20201370 Ver 1_DF16804.2051046_PermitDrawings_20201109_20201117

(Version 2.08; Released April 2018)DF16804.2051046TIP No.:N/ACounty(ies):Johnston Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year: Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoN/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.Two 11 foot Travel Lanes with 2 foot paved shoulders and 4 foot grassed shoulders on each [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 CNCDWR Surface Water Classification for Water BodyNeuseBuffer Rules in Effect:N/ANone3500Two 11 foot Travel Lanes with 3 foot grassed shoulders on each sideWaterbody Information2020NCDWR Stream Index No.:DF16804.2051046Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The purpose of the project is to replace pipe E3082 on SR 1341 (Galilee Road) over Arters Branch in Johnston County due to the road being washed out. The existing pipe is a 1@158'x105" CMPA with headwalls. The replacement structure a single spans 70', 24" cored slab with 4' caps. The roadway grade of the new structure is almost 2 foot higher along the bridge in order to obtain the correct design speed for this route. There will be no direct discharge into the stream (no deck drains on the bridge). All existing stormwater drainage patterns were maintained on the project to the fullest extent. The storm drainage from the bridge deck will be discharged on the west quadrant into a ditch. The ditches on all four quadrants were impacted by the project. The ditches were replaced to match the existing flow patterns. 1223 Jones Franklin RoadNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:P.O. Box 3165Address:General Project InformationN/AWBS Element:Bridge ReplacementWBS Element:Kevin Alford, PE (Wetherill Engineering, Inc.)NCDOT Contact:252-640-6427Raleigh, NC 27606Contractor / Designer:[e-mail]:10/28/2020JohnstonSmithfiledChad CogginsWilson, NC 27895River Basin(s): City/Town:0.4Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoRural ResidentialArters Branch27-440.30.095 milesProject DescriptionProposed ProjectNeuseNoneSupplemental Classification: Nutrient Sensitive Waters (NSW)Wetlands within Project Limits?
V
=
=MPH
ADT

FUNC CLASS =

PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES HYDRAULICS ENGINEER
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
10/29/2020...\DF16804.2051046_hyd_prm_wet_tsh.dgnUSER:MHarveyARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAPROJECT ENGINEER
PROJECT DESIGN ENGINEER
EDWARD G, WETHERILL, PE
GREG S. PURVIS, PE
ENGINEER
ROADWAY DESIGN
LETTING DATE:
45
0.095 MILES
0.013 MILES
0.082 MILES
GRADING, DRAINAGE, PAVING & STRUCTURE
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
2020
DESIGN DATA
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
00
50 25 50
50 25 50
10 5 10 20
ENGINEERING
ETHERILLW Raleigh, N.C. 27606
Bus: 919 851 8077
Fax: [phone]
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
1223 Jones Franklin Rd.
License No. F-0377
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL

See Sheet 1B For Conventional Symbols
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER - NCDOT DIVISION 4
100
100

4
PE
NCDOT CONTACT:
RIGHT OF WAY DATE:
RURAL LOCAL
SUBREGIONAL TIER
JOHNSTON COUNTY
REPLACE CULVERT OVER ARTERS BRANCH
NA 2011NAD 83/CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
ROW, UTIL.
CONST.
See Sheet 1A For Index of Sheets
See Sheet RW01 TO RW04 For Survey Control Sheets
CONTRACT: PROJECT: DF16804.2051046DF16804.2051046
DF16804.2051046
DF16804.2051046
.541162
1343
1340
1342 1343
1341
1341
1343
1376
1341
1374
1375
1345
1347
1343
1162
1343
1386
1342
1347
1340
1341
QuailRd.LakeviewDr.Packing
PlantNorthJohnsonRd.Club
Rd
.GalileeRd.GalileeRd.Rd.Rd.Galil
eeGalil
eeBlack CreekRd.Bla c k Cr e e kRd.
Plant
Pack
ing
Rd.Packi
ngPl
ant
Rd.
S
wa
mp NEUSE School
Elementary
West Smithfield
Church
Hopewell
Transportation301
96
210
1341
VICINITY MAP
OFF-SITE DETOUR
PROJECT
SITE
Prepared for:
DIVISION OF HIGHWAYS
DIVISION FOUR
509 Ward Boulevard, Wilson NC, 27895
JAKE GREEN, PE, PLS
TOTAL LENGTH PROJECT DF16804.2051046 =
LENGTH STRUCTURE PROJECT DF16804.2051046 =
LENGTH ROADWAY PROJECT DF16804.2051046 =
ON SR 1341 (GALILEE ROAD)ARTERS BRANCH3,500
PRELIMINARY PLANS
DF16804.2051046
(NORTH JOHNSTON RD)
SR 1342 US 301/NC 96(GALILEE RD) SR 1341 -L-
(GALI
LEE RD) SR
1
3
4
1
-L-
PROJECT DF16804.2051046
BEGIN NCDOT
-L- POC STA. 15+55.00
END NCDOT PROJECT DF16804.2051046
-L- POC STA. 20+55.00
BEGIN BRIDGE
-L- STA. 17+96.99
END BRIDGE
-L- STA. 18+67.01
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SITE 2
SHEET 1 OF 5
PERMIT DRAWING
WELLONS-FETZER, LLC
36" 2SBW
36" 2SBW
3
6" 2
S
BW3
6" 2
S
BW3
6"
2
SBWSILT
48"WW W/1SBW48"M
TL
W/
W
W
48"MTLSILT
SILTDEBRIS AREA
RIPRAP &
RIPRAPWRACK LINEWRACK LI
NEP
OSTWD(X2)
ANCHORS
STEEL
(X4)
ANCHORS
STEEL
WOODS
WOODS
WOODS
WOODS
WOODS
SILT
36" 2SBWW/ 1SBW48"WW N 5339’02" E567.46’POST
WD
EXISTING R/W
EXISTING R/W
60.00’TEXI
STI
NG R/W60.00’130.8’
130.8’
130.3’
130.2’
130.7’
133.6’
133.6’
133.6’
133.6’
CULTIVATED FIELD
RIP RAP
ON TREE
WRACK LINE
ON TREE
WRACK LINE
ON TREE
WRACK LINE
SR 1342 (NORTH JOHNSTON RD) 22’ PAVED ROADWAY
SR 1341 (GALILEE RD)
CULTIVATED FIELD
WELLONS-FETZER, LLC
ANITA POWELL
WELLONS-FETZER, LLC
WELLONS-FETZER, LLC
22’ PAVED ROADWAYSR 1341 (GALI
LEE RD) US 301/NC 96EXI
STI
NG R/WCULTIVATED FIELD
CP
P
18"
H/W
MTL158"x105" CMAPDAMAGED
MTL H/W
ARTERS BRANCHA
R
T
E
R
S
B
R
A
N
C
H
FOR STRUCTURE PLANS
SEE SHEETS S-1 THRU S-14
& BRIDGE/PAVT. SKETCH
-DWY- ALIGNMENT,
SEE SHEET 2A-2 FOR CURVE DATA,
ROW STATION/OFFSETS
SEE SHEET 2A-3 FOR tTHE
GRAPHIC SCALE
0’100’100’
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 2 OF 5
PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND 15+0020+0025+00-L-
-L-
****************************************
RR SPIKE AT BASE OF 44" HACKBERRY TREE
BL STATION 13+16.9, 162.2’ RIGHT
N 632,162.2 E 2,184,631.3
BM#1 ELEVATION = 132.81’
****************************************
****************************************
RR SPIKE AT BASE OF 17" WATER OAK TREE
BL STATION 16+48.7, 137.6 LEFTN 632,230.2 E 2,185,109.7BM#2 ELEVATION = 128.24’****************************************
GPS-2
BL-3
BL-
4EOI
5
0
PR
50 PR
50 PR
16
" D
IP
16" DIP
SS
BM#1
BM#2
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
NC GRID
NAD 83 NA 2011
PI = 16+90.00
EL = 130.03’
(-)1.3100%(+)2.5033%
VC = 188’
PI = 19+35.00
EL = 136.16’
(+)2.5033%(+)5.1500%
VC = 131’EL. 131.80STA. 15+55.00BEGIN GRADEEL. 142.34STA. 20+55.00END GRADETIER GUIDELINES
SUBREGIONAL
NOTE: MEETS
DS = 35 MPH
K = 49 TIER GUIDELINES
SUBREGIONAL
NOTE: MEETS
DS = 35 MPH
K = 49
STA. 18+68.14END BRIDGESTA. 17+95.86BEGIN BRIDGEGROUND
EXIST.
GRADE
PROP.
(-)1.8100%
EX.GRADE
(+)5.6500%EX. GRADE
=-L- STA. 16+06.64-DWY- STA. 10+00.00= 560
= 125.4
= 126.3
= 130.9
= 10/12/20
= 122.0
= 2685
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 25
= 100
BRIDGE HYDRAULIC DATA
= 770
= 500+
CMPA WITH HEADWALLS
EXISTING 1@158"’ x 105"
CENTERLINE = 119.50
INVERT AT
PROPOSED CHANNEL
(10-12-20)
ELEV. = 122.0
ON DATE OF SURVEY
WATER SURFACE
NWS ELEV. = 122.51.5:1CHORD
LOWEST
ELEV. 125.0
EXCAVATE TO
(2 FT. THICK)
W/ GEOTEXTILE
CLASS II RIP RAP (2 FT. THICK)
W/ GEOTEXTILE
CLASS II RIP RAP
TOP OF BERM UNDER BRIDGE (TYP.)
ADD 0.5’ OF TOP SOIL TO
ELEV. 127.0
EXCAVATE TO1.5:11.5:11.5:1NO DECK DRAINS REQUIRED
W/ 4’0" CAPS
1@70’ - 24" CORED SLAB
C ELEV. = 133.58
SKEW = 90
STA. 18+32.00 -L-0L
1300 CY (+/-)
EXCAVATION =
TOTAL APPROXIMATE
C
C
C
F
C
C
F
C
C
C
C
F
C
F
C
CC
C
F
C
C
C
C
F
C FF1
1
1
2
1
ENGINEERING
ETHERILLW
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
Fax: [phone]
Bus: 919 851 8077
Liscense No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4
R/W SHEET NO.8/17/9911/9/2020P:\2020\20137.01_Galilee Road Div 4\Hydraulics\PERMITS_Environmental\Drawings\DF16804.2051046_hyd_prm_wet_psh.dgnMHarveyDF16804.2051046
12 13 14 15 16 17 18 19 20 21 22 23 24 25
80
90
100
110
120
130
140
150
160
170
80
90
100
110
120
130
140
150
160
170
26
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 1
SITE 2
S
S
S
HC
HC
(TYP.)
TO SHOULDER PT.
CLASS II RIP RAP
CULVERT
REMOVE EXISTING
(TYP.)
TO SHOULDER PT.
CLASS II RIP RAP
SEE DETAIL E
BANK STABILIZATION
MCF
SEE DETAIL B
TAIL DITCH
0402
+41SBGBEGIN18"
0401
SEE DETAIL A
SPECIAL CUT DITCH
3:13:1D
( Not to Scale)
d
TAIL DITCH
CLASS B RIP RAP = 18 TONS, GEOTEXTILE = 37 SY
LENGTH = 52 FT, SLOPE = 4.17%
FROM -L- STA. 17+25 TO STA. 17+78 RT.
Type of Liner= Class B Rip-Rap Max. d = 1 Ft.
Min. D = 1 Ft.
DETAIL B
Ground
Natural
Ground
Natural
Geotextile
DETAIL E
FROM -L- STA. 17+30 TO 17+99
FROM -L- STA. 18+19 TO 19+09
BANK STABILIZATION
2.0’(MIN.)(MAINTAIN 20’ WIDTH THROUGH THE BRIDGE OPENING)
CHANNEL WIDTH VARIES 15’ TO 20’
BED
CHANNEL
EXISTING
NOT TO SCALE
GROUND
NATURAL
W/ GEOTEXTILE (TYP.)
ALONG EXISTING BANK
CLASS ’II’ RIP RAP
TO FORM NEW CHANNEL
USE SLOPES 2:1 OR FLATTER
GEOTEXTILE = 405 SY
EST. 400 TONS OF CLASS II RIP RAP
SEE DETAIL C
AND GEOTEXTILE
B RIP RAP
W/ CLASS
CUT DITCH
SPECIAL
SEE DETAIL D
AND GEOTEXTILE
W/ CLASS B RIP RAP
CUT DITCH
3:1D Flatter4:1 or
d
( Not to Scale)
CUT DITCH
61 TONS CLASS B 82 SY GEOTEXTILE
FROM -L- STA. 19+50 TO STA. 20+55 RT.
Slope
Ditch
Front
DETAIL D
Max. d = 1 Ft.
Min. D = 1 Ft.
Type of Liner= Class B Rip-Rap
Ground
Natural
Geotextile
SEE DETAIL C
AND GEOTEXTILE
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
Flatter3:1 or
D
3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 16+05 TO STA. 17+25 RT.
FROM -L- STA. 15+55 TO STA. 18+18 LT.
DETAIL A
Min. D = 1 Ft.
Ground
Natural Slope
Ditch
Front
3:
1
D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
29 TONS CLASS B 39 SY GEOTEXTILE
FROM -L- STA. 19+00 TO STA. 19+50 RT.
49 TONS CLASS B 103 SY GEOTEXTILE
FROM -L- STA. 18+64 TO STA. 20+05 LT.
DETAIL C
Max. d = 1 Ft.
Min. D = 1 Ft.
Type of Liner= Class B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
SEE DETAIL A
SPECIAL CUT DITCH
( Not to Scale)
Geotextile
Elevation
Natural Bed
38 TONS CLASS B 80 SY GEOTEXTILE
FROM -L- STA. 18+26 TO STA. 19+00 RT.
15 TONS CLASS B 32 SY GEOTEXTILE
FROM -L- STA. 17+25 TO STA. 18+13 RT.
Ground
Natural
Ground
Natural
(Variable)
Channel Bed
EXISTING CHANNEL STABILIZATION
DETAIL F
1’

Type of Liner= Class B Rip-Rap - Keyed-In

SEE DETAIL E
STABILIZATION
EXISTING CHANNEL
(-)0.84%
(-)2.06%
(+)8.82%
(+)7.00%
ELEV.=123.50 FT
-L- 18+18 (LT)
END DITCH
ELEV.=127.17 FT
-L- 17+25 (RT)
END DITCH
ELEV.=127.77 FT
-L- 18+64 (LT)
BEGIN DITCH
ELEV.=137.71 FT
-L- 20+05 (LT)
END DITCH
ELEV.=133.91 FT
-L- 19+50 (RT)
END DITCH
ELEV.=129.50 FT
-L- 19+00 (RT)
BEGIN DITCH
RIGHT DITCH
LEFT DITCH
ELEV.=128.92 FT
-L- 15+55 (LT)
BEGIN DITCH
ELEV.=128.18 FT
-L- 16+05 (RT)
BEGIN DITCH
WELLONS-FETZER, LLC
36" 2SBW
36" 2SBW
3
6" 2
S
BW3
6" 2
S
BW3
6"
2
SBWSILT
48"WW W/1SBW48"M
TL
W/
W
W
48"MTLSILT
SILTDEBRIS AREA
RIPRAP &
RIPRAPWRACK LINEWRACK LI
NEP
OSTWD(X2)
ANCHORS
STEEL
(X4)
ANCHORS
STEEL
WOODS
WOODS
WOODS
WOODS
WOODS
SILT
36" 2SBWW/ 1SBW48"WW N 5339’02" E567.46’POST
WD
EXISTING R/W
EXISTING R/W
60.00’TEXI
STI
NG R/W60.00’130.8’
130.8’
130.3’
130.2’
130.7’
133.6’
133.6’
133.6’
133.6’
CULTIVATED FIELD
RIP RAP
ON TREE
WRACK LINE
ON TREE
WRACK LINE
ON TREE
WRACK LINE
SR 1342 (NORTH JOHNSTON RD) 22’ PAVED ROADWAY
SR 1341 (GALILEE RD)
CULTIVATED FIELD
WELLONS-FETZER, LLC
ANITA POWELL
WELLONS-FETZER, LLC
WELLONS-FETZER, LLC
22’ PAVED ROADWAYSR 1341 (GALI
LEE RD) US 301/NC 96EXI
STI
NG R/WCULTIVATED FIELD
CP
P
18"
H/W
MTL158"x105" CMAPDAMAGED
MTL H/W 120120120120120120120120120120
120
120
120
120120120120120120130130130130130 13013013013013013
0 130130130130130130130130
130
130
130 140140140140140140140
140140150150150150150150150150
150160160ARTERS BRANCHA
R
T
E
R
S
B
R
A
N
C
H
FOR STRUCTURE PLANS
SEE SHEETS S-1 THRU S-14
& BRIDGE/PAVT. SKETCH
-DWY- ALIGNMENT,
SEE SHEET 2A-2 FOR CURVE DATA,
ROW STATION/OFFSETS
SEE SHEET 2A-3 FOR tTHE
GRAPHIC SCALE
0’100’100’
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 3 OF 5
PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND 15+0020+0025+00-L-
-L-
****************************************
RR SPIKE AT BASE OF 44" HACKBERRY TREE
BL STATION 13+16.9, 162.2’ RIGHT
N 632,162.2 E 2,184,631.3
BM#1 ELEVATION = 132.81’
****************************************
****************************************
RR SPIKE AT BASE OF 17" WATER OAK TREE
BL STATION 16+48.7, 137.6 LEFTN 632,230.2 E 2,185,109.7BM#2 ELEVATION = 128.24’****************************************
GPS-2
BL-3
BL-
4EOI
5
0
PR
50 PR
50 PR
16
" D
IP
16" DIP
SS
BM#1
BM#2
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
NC GRID
NAD 83 NA 2011
PI = 16+90.00
EL = 130.03’
(-)1.3100%(+)2.5033%
VC = 188’
PI = 19+35.00
EL = 136.16’
(+)2.5033%(+)5.1500%
VC = 131’EL. 131.80STA. 15+55.00BEGIN GRADEEL. 142.34STA. 20+55.00END GRADETIER GUIDELINES
SUBREGIONAL
NOTE: MEETS
DS = 35 MPH
K = 49 TIER GUIDELINES
SUBREGIONAL
NOTE: MEETS
DS = 35 MPH
K = 49
STA. 18+68.14END BRIDGESTA. 17+95.86BEGIN BRIDGEGROUND
EXIST.
GRADE
PROP.
(-)1.8100%
EX.GRADE
(+)5.6500%EX. GRADE
=-L- STA. 16+06.64-DWY- STA. 10+00.00= 560
= 125.4
= 126.3
= 130.9
= 10/12/20
= 122.0
= 2685
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 25
= 100
BRIDGE HYDRAULIC DATA
= 770
= 500+
CMPA WITH HEADWALLS
EXISTING 1@158"’ x 105"
CENTERLINE = 119.50
INVERT AT
PROPOSED CHANNEL
(10-12-20)
ELEV. = 122.0
ON DATE OF SURVEY
WATER SURFACE
NWS ELEV. = 122.51.5:1CHORD
LOWEST
ELEV. 125.0
EXCAVATE TO
(2 FT. THICK)
W/ GEOTEXTILE
CLASS II RIP RAP (2 FT. THICK)
W/ GEOTEXTILE
CLASS II RIP RAP
TOP OF BERM UNDER BRIDGE (TYP.)
ADD 0.5’ OF TOP SOIL TO
ELEV. 127.0
EXCAVATE TO1.5:11.5:11.5:1NO DECK DRAINS REQUIRED
W/ 4’0" CAPS
1@70’ - 24" CORED SLAB
C ELEV. = 133.58
SKEW = 90
STA. 18+32.00 -L-0L
1300 CY (+/-)
EXCAVATION =
TOTAL APPROXIMATE
C
C
C
F
C
C
F
C
C
C
C
F
C
F
C
CC
C
F
C
C
C
C
F
C FF1
1
1
2
1
ENGINEERING
ETHERILLW
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
Fax: [phone]
Bus: 919 851 8077
Liscense No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4
R/W SHEET NO.8/17/9911/9/2020P:\2020\20137.01_Galilee Road Div 4\Hydraulics\PERMITS_Environmental\Drawings\DF16804.2051046_hyd_prm_wet_psh.dgnMHarveyDF16804.2051046
12 13 14 15 16 17 18 19 20 21 22 23 24 25
80
90
100
110
120
130
140
150
160
170
80
90
100
110
120
130
140
150
160
170
26
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 1
SITE 2
S
S
S
HC
HC
(TYP.)
TO SHOULDER PT.
CLASS II RIP RAP
CULVERT
REMOVE EXISTING
(TYP.)
TO SHOULDER PT.
CLASS II RIP RAP
SEE DETAIL E
BANK STABILIZATION
MCF
SEE DETAIL B
TAIL DITCH
0402
+41SBGBEGIN18"
0401
SEE DETAIL A
SPECIAL CUT DITCH
3:13:1D
( Not to Scale)
d
TAIL DITCH
CLASS B RIP RAP = 18 TONS, GEOTEXTILE = 37 SY
LENGTH = 52 FT, SLOPE = 4.17%
FROM -L- STA. 17+25 TO STA. 17+78 RT.
Type of Liner= Class B Rip-Rap Max. d = 1 Ft.
Min. D = 1 Ft.
DETAIL B
Ground
Natural
Ground
Natural
Geotextile
DETAIL E
FROM -L- STA. 17+30 TO 17+99
FROM -L- STA. 18+19 TO 19+09
BANK STABILIZATION
2.0’(MIN.)(MAINTAIN 20’ WIDTH THROUGH THE BRIDGE OPENING)
CHANNEL WIDTH VARIES 15’ TO 20’
BED
CHANNEL
EXISTING
NOT TO SCALE
GROUND
NATURAL
W/ GEOTEXTILE (TYP.)
ALONG EXISTING BANK
CLASS ’II’ RIP RAP
TO FORM NEW CHANNEL
USE SLOPES 2:1 OR FLATTER
GEOTEXTILE = 405 SY
EST. 400 TONS OF CLASS II RIP RAP
SEE DETAIL C
AND GEOTEXTILE
B RIP RAP
W/ CLASS
CUT DITCH
SPECIAL
SEE DETAIL D
AND GEOTEXTILE
W/ CLASS B RIP RAP
CUT DITCH
3:1D Flatter4:1 or
d
( Not to Scale)
CUT DITCH
61 TONS CLASS B 82 SY GEOTEXTILE
FROM -L- STA. 19+50 TO STA. 20+55 RT.
Slope
Ditch
Front
DETAIL D
Max. d = 1 Ft.
Min. D = 1 Ft.
Type of Liner= Class B Rip-Rap
Ground
Natural
Geotextile
SEE DETAIL C
AND GEOTEXTILE
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
Flatter3:1 or
D
3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 16+05 TO STA. 17+25 RT.
FROM -L- STA. 15+55 TO STA. 18+18 LT.
DETAIL A
Min. D = 1 Ft.
Ground
Natural Slope
Ditch
Front
3:
1
D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
29 TONS CLASS B 39 SY GEOTEXTILE
FROM -L- STA. 19+00 TO STA. 19+50 RT.
49 TONS CLASS B 103 SY GEOTEXTILE
FROM -L- STA. 18+64 TO STA. 20+05 LT.
DETAIL C
Max. d = 1 Ft.
Min. D = 1 Ft.
Type of Liner= Class B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
SEE DETAIL A
SPECIAL CUT DITCH
( Not to Scale)
Geotextile
Elevation
Natural Bed
38 TONS CLASS B 80 SY GEOTEXTILE
FROM -L- STA. 18+26 TO STA. 19+00 RT.
15 TONS CLASS B 32 SY GEOTEXTILE
FROM -L- STA. 17+25 TO STA. 18+13 RT.
Ground
Natural
Ground
Natural
(Variable)
Channel Bed
EXISTING CHANNEL STABILIZATION
DETAIL F
1’

Type of Liner= Class B Rip-Rap - Keyed-In

SEE DETAIL E
STABILIZATION
EXISTING CHANNEL
(-)0.84%
(-)2.06%
(+)8.82%
(+)7.00%
ELEV.=123.50 FT
-L- 18+18 (LT)
END DITCH
ELEV.=127.17 FT
-L- 17+25 (RT)
END DITCH
ELEV.=127.77 FT
-L- 18+64 (LT)
BEGIN DITCH
ELEV.=137.71 FT
-L- 20+05 (LT)
END DITCH
ELEV.=133.91 FT
-L- 19+50 (RT)
END DITCH
ELEV.=129.50 FT
-L- 19+00 (RT)
BEGIN DITCH
RIGHT DITCH
LEFT DITCH
ELEV.=128.92 FT
-L- 15+55 (LT)
BEGIN DITCH
ELEV.=128.18 FT
-L- 16+05 (RT)
BEGIN DITCH
132.70
131.80
0.0280.036 STA. 20+55.00
END PROJECT
131.08 3:13:13:1
0.0250.016
127.89
DWY 9.2:1
130.69
3:1
0.0250.005
3:1126.96 3:13:1
127.80
130.38
3:1
3:1
0.0290.029
127.383:11"/FT.
125.93 3:1130.31 3:13:1
0.0410.041
3:1125.42
127.17
3:1
130.31 3:13:1
0.053
0.053
3:1124.90
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
0
10/29/2020...\GALILEE RD_RDY_XPL.dgnUSER:MHarvey8/23/99PROJ. REFERENCE NO.SHEET NO.
130 130
15+05.00
130 130
135 135
15+55.00
130 130
16+05.00
130 130
16+50.00
125 125
130 130
17+00.00
125 125
130 130
17+25.00
125 125
130 130
135 135
17+50.00
X-1DF16804.2051046
-L-
5 10
SHEET 4 OF 5
PERMIT DRAWING
Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts 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- Sta. 17+83 - 18+56 Lt Bank Stabilization 0.03 0.04 91 23 2 -L- Sta. 17+90 - 18+41 Rt Bank Stabilization < 0.01 < 0.01 0.012314 TOTALS*: < 0.01 0.03 0.05 114 37 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 5OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSJOHNSTON COUNTYDF16804.2051046 NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS10/30/2020