HomeMy WebLinkAbout20210951 Ver 1_Buffer Impact Permits_158_20210513SHEET 1 OF 4
BUFFER DRAWING
BUFFER IMPACTS PERMIT
T
V
=
=
=
=MPH
ADT
ADT
% *
FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
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.
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
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
02-FEB-2021 15:08970158_Hyd_Buffer_tsh.dgnfaith.jahnkeCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAVICINITY MAP
Prepared in the Office of:
FIRM NO. P-0339
NCDOT CONTACT:
LENGTH STRUCTURES PROJECT = 0.009 MILES
LENGTH ROADWAY PROJECT = 0.071 MILES
TOTAL LENGTH PROJECT = 0.080 MILES
50 25 50 100
100502550
10 5 10 20
WILSON COUNTY
BRIDGE NO. 970158 ON SR 1632 (PELT RD.)
OVER TURNER SWAMP
2012
60
SUB REGIONAL TIER
FAITH E. JAHNKE, PE
JEFFREY MUHLBAUER, PE
2021
* TTST =3%DUAL 3%
DECEMBER 18, 2020
JULY 13, 2021
200 vpd
400 vpd
111
222
Church
St. James
WAYNE COUNTY
See Sheet 1C-1 For Survey Control Sheet
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
(CARTER RD.)
TO SR 1505
END PROJECT
-L- STA. 15+52.66
-L- STA. 15+05.34
BEGIN PROJECT
-L- STA. 13+00.00
-L- STA. 17+25.00
END BRIDGE
BEGIN BRIDGE
6
4
ROW PLANS
DETOUR ROUTE
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
SR 1632-L-
PELT RD
GRADING, DRAINAGE, PAVING, AND STRUCTURE.
NA PE
RUSSELL BROADWELL, PE
PROJECT MANAGER, DIVISION 4
LOCAL RURAL
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
SITE
PROJECT TurnerWILSON COUNTY
111
222
111
222
www.summitde.net
Fax: (919) 732-6776
Voice: (919) 732-3883
Hillsborough, NC 27278-8551
320 Executive Ct.
-L- STA. 14+94.50
BEGIN APPROACH SLAB
-L- STA. 15+63.50
END APPROACH SLAB
BP4.R003
BP4.R003BP4.R003.1
BP4.R003.2 NA
BP4.R003.3 NA
ROW & UTILITIES
CONST
TO
N
C 222/111TURNER SWAMP
-L-
Culvert
Tentea
School
Stantonsburg
Stantonburg
Pop. 730
Contentnea
Creek
Black
Creek
Contentnea
Creek
Swamp
IvySwampTu rn e r SwampSwampNAD 83/ 2011St.James1631
Chur
chRd.Pelt
1632
1632
Rd.PeltRd
.
Jaycross
1629
1632
1
6
2
8
1694
Rd.Woodbridge
Rd.Rd.Bogue1512
1512
1514
1513Rd.Hill
Red1513
1505
1519
Mill Rd.Davis
RedHillRd.1516
Old
Mill
Rd.
Ground
Natural
Geotextile
DATE: 07/10/2019
WSEL = 63.6 FT
CL II RIP RAP
TO ELEV. 66.6'
CL II RIP RAP
TO ELEV. 66.6'
CL II RIP RAP
TO ELEV. 66.6'
CL II RIP RAP
TO ELEV. 66.6'
SHEET 2 OF 4
BUFFER DRAWING
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SITE 1
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11 12 13 14 15 16 17 18 19 20
30
40
50
60
80
70
30
40
50
60
80
70
90
100
110 110
100
90
EL 65.57'
-L- STA 16+01.76, 60.14' RT
-BL- STA 11+00.28, 59.25' RT
BM #2: R/R SPIKE IN 9" MAPLE
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4
R/W SHEET NO.8/17/9902-FEB-2021 15:08970158_Hyd_Buffer_2.dgnfaith.jahnkeBRIDGE NO. 970158
EL 83.30
-BL- STA 5+00.00, 19.01' LT
BM #1: R/R SPIKE IN 10" OAK
-L- SR 1632 (PELT RD.)
Office of:
Prepared in the
NC FIRM LICENSE No: P-0339
(919) 732-3883 - (919) 732-6676 (FAX)
Hillsborough, NC 27278
320 Executive Ct.
BP4.R003
-L- STA. 14+94.50
-L- STA. 15+05.34
BEGIN BRIDGE
-L- STA. 15+52.66
END BRIDGE
-L- STA. 15+63.50
END APP SLABBEGIN APP SLAB
BRIDGE SKETCH (NOT TO SCALE)30'-10"10'10'EL = 70.35'
-L- STA 13+00.00
BEGIN GRADE
(-)1.6245%
EXISTING GRADE
EL = 67.73'
-L- STA 17+25.00
BEGIN GRADE
(-)0.4924%
EXISTING GRADE
PI = 13+50.00
EL = 69.78'
(-)1.1400%(-)0.3360%
VC = 100'
K = 124
PI = 16+00.00
EL = 68.94'
(-)0.3360%(-)0.9680%
VC = 100'
K = 158DS = 55 MPH
DS = 60 MPH
EL. = 69.25'
-L- STA. 15+05.34
BEGIN BRIDGE
EL. = 69.10'
-L- STA. 15+52.66
END BRIDGE
PI Sta 15+81.11
D
L = 180.44'
T = 90.24'
R = 3,390.00'
PI Sta 18+02.38
D
L = 261.30'
T = 131.07'
R = 1,338.20'
PI Sta 20+02.72
D
L = 140.21'
T = 70.11'
R = 3,691.03'101520-L- PCC Sta. 16+71.31
-L- PCC Sta. 19+32.61
-L- PC Sta. 14+90.87
-L- PT Sta. 20+72.82
-L- POT Sta. 10+00.00
BEGIN PROJECT
END PROJECT
-L- STA 17+25.00
-L- STA 13+00.00
-L-
SE = 04 SE = 06
DS = 60 MPH DS = 60 MPH
-L-
1
1
1
F
F
F
F
F F
F
F
F
F
F
F
F
F F
F
24" CMP
18" RCP BEAVER DAMNFLOODED TIMBER
TURNER SWAMP
TURNER SWAMP
OVERGROWTH/WOODED
WOODED
WOODED
BRUSH
SOIL PATH
=66.59'
SEAT
SEAT=66.59'
SEAT=66.55'SEAT=66.61'
GUY
GUY
PER GIS
PER GI
S60.00'E
X
IS
T
IN
G
R
/W
E
X
IS
T
IN
G
R
/W60.00'EXISTING R/W
EXISTING R/W
BL-101 BL-102
970158-1RR SPIKE IN BASE OF 10" OAK
BL STATION 5+00.00
N 674655 E 2334883
ELEVATION = 83.30
BM1
RR SPIKE IN BASE OF 9" MAPLE
BL STATION 11+00.00 59 RIGHT
N 674920 E 2335487
ELEVATION = 65.57
BM2
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
DB 249 PG 217
T
O
N
C 222TO SR 1505
CULTIVATED FIELD
CULTIVATED FIELD
BRIDGE 158
WOOD WW/HW
WOOD WW/HW NC GRI
DNAD
8
3 NA
2
0
11
GRASS
FLOODED TIMBER
FLOODED OVERGROWTH
OVERGROWTH/BRUSH
FLOODED
WOODED
WOODED
OVERGROWTH/BRUSH
Wilson County , 6 ", PVC
W
i
l
son
C
ount
y
, 6 ",
P
V
C
SR 1632 - PELT RD 19' BST
SR
1632
- PELT
RD
19
' BST
BM2
MCF
Fill Slope3:1 or Flatter
84 SY Geotextile
Type of Liner=76 TONS Class B Rip-Rap
b
( Not to Scale)
TOE PROTECTION
d
DETAIL 4-1
b= 2.5 Ft.
d= 2.0 Ft.
FROM STA. 15+59 TO STA. 16+50 -L- LT
1
1
1
24" CMP
18" RCP BEAVER DAMNFLOODED TIMBER
TURNER SWAMP
TURNER SWAMP
OVERGROWTH/WOODED
WOODED
WOODED
BRUSH
SOIL PATH
=66.59'
SEAT
SEAT=66.59'
SEAT=66.55'SEAT=66.61'
GUY
GUY
PER GIS
PER GI
S60.00'E
X
IS
T
IN
G
R
/W
E
X
IS
T
IN
G
R
/W60.00'EXISTING R/W
EXISTING R/W
BL-101 BL-102
970158-1RR SPIKE IN BASE OF 10" OAK
BL STATION 5+00.00
N 674655 E 2334883
ELEVATION = 83.30
BM1
RR SPIKE IN BASE OF 9" MAPLE
BL STATION 11+00.00 59 RIGHT
N 674920 E 2335487
ELEVATION = 65.57
BM2
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
DB 249 PG 217
T
O
N
C 222TO SR 1505
CULTIVATED FIELD
CULTIVATED FIELD
BRIDGE 158
WOOD WW/HW
WOOD WW/HW NC GRI
DNAD
8
3 NA
2
0
11
GRASS
FLOODED TIMBER
FLOODED OVERGROWTH
OVERGROWTH/BRUSH
FLOODED
WOODED
WOODED
OVERGROWTH/BRUSH
Wilson County , 6 ", PVC
W
i
l
son
C
ount
y
, 6 ",
P
V
C
SR 1632 - PELT RD 19' BST
SR
1632
- PELT
RD
19
' BST
BM2
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
=
=
=
=
=
=
=
=
=
=
FT=
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY
540
25
65.7
830
100
66.5
1200
500
67.3
63.6
07/10/2019
CONCRETE FLUME DETAIL
SEE SHEET 2C-1 FOR MODIFIED
Site Station StructureNo. (From/To) Size / Type1 14+37 to 14+91 -L- LT RIGHT-OF-WAYX 282 244 5261 14+61 to 15+16 -L- RT TCEX 472 204 6761 15+35 to 15+98 -L- LT RIGHT-OF-WAYX 812 488 13001 15+62 to 16+32 -L- RT TCEX 238 298 5361804 1234 303800000NOTES:Revised 2018 Feb SHEET 3 OF 4BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGCULVERTPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEWILSON COUNTYBP4.R003BRIDGE REPLACEMENT ON SR 1632 OVER TURNER SWAMPALLOWABLE MITIGABLE2/12/2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)
ZONE 1 (ft2)ZONE 2 (ft2)114+37 to 14+91 -L- LT282 244114+61 to 15+16 -L- RT472 204115+35 to 15+98 -L- LT812 488115+62 to 16+32 -L- RT238 2981804 1234NOTES:Revised 2018 Feb SHEET 4 OF 4BP4.R003WILSON COUNTYBRIDGE REPLACEMENTWETLANDS IN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS2/12/2021WETLANDS IN BUFFERSSITE NO. STATION (FROM/TO)TOTAL:Rev. Jan 2009