-IV
F
SEE DETAIL B
CONSTRUCTED DURING TEMP. DETOUR PHASE
LATERAL BASE DITCH
W/2 ELBOWS15" CSP SEE DETAIL A
TEMP. DETOUR PHASE
CONSTRUCTED DURING
SP. LAT. BASE DITCH
ON TEMPORARY BRIDGE SLOPES
FROM STA. 12+07 TO STA. 12+75 RT
Type of Liner= CL B Rip-Rap
SEE DETAIL D
STREAM BANK STABILIZATION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/20/2018R:\Hydraulics\PERMITS_Environmental\Drawings\050027_PER_psh04_con.dgnaburnettePLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
050027 4
LINVILLE RIVER
140.00’
GREU 350 TL-3MAINTAINED R/W
FF
36" CMP18" CMPPINEOLA BAPTIST CHURCH RD.SR 1505TUTTLE LN.LINVILLE FALLS HWY.
NC 181US 221
LINVILLE RIVER
LIN
VILLE RIVER
GATE
GREENHOUSE
GREENHOUSE
GREENHOUSE GREENHOUSE1SFD
GR
GR
BST
BST
BST
BSTRET. WALLBESIDE JACK HEAD
5/8" REBAR
5/8" REBAR
MAINTAINED R/W
MAINTAINED R/WMAINTAINED R/W
MAINTAINED R/W MAINTAINED R/WMAINTAINED R/W40.00’40.00’30.00’
LT
LT
22’ BST
18’ BST18’ BST22’ BST
COVERED PORCH
NC 194
TO MILLERS GAP HWY.
NC 181 S.
TO JONAS RIDGE HWY.
WD
BST
W/ LIGHT
STONE COLUMN
33.10’ LEFT -EL-
AT&T TELEPHONE
CONC.
CONC.
POWER METER
POST AND
BILLBOARD
CONC.
WALL
2SF BUS. PINEOLA INN
NC 181
US 22122’ BSTLINVILLE FALLS HWY.
BETTE
AND HIS WIFE
TROY ODELL CLARK
J. RUFUS HENLEY
LINDA F. COMBS
AND
DAVID W. HARDING
PINEOLA BAPTIST CHURCH
JUDITH L. BLACKBURN
BRENDA S. STILLWELL
AND WIFE
LARRY R. STILLWELL
DWIGHT GENTRY
DB 15 PG 582
PINEOLA BAPTIST CHURCH
.01.02.02.02.02.02.03.03.00.01.01.02.02.01.00.02.02.02.02.03
.03.02
.01.02
.00.01
.00.01
.02
.01
.02
.02
.01
.00
.01
.02
.03
.04
.05EXIST.EXIST.8
:1
8:1
8:1
PROP SBG
PROP SBG
TYP.
25’+37.67TYP.
25’+27.50WATER IMPACTS
PERMANENT SURFACE
1"=25’
SCALE
EACH END OF DITCH
WATER IMPACTS AT
TEMPORARY SURFACE
WATER IMPACTS
PERMANENT SURFACE
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND AND SURFACE WATER IMPACTS PERMIT
NAD
8
3
(NS
RS
2
0
0
7
)
DUE TO CAUSEWAY
TEMPORARY SURFACE
SHEET 3 OF 11
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HAND CLEARING
EXCAVATION
PI Sta 10+86.27
D
L = 72.43’
T = 36.39’
R = 300.00’
-Y1-
AT-1
-L--Y2--Y1-10+00
15+00TYPE III
TYPE III TYPE III
TYPE III GREU 350 TL-3
GREU 350 TL-3GREU 350 TL-3-DET-
SE = 0.03
V = 30mph @ Stop. Cond.
F
F
F
F
F
F
C F
F
F
F
F
F
F
F
F
F
F
F
F
C
1
2
5
3
4
6
7
18" RCP-IV
15"
R
C
P-III
18" RCP-IV
F
SEE DETAIL B
CONSTRUCTED DURING TEMP. DETOUR PHASE
LATERAL BASE DITCH
W/2 ELBOWS15" CSP SEE DETAIL A
TEMP. DETOUR PHASE
CONSTRUCTED DURING
SP. LAT. BASE DITCH
ON TEMPORARY BRIDGE SLOPES
FROM STA. 12+07 TO STA. 12+75 RT
Type of Liner= CL B Rip-Rap
SEE DETAIL D
STREAM BANK STABILIZATION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/20/2018R:\Hydraulics\PERMITS_Environmental\Drawings\050027_PER_psh04_wo_con.dgnaburnettePLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
050027 4
LINVILLE RIVER
140.00’
GREU 350 TL-3MAINTAINED R/W
FF
-EL-
-EL--EY--EY1-PINEOLA BAPTIST CHURCH RD.SR 1505TUTTLE LN.LINVILLE FALLS HWY.
NC 181US 221
GATE
GREENHOUSE
GREENHOUSE
GREENHOUSE GREENHOUSE1SFD
GR
GR
BST
BST
BST
BSTRET. WALLBETTE
AND HIS WIFE
TROY ODELL CLARK
J. RUFUS HENLEY
LINDA F. COMBS
AND
DAVID W. HARDING
BESIDE JACK HEAD
5/8" REBAR
5/8" REBAR
N 6622’00" W
160.57’
MAINTAINED R/W
MAINTAINED R/WMAINTAINED R/W
MAINTAINED R/W MAINTAINED R/WMAINTAINED R/W40.00’40.00’30.00’
POWER = MOUNTAIN ELECTRIC
LT
LTN 0405’21" E66.26’31.47’S 1128’47" E
152.56’
N 1758’50"
W
198.40’
22’ BST
18’ BST18’ BST22’ BST
COVERED PORCH
NC 194
TO MILLERS GAP HWY.
NC 181 S.
TO JONAS RIDGE HWY.
WD
BST
W/ LIGHT
STONE COLUMN
BM #2
19.82’ RIGHT -EL-
MOUNTAIN ELECTRIC POWER
20.80’ RIGHT -EL-
MOUNTAIN ELECTRIC POWER 22.02’ RIGHT -EL-
MOUNTAIN ELECTRIC POWER
33.10’ LEFT -EL-
AT&T TELEPHONE
LEFT -EL-
26.23’
POWER
ELECTRIC
MOUNTAIN
-EL-
53.23’ LEFT
POWER
ELECTRIC
MOUNTAIN
PINEOLA BAPTIST CHURCH
CONC.
BRENDA S. STILLWELL
AND WIFE
LARRY R. STILLWELL
CONC.
POWER METER
POST AND
BILLBOARD
CONC.
DWIGHT GENTRY
2SF BUS. PINEOLA INN
34953495
349534953495349534953495
3495
3495
3
5
0
0
3
5
0
0 35003500350035003
5
0
03500
3500
3500
35003
5
0
0
3
5
0
0
3500
35003500350035003500350035003
50035003500 35003500
3
5
0
5
3
5
0
5 35053505 3505350535053505350535053505
3505
3505
350535053505350535053
5
0
5
3505
35053
5
0
535053505
3
5
0
5
3505 350535053505
350535053505
3505 35053505350535053505350535053505
351035103510
3510
3510 3510351035103
5
1
0
3510
3510
3510
3510
3510
3
5
15
3515351535153515
3515
3515
352035203520
3525352535253530
353035303535
LINVILLE RIVER
LIN
VILLE
RIVE
R
PROPOSED GRADE
EXISTING GROUND
GROUND
EXISTING
PROPOSED GRADE
.02.01.00.01.02.03.04.04.03.02.01.00.02.01.02.02.01OF TRAFFIC
FOR MAINTENANCE
TEMPORARY SHORING
OF TRAFFIC
FOR MAINTENANCE
TEMPORARY SHORING
8:1
+68 RT
BEGIN SBG
PROP SBG
.03
.02.03
10’10’2’1
0
’
1
0’
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/20/2018R:\Hydraulics\PERMITS_Environmental\Drawings\050027_PER_psh05.dgnaburnette
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00NAD 83/ NSRS 2007-DET--Y1_DET-
100
100
50
50
50
50
10 2010
050027 5
3,510
3,520
3,500
3,490
3,480
11 12 1310 14 15 16 17 18 19
3,510
3,500
3,490
3,480
3,470
10
SHEET 4 OF 11
PERMIT DRAWING
3,450
3,460
3,470
3,480
3,490
3,500
3,510
3,520
3,499.9’
10-YR WSEL.
PI = 13+70.00
EL = 3,509.06’
(-)0.3525%(+)0.3000%
VC = 70’
K = 107
V = 53 mphEL = 3,509.74’
-DET- STA. 11+76.33
BEGIN GRADE
EL = 3,510.10’
-DET- STA. 17+17.16
END GRADE
V = 28 mph
PI = 10+65.00
EL = 3,508.46’(-)4
.4
8
0
1%(-)6.2505%
VC = 30’
K = 17
EL = 3,507.21’
-Y1- STA. 10+85.00
-Y1_DET- STA. 10+85.00 =
END GRADE
EL = 3,509.34’
-DET- STA. 12+77.65, 10’ LT
-Y1_DET- STA. 10+45.38 =
BEGIN GRADE
**
GREU 350 TL-3
TEMP.
GREU 350 TL-3
TEMP.
AT-1
TEMP.
GREU 350 TL-3
TEMP.
C C
F
F
F F
F
F
F
F
F
F
C
C
INV=3500.04’
INV=3498.50’36" CMP18" CMP
WALL
TO BE EXCAVATED
18" RCP-IV
SEE DETAIL C
TOE PROTECTION
SEE DETAIL B
LATERAL BASE DITCH
SEE DETAIL A
SP. LAT. BASE DITCH
0408
0404
0403
0409 W/
(2)
ELBOWS15" CSP
DRAINAGE DETAILS
GROUND
NATURAL
( Not to Scale)
STREAM BANK STABILIZATION
DETAIL D
SHEET 5 OF 11
PERMIT DRAWING
OR FLATTER
SLOPE=2.0:1
Matting (TYP.)
Coir Fiber
Type of Liner= Coir Fiber Matting, Banks Only
050027 2D-1
d 2:1B
D
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
FROM STA. 12+00 TO STA. 12+65 LT
Slope
Fill
DETAIL A
B=4.0 Ft.
Max. d=0.5 Ft.
Min. D=0.5 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM STA. 17+00 TO STA. 17+75 LT (CL I RIP RAP D=1.5)
FROM STA. 14+00 TO STA. 17+00 LT (CL B RIP RAP D=2.0)
DETAIL B
b=5.0 Ft.
B=4.0 Ft.
Max. d= Ft.
Min. D= Ft.
*When B is < 6.0’
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
TOE PROTECTION
d
ON TEMPORARY BRIDGE SLOPES
FROM STA. 12+07 TO STA. 12+75 RT
Fill Slope2:1 or Flatter
Fill Sl
ope2:1 or Flatter
DETAIL C
d=0.5 Ft.
Type of Liner= CL B Rip-Rap
Geotextile
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/20/2018R:\Hydraulics\PERMITS_Environmental\Drawings\050027_PER_Drain_Det.dgnaburnettePLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
CURB & GUTTER LOCATIONS
ALN STATION STATION LOCDESCRIPTION
SBG
SBG -L-
-L-
14+86.95 15+05.00 LT
15+10.05 15+22.35 RT
PINEOLA BAPTIST CHURCH RD.SR 1505TUTTLE LN.LINVILLE FALLS HWY.
NC 181US 221
GATE
GREENHOUSE
GREENHOUSE
GREENHOUSE GREENHOUSE1SFD
GR
GR
BST
BST
BST
BSTRET. WALLBETTE
AND HIS WIFE
TROY ODELL CLARK
J. RUFUS HENLEY
LINDA F. COMBS
AND
DAVID W. HARDING
BESIDE JACK HEAD
5/8" REBAR
5/8" REBAR
MAINTAINED R/W
MAINTAINED R/WMAINTAINED R/W
MAINTAINED R/W MAINTAINED R/WMAINTAINED R/W40.00’40.00’30.00’
LT
LT
22’ BST
18’ BST18’ BST22’ BST
COVERED PORCH
NC 194
TO MILLERS GAP HWY.
NC 181 S.
TO JONAS RIDGE HWY.
WD
BST
W/ LIGHT
STONE COLUMN
33.10’ LEFT -EL-
AT&T TELEPHONE
-EL-
53.23’ LEFT
POWER
ELECTRIC
MOUNTAIN
PINEOLA BAPTIST CHURCH
CONC.
JUDITH L. BLACKBURN
BRENDA S. STILLWELL
AND WIFE
LARRY R. STILLWELL
CONC.
CONC.
DWIGHT GENTRY
2SF BUS. PINEOLA INN
34953495349534953495349534953495349534953495
3495
3495
3495
3500350035003500
3
5
0
0
3
5
0
0
3
5
0
0 35003500350035003
5
0
03500
3500
3500
35003
5
0
0
3
5
0
0
3500
3500
3
5
0
0
3500350035003500350035003500350035
0
0350035003500
35003
5
0
0
35003
5
0
0
350035003500 3500350035003500
350035053505
3
5
0
5
3
5
0
5
35053505
3505
3505 35053505 3505350535053505350535053505
350535053505
3505
3505
350535053505350535053
5
0
5
3505
35053
5
0
5
3
5
0
5
350535053505350535053505
3505
350535053
5
0
5
3505 350535053505
350535053505
3505
350535053505
3505
350535053505350535053505350535053505
3510351035103510
3510
3510 3510351035103
5
1
0
3510
3510
3510
3510
3510
3510
3510
35103515
3
5
15
3515351535153515
3515
3515
3520
3
5
2
035203520352035203520
35
2
0
352535253525352535253530
353035303535
3535 35403540
LINVILLE RIVER
LIN
VILLE RIVER
.02.01.00.01.02.03.04.04.03.02.01.00.02.01.02.02.01OF TRAFFIC
FOR MAINTENANCE
TEMPORARY SHORING
OF TRAFFIC
FOR MAINTENANCE
TEMPORARY SHORING
8:1
+68 RT
BEGIN SBG
PROP SBG
.03
.02.03
10’10’2’1
0
’
1
0
’
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
ADT = 5,100 (2013)
DESIGN SPEED = 50 MPH
AVERY #27
50 100
50 100
10 20
50
50
10
CAUSEWAY CONSTRUCTION SEQUENCE
INSTALL BANK STABILIZATION AFTER REMOVING CAUSEWAY.7.
REMOVE CAUSEWAY UPON COMPLETION OF PHASE I.6.
INSTALL TEMPORARY BEAMS OVER END BENT #2 & INTERIOR BENT #2 FROM CAUSEWAY.5.
CAUSEWAY.
AFTER COMPLETION OF BENT CONSTRUCTION, REMOVE BENT ACCESS PORTION OF4.
CONSTRUCT END BENT #2 & INTERIOR BENT #2.3.
NO MORE THAN HALF THE STREAM SHALL BE BLOCKED DURING PHASE I CONSTRUCTION.
CONSTRUCT CAUSEWAY WITH FLOW THROUGH PIPES AS SHOWN ON PLAN.2.
CONSTRUCT GRAVEL ACCESS AS SHOWN ON PLAN.1.
PLAN OF CAUSEWAY - PHASE I
050027
SHEET 6 OF 11
PERMIT DRAWING
EC-2
BM #1
BM #2
1015**
GREU 350 TL-3
TEMP.
GREU 350 TL-3
TEMP.
AT-1
TEMP.
GREU 350 TL-3
TEMP.
C C
F
F
F F
F
F
F
F
F
F
C
C
GEOTEXTILE FABRIC (TYP.)GEOTEXTILE FABRIC (TYP.)
BENT ACCESS
MAIN CAUSEWAY
1.5:1 SLOPE
(TYP.)
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
15’
20’
BENT ACCESS
MAIN CAUSEWAY
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
15’
20’
TOP OF CAUSEWAY
EL. = 3,496.8’
DETAIL OF CAUSEWAY
N.T.S.
(SURVEYED 5/254/2016)
NWS EL. 3,492.8’
STREAM BED
EL. 3,491.9’
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/20/2018R:\Hydraulics\PERMITS_Environmental\Drawings\050027_PER_Causeway_I.dgnaburnettePLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD
8
3
(NSRS
2
0
0
7
)
CURB & GUTTER LOCATIONS
ALN STATION STATION LOCDESCRIPTION
SBG
SBG -L-
-L-
14+86.95 15+05.00 LT
15+10.05 15+22.35 RT
INV=3500.04’
INV=3498.50’INV=3501.17’INV=3502.57’36" CMP18" CMP
WALL
GRAVEL ACCESS
PINEOLA BAPTIST CHURCH RD.SR 1505TUTTLE LN.LINVILLE FALLS HWY.
NC 181US 221
GATE
GREENHOUSE
GREENHOUSE
GREENHOUSE GREENHOUSE1SFD
GR
GR
BST
BST
BST
BSTRET. WALLBETTE
AND HIS WIFE
TROY ODELL CLARK
J. RUFUS HENLEY
LINDA F. COMBS
AND
DAVID W. HARDING
BESIDE JACK HEAD
5/8" REBAR
5/8" REBAR
MAINTAINED R/W
MAINTAINED R/WMAINTAINED R/W
MAINTAINED R/W MAINTAINED R/WMAINTAINED R/W40.00’40.00’30.00’
LT
LT
22’ BST
18’ BST18’ BST22’ BST
COVERED PORCH
NC 194
TO MILLERS GAP HWY.
NC 181 S.
TO JONAS RIDGE HWY.
WD
BST
W/ LIGHT
STONE COLUMN
33.10’ LEFT -EL-
AT&T TELEPHONE
-EL-
53.23’ LEFT
POWER
ELECTRIC
MOUNTAIN
PINEOLA BAPTIST CHURCH
CONC.
JUDITH L. BLACKBURN
BRENDA S. STILLWELL
AND WIFE
LARRY R. STILLWELL
CONC.
CONC.
DWIGHT GENTRY
2SF BUS. PINEOLA INN
34953495349534953495349534953495349534953495
3495
3495
3495
3500350035003500
3
5
0
0
3
5
0
0
3
5
0
0 35003500350035003
5
0
03500
3500
3500
35003
5
0
0
3
5
0
0
3500
35003500
350035003500350035003500350035
0
0350035003500
35003
5
0
0
350035003
5
0
0
350035003500 35003500350035003500
350035053505
3
5
0
5
3
5
0
5
35053505
3505
3505 35053505 3505350535053505350535053505
35053505
3505
3505
350535053505350535053
5
0
5
3505
35053
5
0
5
3
5
0
5
350535053505350535053505
3505
350535053
5
0
5
3505 350535053505
350535053505
3505
350535053505
3505
350535053505350535053505350535053505
3510351035103510
3510
3510 3510351035103
5
1
0
3510
3510
3510
3510
3510
3510
35103515
3
5
15
3515351535153515
3515
3515
3520
3
5
2
035203520352035203520
35
2
0
352535253525352535253530
353035303535
3540
LINVILLE RIVER
LIN
VILLE RIVER
.02.01.00.01.02.03.04.04.03.02.01.00.02.01.02.02.01OF TRAFFIC
FOR MAINTENANCE
TEMPORARY SHORING
OF TRAFFIC
FOR MAINTENANCE
TEMPORARY SHORING
8:1
+68 RT
BEGIN SBG
PROP SBG
.03
.02.03
10’10’2’1
0
’
1
0
’
CAUSEWAY CONSTRUCTION SEQUENCE
PLAN OF CAUSEWAY - PHASE II
INSTALL BANK STABILIZATION AFTER REMOVING CAUSEWAY.9.
REMOVE CAUSEWAY UPON COMPLETION OF PHASE I.8.
INSTALL TEMPORARY BEAMS OVER END BENT #2 & INTERIOR BENT #2 FROM CAUSEWAY.7.
CAUSEWAY.AFTER COMPLETION OF BENT CONSTRUCTION, REMOVE BENT ACCESS PORTION OF6.
CONSTRUCT END BENT #2 & INTERIOR BENT #2.5.
NO MORE THAN HALF THE STREAM SHALL BE BLOCKED DURING PHASE I CONSTRUCTION.
CONSTRUCT CAUSEWAY WITH FLOW THROUGH PIPES AS SHOWN ON PLAN.4.
CONSTRUCT GRAVEL ACCESS AS SHOWN ON PLAN.3.
LATERAL BASE DITCH, SEE DETAIL A ON SHEET 2 OF ROADWAY PLANS.
INSTALL 18" RCP UNDER PINEOLA BAPTIST CHURCH ROAD. CONSTRUCT2.
INSTALL IMPERVIOUS DIKE AS SHOWN ON PLAN.1.
EC-2A050027
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
ADT = 5,100 (2013)
DESIGN SPEED = 50 MPH
AVERY #27
50 100
50 100
10 20
50
50
10
SHEET 7 OF 11
PERMIT DRAWING
BM #1
BM #2
C C
F
F
F F
F
F
F
F
F
F
C
C
1015**
GREU 350 TL-3
TEMP.
GREU 350 TL-3
TEMP.
AT-1
TEMP.
GREU 350 TL-3
TEMP.
GEOTEXTILE FABRIC (TYP.)GEOTEXTILE FABRIC (TYP.)
BENT ACCESS
MAIN CAUSEWAY
1.5:1 SLOPE
(TYP.)
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
15’
20’
BENT ACCESS
MAIN CAUSEWAY
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
15’
20’
TOP OF CAUSEWAY
EL. = 3,498.2’
DETAIL OF CAUSEWAY
N.T.S.
(SURVEYED 5/254/2016)
NWS EL. 3,492.8’
STREAM BED
EL. 3,491.9’
DIKE
IMPERVIOUS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/20/2018R:\Hydraulics\PERMITS_Environmental\Drawings\050027_PER_Causeway_II.dgnaburnettePLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD
8
3
(NSRS
2
0
0
7
)
CURB & GUTTER LOCATIONS
ALN STATION STATION LOCDESCRIPTION
SBG
SBG -L-
-L-
14+86.95 15+05.00 LT
15+10.05 15+22.35 RT
INV=3500.04’
INV=3498.50’INV=3501.17’INV=3502.57’36" CMP18" CMP
WALL
GRAVEL ACCESS
18" RCP-IV
SP. LATERAL BASE DITCH
SEE DETAIL A
(2)-72"x44" CSP ARCHES
PINEOLA BAPTIST CHURCH RD.SR 1505TUTTLE LN.LINVILLE FALLS HWY.
NC 181US 221
GATE
GREENHOUSE
GREENHOUSE
GREENHOUSE GREENHOUSE1SFD
GR
GR
BST
BST
BST
BSTRET. WALLBETTE
AND HIS WIFE
TROY ODELL CLARK
J. RUFUS HENLEY
LINDA F. COMBS
AND
DAVID W. HARDING
BESIDE JACK HEAD
5/8" REBAR
5/8" REBAR
MAINTAINED R/W
MAINTAINED R/WMAINTAINED R/W
MAINTAINED R/W MAINTAINED R/WMAINTAINED R/W40.00’40.00’30.00’
LT
LT
22’ BST
18’ BST18’ BST22’ BST
COVERED PORCH
NC 194
TO MILLERS GAP HWY.
NC 181 S.
TO JONAS RIDGE HWY.
WD
BST
W/ LIGHT
STONE COLUMN
33.10’ LEFT -EL-
AT&T TELEPHONE
-EL-
53.23’ LEFT
POWER
ELECTRIC
MOUNTAIN
PINEOLA BAPTIST CHURCH
CONC.
JUDITH L. BLACKBURN
BRENDA S. STILLWELL
AND WIFE
LARRY R. STILLWELL
CONC.
CONC.
DWIGHT GENTRY
2SF BUS. PINEOLA INN 3495349534953495
3495349534953500350035
0035003500350035003
5
0
0
3500
3500
35053505
3505
3505 3505350535053505
3505
3505
3505350535053505
35103510 3510
34953495349534953495349534953495349534953495
3495
3495
3495
3500350035003500
3
5
0
0
3
5
0
0
3
5
0
0 35003500350035003
5
0
03500
3500
3500
35003
5
0
0
3
5
0
0
3500
3500
3
5
0
0
3500350035003500350035003500350035
0
0350035003500
35003
5
0
0
350035003
5
0
0
350035003500 3500350035003500
350035053505
3
5
0
5
3
5
0
5
35053505
3505
3505 35053505 3505350535053505350535053505
350535053505
3505
3505
350535053505350535053
5
0
5
3505
35053
5
0
5
3
5
0
5
350535053505350535053505
3505
350535053
5
0
5
3505 350535053505
350535053505
3505
350535053505
3505
350535053505350535053505350535053505
3510351035103510
3510
3510 3510351035103
5
1
0
3510
3510
3510
3510
3510
3510
35103515
3
5
15
3515351535153515
3515
3515
3520
3
5
2
035203520352035203520
35
2
0
352535253525352535253530
353035303535
3535 35403540
3545
LINVILLE RIVER
LIN
VILLE RIVER
.02.01.00.01.02.03.04.04.03.02.01.00.02.01.02.02.018:1.03
.02.03
10’10’2’1
0
’
1
0
’
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
ADT = 5,100 (2013)
DESIGN SPEED = 50 MPH
AVERY #27
50 100
50 100
10 20
50
50
10
CAUSEWAY CONSTRUCTION SEQUENCE
PLAN OF CAUSEWAY - PHASE III
050027 EC-2B
INSTALL BANK STABILIZATION AFTER REMOVING CAUSEWAY.6.
REMOVE CAUSEWAY UPON COMPLETION OF PHASE III.5.
REMOVE END BENT #1 AND INTERIOR BENT #1 & #2 FROM CAUSEWAY.4.
CONSTRUCTION IF POSSIBLE.
NO MORE THAN HALF THE STREAM SHALL BE BLOCKED DURING PHASE III
CONSTRUCT CAUSEWAY WITH FLOW THROUGH PIPES AS SHOWN ON PLAN.3.
CONSTRUCT GRAVEL ACCESS AS SHOWN ON PLAN.2.
INTERIOR BENT #2 FROM ABOVE.
REMOVE BRIDGE DECK & SUPERSTRUCTURE FROM END BENT #1 THROUGH1.
SHEET 8 OF 11
PERMIT DRAWING
BM #1
BM #2
C C
F
F
F F
F
F
F
F
F
F
C
C
1015**
GREU 350 TL-3
TEMP.
GREU 350 TL-3
TEMP.
AT-1
TEMP.
GREU 350 TL-3
TEMP.
GEOTEXTILE FABRIC (TYP.)GEOTEXTILE FABRIC (TYP.)
BENT ACCESS
MAIN CAUSEWAY
1.5:1 SLOPE
(TYP.)
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
15’
20’
BENT ACCESS
MAIN CAUSEWAY
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
15’
20’
TOP OF CAUSEWAY
EL. = 3,495.0’
DETAIL OF CAUSEWAY
N.T.S.
(SURVEYED 5/254/2016)
NWS EL. 3,492.8’
STREAM BED
EL. 3,491.7’
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/20/2018R:\Hydraulics\PERMITS_Environmental\Drawings\050027_PER_Causeway_III.dgnaburnettePLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD
8
3
(NSRS
2
0
0
7
)
CURB & GUTTER LOCATIONS
ALN STATION STATION LOCDESCRIPTION
SBG
SBG -L-
-L-
14+86.95 15+05.00 LT
15+10.05 15+22.35 RT
INV=3500.04’
INV=3498.50’INV=3501.17’INV=3502.57’36" CMP18" CMP
WALL
(2)-72"x44" CSP ARCHES
GRAVEL ACCESS
PINEOLA BAPTIST CHURCH RD.SR 1505TUTTLE LN.LINVILLE FALLS HWY.
NC 181US 221
GATE
GREENHOUSE
GREENHOUSE
GREENHOUSE GREENHOUSE1SFD
GR
GR
BST
BST
BST
BSTRET. WALLBETTE
AND HIS WIFE
TROY ODELL CLARK
J. RUFUS HENLEY
LINDA F. COMBS
AND
DAVID W. HARDING
BESIDE JACK HEAD
5/8" REBAR
5/8" REBAR
MAINTAINED R/W
MAINTAINED R/WMAINTAINED R/W
MAINTAINED R/W MAINTAINED R/WMAINTAINED R/W40.00’40.00’30.00’
LT
LT
22’ BST
18’ BST18’ BST22’ BST
COVERED PORCH
NC 194
TO MILLERS GAP HWY.
NC 181 S.
TO JONAS RIDGE HWY.
WD
BST
W/ LIGHT
STONE COLUMN
33.10’ LEFT -EL-
AT&T TELEPHONE
-EL-
53.23’ LEFT
POWER
ELECTRIC
MOUNTAIN
PINEOLA BAPTIST CHURCH
CONC.
JUDITH L. BLACKBURN
BRENDA S. STILLWELL
AND WIFE
LARRY R. STILLWELL
CONC.
CONC.
DWIGHT GENTRY
2SF BUS. PINEOLA INN
34953495349534953495349534953495349534953495
3495
3495
3495
3500350035003500
3
5
0
0
3
5
0
0
3
5
0
0 35003500350035003
5
0
03500
3500
3500
35003
5
0
0
3
5
0
0
3500
3500
3
5
0
0
3500350035003500350035003500350035
0
0350035003500
35003
5
0
0
350035003
5
0
0
350035003500 3500350035003500
350035053505
3
5
0
5
3
5
0
5
35053505
3505
3505 35053505 3505350535053505350535053505
350535053505
3505
3505
350535053505350535053
5
0
5
3505
35053
5
0
5
3
5
0
5
350535053505350535053505
3505
350535053
5
0
5
3505 350535053505
350535053505
3505
350535053505
3505
350535053505350535053505350535053505
3510351035103510
3510
3510 3510351035103
5
1
0
3510
3510
3510
3510
3510
3510
35103515
3
5
15
3515351535153515
3515
3515
3520
3
5
2
035203520352035203520
35
2
0
352535253525352535253530
353035303535
3535 35403540
3545
LINVILLE RIVER
LIN
VILLE RIVER
.02.01.00.01.02.03.04.04.03.02.01.00.02.01.02.02.01.03
.02.03
CAUSEWAY CONSTRUCTION SEQUENCE
PLAN OF CAUSEWAY - PHASE IV
INSTALL BANK STABILIZATION AFTER REMOVING CAUSEWAY.6.
REMOVE CAUSEWAY UPON COMPLETION OF PHASE IV.5.
REMOVE END BENT #2 AND INTERIOR BENT #3 FROM CAUSEWAY.4.
CONSTRUCTION IF POSSIBLE.
NO MORE THAN HALF THE STREAM SHALL BE BLOCKED DURING PHASE III
CONSTRUCT CAUSEWAY WITH FLOW THROUGH PIPES AS SHOWN ON PLAN.3.
CONSTRUCT GRAVEL ACCESS AS SHOWN ON PLAN.2.
INTERIOR BENT #2 FROM ABOVE.
REMOVE BRIDGE DECK & SUPERSTRUCTURE FROM END BENT #2 THROUGH1.
050027 EC-2C
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
ADT = 5,100 (2013)
DESIGN SPEED = 50 MPH
AVERY #27
50 100
50 100
10 20
50
50
10
SHEET 9 OF 11
PERMIT DRAWING
BM #1
BM #2
C C
F
F
F F
F
F
F
F
F
F
C
C
1015GREU 350 TL-3
TEMP.
GREU 350 TL-3
TEMP.
AT-1
TEMP.
GREU 350 TL-3
TEMP.
GEOTEXTILE FABRIC (TYP.)GEOTEXTILE FABRIC (TYP.)
BENT ACCESS
MAIN CAUSEWAY
1.5:1 SLOPE
(TYP.)
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
15’
20’
BENT ACCESS
MAIN CAUSEWAY
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
15’
20’
TOP OF CAUSEWAY
EL. = 3,499.7’
DETAIL OF CAUSEWAY
N.T.S.
(SURVEYED 5/254/2016)
NWS EL. 3,492.8’
STREAM BED
EL. 3,491.7’
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/20/2018R:\Hydraulics\PERMITS_Environmental\Drawings\050027_PER_Causeway_IV.dgnaburnettePLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD
8
3
(NSRS
2
0
0
7
)
CURB & GUTTER LOCATIONS
ALN STATION STATION LOCDESCRIPTION
SBG
SBG -L-
-L-
14+86.95 15+05.00 LT
15+10.05 15+22.35 RT
INV=3500.04’
INV=3498.50’INV=3501.17’INV=3502.57’36" CMP18" CMP
WALL
GRAVEL ACCESS
DIVISION OF HIGHWAYS
NCDOT
TEMPORARY WORK PAD DETAIL
1.5:11.5:1 CLASS B RIP RAP
CLASS II RIP RAP
CHANNEL BED
NOT TO SCALE
2/14/2018
CLASS II RIP RAP
AVERY COUNTY
PROJECT: 17BP.11.R.122 (050027)
WIDTH OF PROP. BENT CAP + 5’ EACH END
FABRIC
GEOTEXTILE
FLOW
INTERIOR BENT
C OF PROPOSEDL
NATURAL GROUND
1.0’1.5:1
FABRIC
GEOTEXTILE
CLASS B RIP RAP
FLOWNWS EL.=3,492.8’
BRIDGE NO. 27 OVER
LINVILLE RIVER
(LINVILLE FALLS HWY)
ON US 221/NC 181
=3,492.8’
NWS EL.
PHASE IV=3,495.0’
PHASE III=3,499.7’
PHASE II=3,498.2’
PHASE I=3,496.8’
CAUSEWAY TOP ELEV.
APPROX. EL. = 3,491.7’
@ STREAM CENTER
CHANNEL BOTTOM
VARIES PER PHASE)
(QUANTITY AND PLACEMENT
72"x44" CSP ARCH PIPES
SHEET 10 OF 11
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)1-L- 12+70 LT Bank Stabilization due to ditch0.002 0.001 16.000 10.0002-L- 13+38 LT Bank Stabilization due to ditch0.003 0.001 26.000 10.0003-L- 12+83 to 14+27Causeway0.198 166.0004-L- 16+35 LTDitch Excavation0.0015-L- 16+06 to 16+79 LTR/W Clearing0.135TOTALS*:*Rounded totals are sum of actual impactsNOTES:Revised September 2014 SHEET 11OF11 WETLAND PERMIT IMPACT SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS0.908 ac of Tree Clearing within the project limits. Includes area impacted by Temporary Detour and power lines within the R/W.SF-0500272/14/2018Avery CountyNC DEPARTMENT OF TRANSPORTATION17BP.11.R.122