20210922 Ver 1_Bridge 215_permit drawings_final_20210504

(Version 2.08; Released April 2018)BP4.R002TIP No.:SF-500215County(ies):Johnston Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2025Existing:Year:Aquatic T&E Species?Comments:YesNoNoState project BP4.R002 involves the replacement of Johnston County Bridge #0215 on SR 2159 (Bay Valley Rd.) over UT to Little Buffalo Creek. The existing bridge consists of 1 @ 30'-6", 1@ 30'-0", 1 @ 31'-0",PPC cored slab with PPC caps and H-Piles. It is to be replaced with a 1 @ 105'-0" 39" box beam bridge at the same location.The proposed bridge does not contain deck drains. All storm water from the bridge and approaches will be collected by a concrete flume and discharged at the toe of slope into Class 'I' rip-rap in the northwest quadrant at a location outside the buffer. The roadside ditches in the southeast and southwest quadrants will not be impacted and will match the existing drainage patterns. Wetlands within Project Limits?NSWNoneSupplemental Classification: Rural, Residential, and AgricultureUT to Little Buffalo Creek25-57-170.40.142Project DescriptionProposed ProjectNeuseRiver Basin(s): City/Town:0.8Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail], NC 27895Address:3/3/2021JohnstonKenlyChad CogginsPO Box 3165WBS Element:Bridge ReplacementWBS Element:HNTB North Carolina, P.C. / James Byrd, PENCDOT Contact:[phone]Suite 200Raleigh, NC 27609Contractor / Designer:(919) 424-0437343 E. Six Forks RoadNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:509 Ward Blvd. Address:General Project InformationSF-500215BP4.R002Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)ac.NeuseBuffer Rules in Effect:None20132-11' asphalt paved lanes with 2' to 6' paved shoulders and 3' to 4' grass shoulders. Side slopes have front slopes of 3:1 or flatter.Waterbody Information380NCDWR 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): Class CNCDWR Surface Water Classification for Water Body2-10' paved lanes with grass shoulders. Roadside ditches exist in the southeast and southwest quadrants, but both ditches dissipate before discharging into the UT to Buffalo [e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NoDeck 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)
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 9
PERMIT DRAWING

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

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

PROJECT LENGTH
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
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
3/29/2021...\BP4.R002_HYD_PRM_TSH.dgnHNTBCONTRACT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA2018 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
LETTING DATE:
Prepared in the Office of:
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
PROJECT ENGINEER
NCDOT CONTACT
=
=
=
VICINITY MAP
BEGIN BRIDGE
LOCAL
SUB-REGIONAL TIER
50 100
50 100
10 20105
50 25
50 25
GRADING, DRAINAGE, PAVING AND STRUCTURE
OFFSITE DETOUR
See Sheet 1B for Symbology Sheet
See Sheet 1A For Index of Sheets

PE
-L- POT STA 13+00.00
0.142 MILES
0.020 MILES
0.122 MILES
380
760
4
JOHNSTON COUNTY
TIP PROJECT:
REPLACE BRIDGE NO. 215 BRANCH OF BUFFALO CREEK
2013
2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
NOTES:
2025
6
ON SR 2159 (BAY VALLEY RD)
END BRIDGE
LI
MITS
PROJECT
TO SR 2148 (BEULAHTOWN RD)
TO
SR
2163
(TEDDER
RD
)10
60
JANUARY 22, 2021
* TTST =1%DUAL 3%
ROY H. TELLIER, PE--CHAD COGGINS
-L- POT STA. 20+50.00COUNTYJOHNSTON COUNTYWI
LSON55
BRANCH OF BUFFALO CREEK
SR
2159
BAY
VALLEY
RD
-L-
JULY 13, 2021
RW/UTIL
CONST.
-L- POT STA 15+43.20
-L- POT STA 16+50.80
BP4.R002.1
BP4.R002.2
BP4.R002.3
BP4.R002BP4.R002
END PROJECT BP4.R002
BEGIN PROJECT BP4.R002
TOTAL LENGTH OF PROJECT BP4.R002
LENGTH OF STRUCTURE PROJECT BP4.R002
LENGTH OF ROADWAY PROJECT BP4.R002APPROVED R/W PLANS2148
2163
2162
2161
2160
2159
2110
2159
2159
2163
2110
2110
2161
2163
2143
Bunn
Rd.SimmonsR d.Ba
y
Vall
e
yBayValle
y
Rd.Ba
y
Valley
Rd.
Fl
o
wer
Hill
And
Glendale
Rd.
C
oreRd.TedderRd.TedderRd.Rd.Rd.Rd.BaileyLittle
Buffalo
Creek
Monica
Ln.Da
ve
Dr.
Elementary School
Glendale-Kenly
Rd.Bailey2148
2143
Beulahtown
222
222
2148
Boyette
RevelRevellRd.Ramble
1104
1195
1195
BRANCH OF BUFFALO CREEK
BRANCH OF BUFFALO CREEK NA
2
0
1
1NAD
8
3/NA 2011NAD 83/
18" RCP
24
" RCP
24" RCP
RAP
RIP
RAP
RIP
RAP
RIP
SR 2159 BAY VALLEY RD - 21' BST
SR
2159
BAY
VALLEY
RD
- 21' BST
72" CHL 3SBWGR
TO BEULAHTOWN RD
TO
TEDDER
RD
GUY
GUY
GUY
GUY
GUY
GUY
EIP
EIP
EIP
EIP
AXLE
RIPRAP
BST DRIVEP
B
7
2
P
G
10
9 (CE
NT
E
RE
D ON
P
L)
2
0' J
OI
NT DRI
VE
WAY
E
AS
E
ME
NT
OVERGROWTH
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
CONC DRIVECONC S/W
BRANCH OF BUFFALO CREEK
BRANCH OF BUFFALO CREEK
EIP WIFE, POCONNA S CUDDINGTON
MATTHEW L CUDDINGTON AND
WIFE, LOUISE H CUDDINGTON
RICHARD E CUDDINGTON AND
GAIL A. RENFROW
LORIE M ALVIS
WIFE, LAUREN TOMFORD
DARREN TOMFORD AND
BETTY BROUGHTON
JAMES C PEARCE
WIFE, SHERRY E MUNDEN
JOSEPH M MUNDEN AND
COUNTY OF JOHNSTON
BRIDGE 215
TREE
L
INE
T LP
EIP
TPOST
VAULT
STATIONPUMP
EIP
EXISTING R/W
EXISTING R/W
EXISTING
R/W
EXISTING
R
/WTHH
Public Utility, 12 ", DIP
Johnston County
BRANCH OF BUFFALO CREEK
RIPRAP
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/29/2021...\BP4.R002_HYD_PRM_wet_PSH4.dgnHNTB-L-
120'
130'
150'
160'
170'
120'
130'
150'
160'
170'
11+0010+00 12+00 13+00 14+00 15+00 16+00 17+00
4
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT
-L- POC STA. 13+00.00
-L- POC STA. 20+50.00
18+00 19+00 20+00 21+00
140'
180'
190'
-L- STA. 15+43.20
BEGIN BRIDGE
-L- STA. 16+50.80
END BRIDGE
-L- STA. 15+32.50
BEGIN APPROACH SLAB
-L- STA. 16+61.50
END APPROACH SLAB
140'
180'
190'
22+00
BUFFALO CREEK
BRANCH OF
BP4.R002
END PROJECT BP4.R002
BEGIN PROJECT BP4.R002
MATERIAL TO BE REMOVED
-L- POT Sta. 21+82.06
-L- PCC Sta. 13+05.32
-L- PT Sta. 19+84.53
-L- PC Sta. 10+00.00 15 -L-10 -L-20 -L-PI = 18+50.00
EL = 166.21'
VC = 289'
K = 79
ELEV. = 162.14
-L- STA 13+00.00
BEGIN GRADE
ELEV. = 175.01
-L- STA 20+50.00
END GRADE
ELEV.= 157.62'
-L- STA BEFORE 10+00, 77.89 RT
BM#1 RR SPIKE IN BASE OF 14" PINE
V = 45 MPH
(+)0.2400%
(+)0.7400%
(+)4.4000%
(+)4.8200%
(+)0.7400%
ELEV.= 157.13
-L- STA 15+66.29, 61.37' LT
BM#2 RR SPIKE IN BASE OF 23" PINE
-L- STA 15+43.20
BEGIN BRIDGE
-L- STA 16+50.80
END BRIDGE
-L-
-L-
1
2
4
3
F
F
F
F
F
F
F
F
F
F
AR
GV
GV
BORE PIT
BORE PIT
BORE PIT
BORE PIT
AR
GV
GV
LEGEND
W1
WETLAND & STREAM IMPACTS
-L-
SHEET 2 OF 9
PERMIT DRAWING
W2
MECHANIZE CLEARING IN WETLANDS = 0.001 Ac / 39 SF
E E
**
*
*
**
*
**
*
*
HC HC
EXCAVATION IN WETLANDS
HAND CLEARING IN WETLANDS
HAND CLEARING IN WETLANDS
SCALE 1" = 40'
HAND CLEARING IN WETLANDS
IN WETLANDS
MECHANIZED CLEARING
HAND CLEARING IN WETLANDS = 0.009 Ac / 410 SF
MECHANIZE CLEARING IN WETLANDS = 0.002 Ac / 81 SF
EXCAVATION IN WETLANDS = <0.001 Ac / 1 SF
MECHANIZED CLEARING IN WETLANDS
HAND CLEARING IN WETLANDS
IN WETLANDS
DENOTES EXCAVATION
CLEARING IN WETLANDS
DENOTES MECHANIZED
CLEARING IN WETLANDS
DENOTES HAND NAD
8
3 NA
2
0
1
1NC GRI
DRETAIN
RETA
IN
RETAIN
LIMIT (TYP.)
EXCAVATION
BRIDGE
REMOVE EXIST.
C
C
C
ELEV. 156.0'
TO SHOULDER
CLASS "II" RIPRAP
C
EST. 5 SYGF
EST. 2 TONS
CLASS 'I' RIP-RAP
-L- STA. 14+66.44
FLUME
CONCRETE
MODIFIED
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
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1020
= 25
= 155.2
= 3240
= 100
= 158.2
= >3240 (+)
= >100 (+)
= 161.51
= 06-06-19
= 151.09
145145146146147147147147148148148148149149149149149149149149149150150150150 150150
1501501501501501
5
0150 150150150150150150151151
151151151151
151 151151151
151
151152
1
5
2
1
521
5
2
152152152
152152 152152 152152152152
152152152
152 152152153153153153 153153153153
153153153
153
153
153153153153 153153
153153
153153153153
15315315315315
4
154154154 15415415415415
4154154
154154
154 154154154154
15415
4
154154154154155155 155155
155155155 155155155155155
155155155
155
155155155155155155155155155155
155
155
155
155
155
155
155155155
155155155
15515515515515515
5155155155155155
156156156 1
5
6
156
156
156156156156156156
156156
156 156156156156
1
5
6
156
156156156157
157157157157157
157157157157157157157157157
157 157158158158158 158158158 158158158
158158158
158 158159159159159
159159159159
159
159159
1591
6
0160160160
160160 160160160160160 1601
6
0
160
160
160
160 160 160160160160160161161161 161161
161
161
161161161
162162162 162162162
162162
162162 163163163
163163163164164
164
164165165165165 165165
16516
6166
16616716
7
1671681681681691691691701701701701701701711711711
7
1
17
2
172172172173173173173174174174174175175 175175175175175175175175
17617
6176176176
177 177177177177
177178178178178178178179 179179179 179179
180
18018018018018
0
1
8
0
180180180
180181181181181181181181181
181182182 1821821
8
2 1821
8
2182182183183183
183
18318318318318418418418
4184 1841841
8
5185185185185
185
185185185185185185
185185186
186186186186186186187187187187
187188188
188
188188189189189190
19018" RCP
24
" RCP
24" RCP
RAP
RIP
RAP
RIP
RAP
RIP
SR 2159 BAY VALLEY RD - 21' BST
SR
2159
BAY
VALLEY
RD
- 21' BST
72" CHL 3SBWGR
TO BEULAHTOWN RD
TO
TEDDER
RD
GUY
GUY
GUY
GUY
GUY
GUY
EIP
EIP
EIP
EIP
AXLE
RIPRAP
BST DRIVEP
B
7
2
P
G
10
9 (CE
NT
E
RE
D ON
P
L)
2
0' J
OI
NT DRI
VE
WAY
E
AS
E
ME
NT
OVERGROWTH
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
CONC DRIVECONC S/W
BRANCH OF BUFFALO CREEK
BRANCH OF BUFFALO CREEK
EIP WIFE, POCONNA S CUDDINGTON
MATTHEW L CUDDINGTON AND
WIFE, LOUISE H CUDDINGTON
RICHARD E CUDDINGTON AND
GAIL A. RENFROW
LORIE M ALVIS
WIFE, LAUREN TOMFORD
DARREN TOMFORD AND
BETTY BROUGHTON
JAMES C PEARCE
WIFE, SHERRY E MUNDEN
JOSEPH M MUNDEN AND
COUNTY OF JOHNSTON
BRIDGE 215
TREE
L
INE
T LP
EIP
TPOST
VAULT
STATIONPUMP
EIP
EXISTING R/W
EXISTING R/W
EXISTING
R/W
EXISTING
R
/WTHH
Public Utility, 12 ", DIP
Johnston County
BRANCH OF BUFFALO CREEK
RIPRAP
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/29/2021...\BP4.R002_HYD_PRM_wet_PSH4.dgnHNTB-L-
120'
130'
150'
160'
170'
120'
130'
150'
160'
170'
11+0010+00 12+00 13+00 14+00 15+00 16+00 17+00
4
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT
-L- POC STA. 13+00.00
-L- POC STA. 20+50.00
18+00 19+00 20+00 21+00
140'
180'
190'
-L- STA. 15+43.20
BEGIN BRIDGE
-L- STA. 16+50.80
END BRIDGE
-L- STA. 15+32.50
BEGIN APPROACH SLAB
-L- STA. 16+61.50
END APPROACH SLAB
140'
180'
190'
22+00
BUFFALO CREEK
BRANCH OF
BP4.R002
END PROJECT BP4.R002
BEGIN PROJECT BP4.R002
MATERIAL TO BE REMOVED
-L- POT Sta. 21+82.06
-L- PCC Sta. 13+05.32
-L- PT Sta. 19+84.53
-L- PC Sta. 10+00.00 15 -L-10 -L-20 -L-PI = 18+50.00
EL = 166.21'
VC = 289'
K = 79
ELEV. = 162.14
-L- STA 13+00.00
BEGIN GRADE
ELEV. = 175.01
-L- STA 20+50.00
END GRADE
ELEV.= 157.62'
-L- STA BEFORE 10+00, 77.89 RT
BM#1 RR SPIKE IN BASE OF 14" PINE
V = 45 MPH
(+)0.2400%
(+)0.7400%
(+)4.4000%
(+)4.8200%
(+)0.7400%
ELEV.= 157.13
-L- STA 15+66.29, 61.37' LT
BM#2 RR SPIKE IN BASE OF 23" PINE
-L- STA 15+43.20
BEGIN BRIDGE
-L- STA 16+50.80
END BRIDGE
-L-
-L-
1
2
4
3
F
F
F
F
F
F
F
F
F
F
AR
GV
GV
BORE PIT
BORE PIT
BORE PIT
BORE PIT
AR
GV
GV
LEGEND
W1
WETLAND & STREAM IMPACTS
-L-
SHEET 3 OF 9
PERMIT DRAWING
W2
MECHANIZE CLEARING IN WETLANDS = 0.001 Ac / 39 SF
E E
**
*
*
**
*
**
*
*
HC HC
EXCAVATION IN WETLANDS
HAND CLEARING IN WETLANDS
HAND CLEARING IN WETLANDS
SCALE 1" = 40'
HAND CLEARING IN WETLANDS
IN WETLANDS
MECHANIZED CLEARING
HAND CLEARING IN WETLANDS = 0.009 Ac / 410 SF
MECHANIZE CLEARING IN WETLANDS = 0.002 Ac / 81 SF
EXCAVATION IN WETLANDS = <0.001 Ac / 1 SF
MECHANIZED CLEARING IN WETLANDS
HAND CLEARING IN WETLANDS
IN WETLANDS
DENOTES EXCAVATION
CLEARING IN WETLANDS
DENOTES MECHANIZED
CLEARING IN WETLANDS
DENOTES HAND NAD
8
3 NA
2
0
1
1NC GRI
DRETAIN
RETA
IN
RETAIN
LIMIT (TYP.)
EXCAVATION
BRIDGE
REMOVE EXIST.
C
C
C
ELEV. 156.0'
TO SHOULDER
CLASS "II" RIPRAP
C
EST. 5 SYGF
EST. 2 TONS
CLASS 'I' RIP-RAP
-L- STA. 14+66.44
FLUME
CONCRETE
MODIFIED
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
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1020
= 25
= 155.2
= 3240
= 100
= 158.2
= >3240 (+)
= >100 (+)
= 161.51
= 06-06-19
= 151.09
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
PROJ. REFERENCE NO.SHEET NO.5 10
WETLAND CROSS SECTIONS
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
150
160 160
150
160
145
155
WLB
WLB
ON SR 2159 (BAY VALLEY RD)
BRANCH OF BUFFALO CREEK
REPLACE BRIDGE NO.215
PROJECT: BP4.R002
JOHNSTON COUNTY
BP4.R002
-L- STA. 14+00
-L- STA. 15+00
-L- STA. 15+503/29/2021SHEET 4 OF 9
PERMIT DRAWING
162.26
WLBWLBWLBWLB
EXIST. R/W
EXIST. R/W
VAR.
3:1 0.0410.040
162.54
WLB
WLB
EXIST. R/W
EXIST. R/W
3:13:1 0.0400.040 163.03162.54
EXIST. R/W
EXIST. R/W
EXCAVATE TO ELEV = 154.00
0.0400.040
18" RCP
24
" RCP
24" RCP
RAP
RIP
RAP
RIP
RAP
RIP
SR 2159 BAY VALLEY RD - 21' BST
SR
2159
BAY
VALLEY
RD
- 21' BST
72" CHL 3SBWGR
TO BEULAHTOWN RD
TO
TEDDER
RD
GUY
GUY
GUY
GUY
GUY
GUY
EIP
EIP
EIP
EIP
AXLE
RIPRAP
BST DRIVEP
B
7
2
P
G
10
9 (CE
NT
E
RE
D ON
P
L)
2
0' J
OI
NT DRI
VE
WAY
E
AS
E
ME
NT
OVERGROWTH
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
CONC DRIVECONC S/W
BRANCH OF BUFFALO CREEK
BRANCH OF BUFFALO CREEK
EIP WIFE, POCONNA S CUDDINGTON
MATTHEW L CUDDINGTON AND
WIFE, LOUISE H CUDDINGTON
RICHARD E CUDDINGTON AND
GAIL A. RENFROW
LORIE M ALVIS
WIFE, LAUREN TOMFORD
DARREN TOMFORD AND
BETTY BROUGHTON
JAMES C PEARCE
WIFE, SHERRY E MUNDEN
JOSEPH M MUNDEN AND
COUNTY OF JOHNSTON
BRIDGE 215
TREE
L
INE
T LP
EIP
TPOST
VAULT
STATIONPUMP
EIP
EXISTING R/W
EXISTING R/W
EXISTING
R/W
EXISTING
R
/WTHH
Public Utility, 12 ", DIP
Johnston County
BRANCH OF BUFFALO CREEK
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/29/2021...\BP4.R002_HYD_PRM_buf_PSH4.dgnHNTB-L-
120'
130'
150'
160'
170'
120'
130'
150'
160'
170'
11+0010+00 12+00 13+00 14+00 15+00 16+00 17+00
4
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT
-L- POC STA. 13+00.00
-L- POC STA. 20+50.00
18+00 19+00 20+00 21+00
140'
180'
190'
-L- STA. 15+43.20
BEGIN BRIDGE
-L- STA. 16+50.80
END BRIDGE
-L- STA. 15+32.50
BEGIN APPROACH SLAB
-L- STA. 16+61.50
END APPROACH SLAB
140'
180'
190'
22+00
BUFFALO CREEK
BRANCH OF
BP4.R002
END PROJECT BP4.R002
BEGIN PROJECT BP4.R002
MATERIAL TO BE REMOVED
PI Sta 11+52.99
D
L = 305.32'
T = 152.99'
R = 1,913.35'
PI Sta 16+48.30
D
L = 679.21'
T = 342.97'
R = 1,980.00'
-L- POT Sta. 21+82.06
-L- PCC Sta. 13+05.32
-L- PT Sta. 19+84.53
-L- PC Sta. 10+00.00
-L-
SE=0.04 SE=0.04
RO = 98'RO = 98'
V= 45 MPH V= 45 MPH
-L-
-L-15 -L-10 -L-20 -L-PI = 18+50.00
EL = 166.21'
VC = 289'
K = 79
ELEV. = 162.14
-L- STA 13+00.00
BEGIN GRADE
ELEV. = 175.01
-L- STA 20+50.00
END GRADE
ELEV.= 157.62'
-L- STA BEFORE 10+00, 77.89 RT
BM#1 RR SPIKE IN BASE OF 14" PINE
V = 45 MPH
(+)0.2400%
(+)0.7400%
(+)4.4000%
(+)4.8200%
(+)0.7400%
ELEV.= 157.13
-L- STA 15+66.29, 61.37' LT
BM#2 RR SPIKE IN BASE OF 23" PINE
-L- STA 15+43.20
BEGIN BRIDGE
-L- STA 16+50.80
END BRIDGE
-L-
-L-
1
4
3
F
F
F
F
F
F
F
F
F
F
AR
GV
GV
BORE PIT
BORE PIT
BORE PIT
BORE PIT
AR
GV
GV
BUFFER IMPACTS
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
B1
B3
B4
B2
ZONE 2 BUFFER IMPACTS = 596 SF
ZONE 1 BUFFER IMPACTS = 1057 SF
ZONE 2 BUFFER IMPACTS = 872 SF
ZONE 1 BUFFER IMPACTS = 991 SF
ZONE 2 BUFFER IMPACTS = 309 SF
ZONE 1 BUFFER IMPACTS = 461 SF
ZONE 2 BUFFER IMPACTS = 331 SF
ZONE 1 BUFFER IMPACTS = 696 SF
SHEET 5 OF 9
PERMIT DRAWING
LEGEND
BY CONTRACTOR
SIZE DETERMINED
BORE PIT
BY CONTRACTOR
SIZE DETERMINED
BORE PIT
BY CONTRACTOR
SIZE DETERMINED
BORE PIT
BY CONTRACTOR
SIZE DETERMINED
BORE PIT
PROPOSED 4 IN. FORCE MAIN
PROPOSED 12 IN. WATER LINE NAD
8
3 NA
2
0
1
1NC GRI
DRETAIN
RETA
IN
RETAIN
LIMIT (TYP.)
EXCAVATION
BRIDGE
REMOVE EXIST.
C
C
C
ELEV. 156.0'
TO SHOULDER
CLASS "II" RIPRAP
C
EST. 5 SYGF
EST. 2 TONS
CLASS 'I' RIP-RAP
-L- STA. 14+66.44
FLUME
CONCRETE
MODIFIED
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
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1020
= 25
= 155.2
= 3240
= 100
= 158.2
= >3240 (+)
= >100 (+)
= 161.51
= 06-06-19
= 151.09
TRANSPORTATION FACILITY LINE
TRANSPORTATION FACILITY LINE
TRANSPORTATION FACILITY LINE
TRANSPORTATION FACILITY LINE
145145146146147147147147148148148148149149149149149149149149149150150150150 150150
1501501501501501
5
0150 150150150150150151151
151151151151
151 151151151
151
1511521
5
2
1
521
5
2
152152152
152152 152152 152152152152
152152
152152
152 152153153153153 153153153
153153153
153
153
153153153153 153153
153153 153153153 15315315315315315
4
154154154 15415415415415
4154154
154154
154
154154154154154
15415
4
154154154154155155 155155
155155155 155155155
155155155
155
155155155155155155155155155155155
155
155
155
155
155
155
155155155
155155155
15515515515515515
5155155155155155
155155
156156156 1
5
6
156
156
156156156156156156
156156
156 156156156156
1
5
6
156
156156156157
157157157157
157157157157157157157157157
157 157158158158 158158158 158158158
158158158
158 158159159159159
159159159159
159
159159
1591
6
0160160160
160160 160160160160 1601
6
0
160
160
160
160 160 160160160160160161161 161161
161
161
161161161 162162 162162162
162162
162162 163163163163163 164164
164
165165165
165
16516
6166
16616716
7
1671681681691691691701701701701701711711711
7
1
17
2
172172173173173174174174175175 175175175175175175
17617
6176176
177 177177177
177178178178178178178179 179179179
179
180
18018018018
0
1
8
0
180180180
180181181181181181181181181
181182182 1821821
8
2 1821
8
2182182183183183
183
18318318318318418418418
4184 1841841
8
5185185185185
185
185185185185185185
185185186
186186186186186186187187187187
187188188
188
188188189189189190
19018" RCP
24
" RCP
24" RCP
RAP
RIP
RAP
RIP
RAP
RIP
SR 2159 BAY VALLEY RD - 21' BST
SR
2159
BAY
VALLEY
RD
- 21' BST
72" CHL 3SBWGR
TO BEULAHTOWN RD
TO
TEDDER
RD
GUY
GUY
GUY
GUY
GUY
GUY
EIP
EIP
EIP
EIP
AXLE
RIPRAP
BST DRIVEP
B
7
2
P
G
10
9 (CE
NT
E
RE
D ON
P
L)
2
0' J
OI
NT DRI
VE
WAY
E
AS
E
ME
NT
OVERGROWTH
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
CONC DRIVECONC S/W
BRANCH OF BUFFALO CREEK
BRANCH OF BUFFALO CREEK
EIP WIFE, POCONNA S CUDDINGTON
MATTHEW L CUDDINGTON AND
WIFE, LOUISE H CUDDINGTON
RICHARD E CUDDINGTON AND
GAIL A. RENFROW
LORIE M ALVIS
WIFE, LAUREN TOMFORD
DARREN TOMFORD AND
BETTY BROUGHTON
JAMES C PEARCE
WIFE, SHERRY E MUNDEN
JOSEPH M MUNDEN AND
COUNTY OF JOHNSTON
BRIDGE 215
TREE
L
INE
T LP
EIP
TPOST
VAULT
STATIONPUMP
EIP
EXISTING R/W
EXISTING R/W
EXISTING
R/W
EXISTING
R
/WTHH
Public Utility, 12 ", DIP
Johnston County
BRANCH OF BUFFALO CREEK
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/29/2021...\BP4.R002_HYD_PRM_buf_PSH4.dgnHNTB-L-
120'
130'
150'
160'
170'
120'
130'
150'
160'
170'
11+0010+00 12+00 13+00 14+00 15+00 16+00 17+00
4
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT
-L- POC STA. 13+00.00
-L- POC STA. 20+50.00
18+00 19+00 20+00 21+00
140'
180'
190'
-L- STA. 15+43.20
BEGIN BRIDGE
-L- STA. 16+50.80
END BRIDGE
-L- STA. 15+32.50
BEGIN APPROACH SLAB
-L- STA. 16+61.50
END APPROACH SLAB
140'
180'
190'
22+00
BUFFALO CREEK
BRANCH OF
BP4.R002
END PROJECT BP4.R002
BEGIN PROJECT BP4.R002
MATERIAL TO BE REMOVED
PI Sta 11+52.99
D
L = 305.32'
T = 152.99'
R = 1,913.35'
PI Sta 16+48.30
D
L = 679.21'
T = 342.97'
R = 1,980.00'
-L- POT Sta. 21+82.06
-L- PCC Sta. 13+05.32
-L- PT Sta. 19+84.53
-L- PC Sta. 10+00.00
-L-
SE=0.04 SE=0.04
RO = 98'RO = 98'
V= 45 MPH V= 45 MPH
-L-
-L-15 -L-10 -L-20 -L-PI = 18+50.00
EL = 166.21'
VC = 289'
K = 79
ELEV. = 162.14
-L- STA 13+00.00
BEGIN GRADE
ELEV. = 175.01
-L- STA 20+50.00
END GRADE
ELEV.= 157.62'
-L- STA BEFORE 10+00, 77.89 RT
BM#1 RR SPIKE IN BASE OF 14" PINE
V = 45 MPH
(+)0.2400%
(+)0.7400%
(+)4.4000%
(+)4.8200%
(+)0.7400%
ELEV.= 157.13
-L- STA 15+66.29, 61.37' LT
BM#2 RR SPIKE IN BASE OF 23" PINE
-L- STA 15+43.20
BEGIN BRIDGE
-L- STA 16+50.80
END BRIDGE
-L-
-L-
1
4
3
F
F
F
F
F
F
F
F
F
F
AR
GV
GV
BORE PIT
BORE PIT
BORE PIT
BORE PIT
AR
GV
GV
BUFFER IMPACTS
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
B1
B3
B4
B2
ZONE 2 BUFFER IMPACTS = 596 SF
ZONE 1 BUFFER IMPACTS = 1057 SF
ZONE 2 BUFFER IMPACTS = 872 SF
ZONE 1 BUFFER IMPACTS = 991 SF
ZONE 2 BUFFER IMPACTS = 309 SF
ZONE 1 BUFFER IMPACTS = 461 SF
ZONE 2 BUFFER IMPACTS = 331 SF
ZONE 1 BUFFER IMPACTS = 696 SF
SHEET 6 OF 9
PERMIT DRAWING
LEGEND
BY CONTRACTOR
SIZE DETERMINED
BORE PIT
BY CONTRACTOR
SIZE DETERMINED
BORE PIT
BY CONTRACTOR
SIZE DETERMINED
BORE PIT
BY CONTRACTOR
SIZE DETERMINED
BORE PIT
PROPOSED 4 IN. FORCE MAIN
PROPOSED 12 IN. WATER LINE NAD
8
3 NA
2
0
1
1NC GRI
DRETAIN
RETA
IN
RETAIN
LIMIT (TYP.)
EXCAVATION
BRIDGE
REMOVE EXIST.
C
C
C
ELEV. 156.0'
TO SHOULDER
CLASS "II" RIPRAP
C
EST. 5 SYGF
EST. 2 TONS
CLASS 'I' RIP-RAP
-L- STA. 14+66.44
FLUME
CONCRETE
MODIFIED
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
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1020
= 25
= 155.2
= 3240
= 100
= 158.2
= >3240 (+)
= >100 (+)
= 161.51
= 06-06-19
= 151.09
TRANSPORTATION FACILITY LINE
TRANSPORTATION FACILITY LINE
TRANSPORTATION FACILITY LINE
TRANSPORTATION FACILITY LINE
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)W139" Box Beam Bridge0.0000.0030.01TOTALS*:0.000 0.003 0.0090 0 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET7OF 9WETLAND AND SURFACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSJohnstonBP4.R002NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS3/23/2021
Site Station StructureNo. (From/To) Size / TypeB1 L Sta. 15+32 to Sta. 16+17 LT1057 596 1653B2 L Sta. 16+48 to Sta. 17+50 LT991 872 1863B3 L Sta. 14+66 to Sta. 15+40 RT461 309 770B4 L Sta. 16+02 to Sta. 16+73 RT696 331 10273205 2108 5313 0 0 0 0 0NOTES:Revised 2018 Feb SHEET 8 OF 9ALLOWABLE MITIGABLE3/23/2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)Johnston CountyBP4.R002BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPE
ZONE 1 (ft2)ZONE 2 (ft2)B1 L Sta. 15+45 to Sta. 16+04 LT 143 105143 105Revised 2018 Feb SHEET 9 OF 9WETLANDS IN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS3/23/2021Johnston CountyBP4.R002WETLANDS IN BUFFERSSITE NO. STATION (FROM/TO)TOTAL:Rev. Jan 2009