20201521 Ver 1_B-5619_Buffer Drawings_20210305

SITE 3
RIGHT OF WAY DATE:
LETTING DATE:
PROJECT ENGINEER
NCDOT CONTACT
PROJECT DESIGN ENGINEER
=
=
=D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT

FUNC CLASS =
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)
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
CONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA S PORTTIONTATEOFNRTCAR
O
LI
NAENGINEER
HYDRAULICS
Prepared for NCDOT in the Office of:
K
50 25 50 100
50 25 50 100
10 5 10 20
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
VICINITY MAP
See Sheet 1B For Conventional Plan Sheet Symbols
See Sheet 1A For Index of Sheets
02-MAR-2021 14:01R:\Hydraulics\PERMITS_Environmental\Drawings\B5619_Hyd_prm_buf_tsh.dgn1784rjdLENOIR COUNTY
B-5619RICK DECOLA, PE
SR 1389 (HARDY BRIDGE ROAD)
BRIDGE NO. 152 OVER NEUSE RIVER OVERFLOW ON
BRIDGE NO. 52 OVER NEUSE RIVER AND
GRADING, DRAINAGE, PAVING, AND STRUCTURE
B-5619
TOTAL LENGTH TIP PROJECT B-5619
LENGTH STRUCTURE TIP PROJECT B-5619
LENGTH ROADWAY TIP PROJECT B-5619
SUB-REGIONAL TIER
MINOR COLLECTOR
NC License No. F-1235
919-714-8670 | meadhunt.com
Raleigh, North Carolina 27601
111 E. Hargett Street, Suite 300
60
N/A45574.1.1 PE
TO NC 55
-L- STA. 22+00.19
BEGIN BRIDGE
-L- STA. 24+12.81
END BRIDGE
% *6 NEUSE RI
VEROVERFLOW
NEUSE RIVER
10
70
OFF-SITE DETOUR
ROW PLANS
-L- STA. 20+50.00
BEGIN TIP PROJECT B-5619
-L- STA. 35+50.00
END TIP PROJECT B-5619
-L- STA. 33+10.79
END BRIDGE
-L- STA. 28+49.21
BEGIN BRIDGE
-L- SR 1389
ROAD
HARDY BRIDGE
-DR2-
-DR1-
TO US 70
* TTST =2%DUAL =4%
2020
2040
1850
3000
2018 STANDARD SPECIFICATIONS
SURAJ SANGHANI, EI
70
70
55 55
55
LOCATION
PROJECTWAYNE COUNTYLENOIR COUNTY903
903
903
0.284 MILES
0.128 MILES
0.156 MILES
RIVER
NEUSE
DAVID STUTTS, PE
MAY 18, 2021
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
45574.2.1 BRZ-1389(003)R/W & UTILITY
-L- STA. 18+19.00
BEGIN CONSTRUCTION
-L- STA. 37+95.00
END CONSTRUCTION
C204475SEPTEMBER 15, 2020
BUFFER IMPACTS PERMIT
SHEET 1 OF 4
BUFFER DRAWING-L- STA. 35+50.00
END TIP PROJECT B-5619
-L- STA. 20+50.00BEGIN TIP PROJECT B-5619
-L- POT Sta. 38+00.00
-L- PT Sta. 17+00.00-L- STA. 22+00.19
BEGIN BRIDGE
-L- STA. 24+12.81
END BRIDGE-L- STA. 28+49.21
BEGIN BRIDGE-L- STA. 33+10.79
END BRIDGE
-DR1- POT Sta. 10+00.00
-DR2- PRC Sta. 10+58.71
-DR2- PT Sta. 10+95.25 -DR1- PC Sta. 10+99.80
-DR2- PC Sta. 10+31.00-DR1- PT Sta. 11+55.70
-DR1- PRC Sta. 11+33.05
-DR2- POT Sta. 12+99.95-DR2- POT Sta. 10+00.00
-DR1- POT Sta. 11+86.70 =-L- Sta. 27+50.00 =
-DR2- STA. 10+95.00
END CONSTRUCTION-DR1- STA. 11+00.00
BEGIN CONSTRUCTION
-L- STA. 21+89.31
BEGIN APPROACH SLAB -L- STA. 24+23.69
END APPROACH SLAB-L- STA. 28+35.04
BEGIN APPROACH SLAB
-L- STA. 33+24.96
END APPROACH SLAB
POT Sta. 10+00.00 PC Sta. 10+18.22
-L- STA. 19+75.00BEGIN CONSTRUCTION -L- STA. 37+95.00
END CONSTRUCTION
-L- STA. 21+74.31BEGIN SBG LT & RT
-L- STA. 28+20.04
BEGIN SBG LT & RT
-L- STA. 33+39.96END SBG LT & RT
EXISTINGTAPER TOREMOVE EXISTING GUARDRAIL
REMOVE EXISTING GUARDRAILS.CaswellSt.4 5
NA 2011
NAD 83/
Submitted 3/5/2021
SITE 3
WORK BRIDGE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
02-MAR-2021 14:01R:\Hydraulics\PERMITS_Environmental\Drawings\B5619_Hyd_prm_buf_psh_5.dgn1784rjdBRIDGE APPROACH SLABMATCHLINE -L- STA. 26+50 SEE SHEET 4FOR STRUCTURE PLANS, SEE SHEET S-? THRU S-?
B-5619 5
NOTE: ALL DRIVEWAY RADII ARE 10'
NC License No. F-1235
919-714-8670 | meadhunt.com
Raleigh, North Carolina 27601
111 E. Hargett Street, Suite 300
NAD 83/ NA 2011
FOR -L-, -DR1- & -DR2- PROFILES, SEE SHEET 6
BUFFER IMPACTS PERMIT
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SHEET 2 OF 4
BUFFER DRAWING
WOODS
WOODS 11' SOIL9' SOIL18' BST
BL-3
5
N 31°45'38" ENEUSE RI
VER60.00'EXISTING R/W
EXISTING R/W
GARY EUGENE JONES
DB 1668 PG 340
CHESTER B. HOOTEN
DB 800 PG 670
DB 1768 PG 863
DB 872 PG 860
BL-4
MTL
MTL
MTL
MTL
P
ROP
ERTY LI
NE ALONG NEUS
E RI
VERP
ROP
ERTY LI
NE ALONG NEUS
E RI
VERPROPERTY LI
NE ALONG NEUSE RI
VERPROPERTY LI
NE ALONG NEUSE RI
VER67SR 1389 (HARDY BRIDGE RD.)
MB 13 PG 9
MB 13 PG 9
DB 1777 PG 198
DIANE H. LYNCH
JIMMY P LYNCH &
WB 17-E 268
REGINA HARDY ZANE
DB 1777 PG 198
DIANE H. LYNCH
JIMMY P LYNCH &
WB 17-E 268
REGINA HARDY ZANE
WOODS
-L- STA. 35+50.00
END TIP PROJECT B-5619
-L- POT Sta. 38+00.00
-L-
GREU TL-3
GREU TL-3
-L- STA. 28+49.21
BEGIN BRIDGE
-L- STA. 33+10.79
END BRIDGE
-DR1- POT Sta. 10+00.00
-DR2- PRC Sta. 10+58.71
-DR2- PT Sta. 10+95.25
-DR1- PC Sta. 10+99.80
-DR2- PC Sta. 10+31.00
-DR1- PT Sta. 11+55.70
-DR1- PRC Sta. 11+33.05
-DR2- POT Sta. 12+99.95
-DR2- POT Sta. 10+00.00
-DR1- POT Sta. 11+86.70 =
-L- Sta. 27+50.00 =
-DR2- STA. 10+95.00
END CONSTRUCTION
-DR1- STA. 11+00.00
BEGIN CONSTRUCTION
GREU TL-3
GREU TL-3
-L- STA. 28+35.04
BEGIN APPROACH SLAB
-L- STA. 33+24.96
END APPROACH SLAB30 35-L- STA. 37+95.00
END CONSTRUCTION
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
-DR2--DR1-
PSH
PSH
PSH SEE DETAIL P1
PSH SEE DETAIL P1
15" RCP-IV
15" RCP-IV
ELB
ELB
ELB
ELB
15" W/ELBOWS
15" W/ELBOWS
TB 2GI
TB 2GI
TB 2GI
STRUCTURE PAY ITEM
CLASS II RIP RAP
STRUCTURE PAY ITEM
CLASS II RIP RAP
AA
W
PLAN VIEW
SECTION A-A
(4'min typ.)
PREFORMED SCOUR HOLE
*NOT TO SCALE
BFILL SLOPEPSRM
2:12:1PIPE (d = 15" OR 18")
INFLOW
3/08
D
DETAIL P1
FILTER FABRIC
RIPRAP WITH
LINER: CLASS B
NATURAL GROUND
AND FLUSH WITH
INSTALL LEVEL
basin not shown)
(Rip Rap in
Scour Hole (PSH)
Square Preformed
Outlet
Pipe or Ditch matting (PSRM)
Permanent Soil Reinforcement
grasses at installation.
Seed with native
MIN. 1' TUCK
-L- STA 33+35 (RT)
-L- STA 28+38 (RT)
GROUND
NATURAL
W= 4'
D= 2'
B= 4'
2GI
TB
1
3
3
4
5
1
PI Sta 10+47.60
D
L = 27.71'
T = 16.60'
R = 20.00'
PI Sta 10+84.62
D
L = 36.54'
T = 25.91'
R = 20.00'
-DR1- CURVE DATA -DR2- CURVE DATA
PI Sta 11+19.40
= 76 12' 18.8" (RT)D
D = 229 10' 59.2"
L = 33.25'
T = 19.60'
R = 25.00'
PI Sta 11+45.76
= 64 53' 11.7" (LT)D
D = 286 28' 44.0"
L = 22.65'
T = 12.71'
R = 20.00'
F
F
F
F
C
F
F
F
F
F
Submitted 3/5/2021
WORK BRIDGE WORK BRIDGE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

SHEET NO.PROJECT REFERENCE NO.02-MAR-2021 14:05R:\Hydraulics\PERMITS_Environmental\Drawings\B5619_Hyd_prm_buf_psh_5_inset.dgn1784rjd8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALE
0'75'25'50'25'
B-5619 5 - INSET
R/W SHEET NO.
NAD 83/ NA 2011
NC License No. F-1235
919-714-8670 | meadhunt.com
Raleigh, North Carolina 27601
111 E. Hargett Street, Suite 300
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SITE 3 - BUFFER IMPACTS30NEUSE RI
VERWOODS
WOODS 11' SOIL9' SOILBL-3
5
N 31°45'38" EP
ROP
ERTY LI
NE ALONG NEUS
E RI
VERPROPERTY LI
NE ALONG NEUSE RI
VERPROPERTY LI
NE ALONG NEUSE RI
VERDB 1777 PG 198
DIANE H. LYNCH
JIMMY P LYNCH &
GREU TL-3
GREU TL-3
501
502
503 506PSH
PSH SEE DETAIL P1
PSH SEE DETAIL P1
15" RCP-IV
ELB
ELB
15" W/ELBOWS
15" W/ELBOWS
TB 2GI
TB 2GI
STRUCTURE PAY ITEM
CLASS II RIP RAP
STRUCTURE PAY ITEM
CLASS II RIP RAP
C
SHEET 3 OF 4
BUFFER DRAWING
Submitted 3/5/2021
ROAD CROSSING BRIDGEPARALLEL IMPACTZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)3 5 @ 92' - 36" PCG -L- 28+45 to 32+43 LT X 3765 2419 61843 5 @ 92' - 36" PCG -L- 28+64 to 32+43 RT X 2138 1532 3670TOTAL:5903 3951 9854Note: SHEET 4 OF 4N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS LENOIR COUNTYB-561945574.1.1 2/15/2021IMPACTBUFFER IMPACTS SUMMARYTYPESITE NO.STRUCTURE SIZE / TYPE STATION (FROM/TO)ALLOWABLEMITIGABLEBUFFER REPLACEMENTRev. May 2006Submitted 3/5/2021