HomeMy WebLinkAbout20201510 Ver 1_B-5624_Permit Drawings_20210311_20210603(Version 2.08; Released April 2018)
45579.1.1 TIP No.:B-5624 County(ies):Brunswick Page 1 of 1
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:2040 Existing:Year:
Aquatic T&E Species?Comments:
Yes No
No
Wetlands within Project Limits?
Swamp Waters (Sw)
None
Supplemental Classification:
Rural, Conservation, Agricultural
Driving Creek 15-7-1
0.8
0.266 mi
Project Description
Proposed Project
LumberRiver Basin(s):
City/Town:
1.1
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Yes
trpeterson@ncdot.gov
Raleigh, NC 27699
Address:
2/22/2020
BrunswickN/A
Tierre Peterson, PE
1581 Mail Service Center
WBS Element:
Bridge ReplacementWBS Element:
Sungate Design GroupNCDOT Contact:
919-707-6488
Raleigh, NC 27606
Contractor / Designer:
919-710-8459
905 Jones Franklin Rd
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
Structures Management Unit Address:
General Project Information
B-562445579.1.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
B-5624 is a bridge replacement project that involves removing existing Brunswick County bridge #57, on NC 211 over Driving Creek, and replacing with a 1@85', 45" prestressed
concrete girder bridge with 4.0' end bent caps. A detour and a temporary 75' long detour bridge will be constructed just downstream of the existing structure prior to its removal.
Approximatley 420ft of an existing jurisdictional stream will be relocated for the construction of the detour alignment. The relocated channel will be stabilized with coir fiber matting
on the banks and reforested with live stakes prior to completion of project. No deck drains will be used on the proposed or detour structure, reducing adverse stream impacts
associated with direct roadway runoff. Additional measures implemented to reduce impacts to stream and surrounding wetlands inlcude; maintaining existing drainage patterns,
utilizing 2:1 fill slopes in areas with guardrail, utilizing 3:1 fill slopes in areas without guardrail, discharing stormwater as far away from the stream and wetlands as practicable.
Further, rip rap is used at drainage outlets to dissipate energy and reduce erosion.
N/ABuffer Rules in Effect:
None
1,971
2 - 12ft lanes with 8ft shoulder (4ft Paved)
Waterbody Information
2021
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
ac.
2 - 12ft lanes with 5ft shoulder (2ft Paved)
3,000
belam@sungatedesign.com
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A
Deck 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)
Submitted 6/3/2021
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 4
SITE 1
SITE 2
SITE 5
SITE 3
SHEET 1 OF 14
PERMIT DRAWING
DATE: 03-11-2021
BRUNSWICK COUNTY
ON NC 211 (GREEN SWAMP ROAD NW)
GRADING, DRAINAGE, PAVING AND STRUCTURE
25 50 10050
25 50 10050
5 10 2010
D
T
V
=
=
=
=
=
1,971
3,000
9
55
15
60
%
%
MPH
ADT
ADT
2021
2040
% *
DUAL 6%
* TTST =9%
FUNC CLASS =
REGIONAL TIER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)
45579.1.1 PE
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
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99B-5624DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:TIP PROJECT:B-5624ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAVICINITY MAP
N.T.S
Prepared in the Office of:
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
NCDOT CONTACT
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
N/A
(NC 211)
-L-
=
MAJOR COLLECTOR
TO SR 1341
-LDET-
4 5
TO SR 1448
TOTAL LENGTH TIP PROJECT B-5624 =
LENGTH STRUCTURE TIP PROJECT B-5624 =
LENGTH ROADWAY TIP PROJECT B-5624 =
0.266 MILES
0.016 MILES
0.250 MILES
REPLACE BRIDGE NO. 57 OVER DRIVING CREEK
B-5624
END PROJECT
B-5624
BEGIN PROJECT
75% PLANS
DRIVING CREEK-L- POT STA. 17+03.50
BEGIN BRIDGE
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
-LDET- PC STA. 10+00.00
-L- POT STA. 10+44.20 =
BEGIN TIP PROJECT B-5624
-LDET- PT STA. 24+08.10
-L- POT STA. 24+47.19 =
END TIP PROJECT B-5624
ADAM M. CONRAD, P.E.
MONIQUE N. GYANT, E.I.
JULY 20, 2021
45579.2.1 N/A UTIL./ROW
.IIICLEARING AND GRUBBING ON THIS PROJECT SHALL BE TO THE LIMITS ESTABLISHED BY MODIFIED METHOD
DAVID STUTTS, P.E.
-L- POT STA. 17+88.50
END BRIDGE
DECEMBER 18, 2020
Egyp
tRd .Rd.
Rd.ExumMa
katok
a
1340
1342
1341
Creek
Creek
Mudd
y
Juniper Driving
River
Creek
211
Moon Island
Swamp
Swamp
Rattlesnake Flowers Corner
Cross
Swamp
Green Swamp
Islands
Bear Pen
Br.
Swamp
Islands
Bear Pen
211100
NAD
8
3/ NA
2
0
1
1
Submitted 6/3/2021
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 2 OF 14
PERMIT DRAWING
DATE: 03-11-2021
REVISIONS SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99B-5624
100
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
40
50
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60
70
80
90
100
90
80
70
60
50
40
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
NC COA No. C-0890
SUNGATE DESIGN GROUP, P.A.NAD
8
3/NA
2
0
1
1
10 11 12 13 14 15 16 17 18 19 20 21
2B-1
FOR -L- SEE SHEET NO. 4SEE SHEET 2B-2MATCHLINE -LDET- POC STA.
21+00.00DESIGN 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
= 750
= 10
= 60.7
= 1,600
= 100
= 62.1
= >2,200
= 500+
= 63.9
= 2/22/2018
= 57.8
SITE 1
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
SITE 2 SITE 3
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
HC HC
CLEARING
DENOTES HAND
RED MOUNTAIN TIMBERCO II LLC
THE NATURE CONSERVANCY
THE NATURE CONSERVANCY
THE NATURE CONSERVANCY
EOI
FO MARKER
FO MARKER
FO MARKER
MTL
MTL MTL
MTLDRIVING CREEKWOODS
7:25AM 3/18/2017
WATER LEVEL = 56.90' AT TIME OF SURVEY
150.00'EXISTING R/W
EXISTING R/W
WOODS
WOODS
WOODS
BST VARIES
NC 211 - GREEN SWAMP RD NW
PRC Sta. 12+91.95
PT Sta. 15+83.91
PC Sta. 18+24.19
20 (-LDET-)-L- POT Sta. 10+44.20
-LDET- PC Sta. 10+00.00 =15 (-LDET-)POT Sta. 10+00.00 20 (-L-)15 (-L-)1
2
SEE DETAIL #2
SPEC LAT 'V' DITCH
EST 5 SY GF
EST 1 TON
CL 'B' RIP RAP
EST 5 SY GF
EST 1 TON
CL 'B' RIP RAP
EST 5 SY GF
EST 1 TON
CL 'B' RIP RAP
SEE DETAIL #2
SPEC LAT 'V' DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM STA. 17+50 TO STA. 20+00 -LDET- LT
FROM STA. 14+00 TO STA. 16+40 -LDET- LT
Min. D=0.5 Ft.
DETAIL #2
Ground
Natural
Flatter3:1 or
Slope
Fill
TO BEGIN BRIDGE
FROM STA 16+41 -LDET- LT & RT
SHOULDER BERM GUTTER
(STRUCTURE PAY ITEM)
TO EL 61.5
CL 'II' RIP RAP
TB 2GI
TB 2GI
15" RCP-IV
15"TB 2GI
15" RCP-III 15" RCP-III
TB 2GI
TB 2GI
TB 2GI
15" RCP-III 15" RCP-III
(ROADWAY PAYITEM)
SEE DETAIL #3
BANK STABILIZATION
CL 'II' RIP RAP
TO EL 60.0
FILL EXTG CHANNEL
LATERAL BASE CHANNEL
2:12:1
b
d D
B
( Not to Scale)
1"/Ft.
DETAIL #1
b=5.0 Ft.
B=8.0 Ft.
Max. d=4.0 Ft.
Min. D=4.0 Ft.
Ground
Natural
Slope
Fill
Coir Fiber
Est. 1,075 SY
Type of Liner= Coir Fiber (Banks Only)
FROM STA. 13+00 TO STA. 17+20 -LDET- RT
( Not to Scale)
BANK STABILIZATION
DETAIL #3
2.0ft1.5:1 MIN
FROM STA. 15+40 TO STA. 15+90 -L- LT & RT
Geotextile
Est. 110 SY GF
Type of Liner= Est. 90 TONS,CL 'II' Rip-Rap
to Bridge Abument
Rip-Rap Overbanks
Extg. Main Channel
to Elev. 60.0
Fill Extg. Channel
Extg. Trib.
Bed of
SLOPE=0%, SEE DETAIL #1
EST. DDE=1445 CY
W/ COIR FIBER (BANKS ONLY)
LAT 8' BASE CHANNEL
DS = >70 mph
DS = 55 mph
DS = 60 mph
EXISTING GROUND
PROPOSED GRADE
R/R SPIKE SET IN 10" CEDAR
5.32' LT, EL. 62.57'
-L_DET- STA. 17+30.26
BM #1
R/R SPIKE SET IN 10" OAK
78.65' LT, EL. 65.22'
-L_DET- STA. 19+42.19
BM #2
EL. 64.40
-LDET- STA. 12+05.29
BEGIN GRADE
END WIDENING
-LDET- STA. 10+51.36
BEGIN WIDENING
-LDET-
1.5:1 NORMAL
CL 'II' RIP RAP
EST. 5 CY
EL. 60.0 @ CL
EXCAVATE TO APPROX.
ELEV=54.80
STA 13+00 -L- RT
BEGIN DITCH
(-) 0.00%
ELEV=54.80
STA 17+20 -L- RT
END DITCH
ELEV=62.50
STA 14+00 -L- LT
BEGIN DITCH ELEV=61.20PI STA 15+00 -L- LTELEV=61.90STA 16+40 -L- LTEND DITCH (-) 0.50%
(-) 1.30%
ELEV=62.20
STA 17+50 -L- LT
BEGIN DITCH ELEV=61.70PI STA 19+00 -L- LTELEV=62.50
STA 20+00 -L- LT
END DITCH
(+) 0.80%
(-) 0.33%
TEMP. 15"TEMP. 15"
1.5:1 NORMAL
CL 'II' RIP RAP
EST. 5 CY
EL. 60.0 @ CL
EXCAVATE TO APPROX.
(SEE STRUCTURE PLANS, TYP.)
EXISTING ROADWAY EXCAVATION
K = 208
K = 130
40
50
60
70
PI = 14+07.15
EL = 63.79'
(-)0.3000%0.3500%
VC = 135'
PI = 18+20.00
EL = 65.24'
VC = 135'
(+)0.3500%(-)0.6876%
PI = 20+35.00
EL = 63.76'
(-)0.6876%(+)0.3000%
VC = 135'
K = 137
F F
F
F F
F F F F
F
F
F
F C F
F
C
C C C C C CF
F
C
C
C
C C C C C
Submitted 6/3/2021
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 3 OF 14
PERMIT DRAWING
DATE: 03-11-2021
REVISIONS SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99B-5624
100
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
40
50
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60
70
80
90
100
90
80
70
60
50
40
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
NC COA No. C-0890
SUNGATE DESIGN GROUP, P.A.NAD
8
3/NA
2
0
1
1
10 11 12 13 14 15 16 17 18 19 20 21
2B-1
FOR -L- SEE SHEET NO. 4SEE SHEET 2B-2MATCHLINE -LDET- POC STA.
21+00.00DESIGN 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
= 750
= 10
= 60.7
= 1,600
= 100
= 62.1
= >2,200
= 500+
= 63.9
= 2/22/2018
= 57.8 535454555555
5555565656565656
5656565656565656
575757575757
575757 57
57575757575858
58 585858585858
58585858585858
58 585858 5858
59595959
59 595959 595959 59
59
59
595959
59
59 5959 59 595959595959 59595959
60 60606060
60
60606060606060606060606060
60
60
6060
606060
6060 6060 606060606060
60606060606161616161616161
6
1
61 61616161
61626262 6262626262 626262 626363636363636363 636363 636464646464646464 646464
SITE 1
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
SITE 2 SITE 3
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
HC HC
CLEARING
DENOTES HAND
RED MOUNTAIN TIMBERCO II LLC
THE NATURE CONSERVANCY
THE NATURE CONSERVANCY
THE NATURE CONSERVANCY
EOI
FO MARKER
FO MARKER
FO MARKER
MTL
MTL MTL
MTLDRIVING CREEKWOODS
7:25AM 3/18/2017
WATER LEVEL = 56.90' AT TIME OF SURVEY
150.00'EXISTING R/W
EXISTING R/W
WOODS
WOODS
WOODS
BST VARIES
NC 211 - GREEN SWAMP RD NW
PRC Sta. 12+91.95
PT Sta. 15+83.91
PC Sta. 18+24.19
20 (-LDET-)-L- POT Sta. 10+44.20
-LDET- PC Sta. 10+00.00 =15 (-LDET-)POT Sta. 10+00.00 20 (-L-)15 (-L-)1
2
SEE DETAIL #2
SPEC LAT 'V' DITCH
EST 5 SY GF
EST 1 TON
CL 'B' RIP RAP
EST 5 SY GF
EST 1 TON
CL 'B' RIP RAP
EST 5 SY GF
EST 1 TON
CL 'B' RIP RAP
SEE DETAIL #2
SPEC LAT 'V' DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM STA. 17+50 TO STA. 20+00 -LDET- LT
FROM STA. 14+00 TO STA. 16+40 -LDET- LT
Min. D=0.5 Ft.
DETAIL #2
Ground
Natural
Flatter3:1 or
Slope
Fill
TO BEGIN BRIDGE
FROM STA 16+41 -LDET- LT & RT
SHOULDER BERM GUTTER
(STRUCTURE PAY ITEM)
TO EL 61.5
CL 'II' RIP RAP
TB 2GI
TB 2GI
15" RCP-IV
15"TB 2GI
15" RCP-III 15" RCP-III
TB 2GI
TB 2GI
TB 2GI
15" RCP-III 15" RCP-III
(ROADWAY PAYITEM)
SEE DETAIL #3
BANK STABILIZATION
CL 'II' RIP RAP
TO EL 60.0
FILL EXTG CHANNEL
LATERAL BASE CHANNEL
2:12:1
b
d D
B
( Not to Scale)
1"/Ft.
DETAIL #1
b=5.0 Ft.
B=8.0 Ft.
Max. d=4.0 Ft.
Min. D=4.0 Ft.
Ground
Natural
Slope
Fill
Coir Fiber
Est. 1,075 SY
Type of Liner= Coir Fiber (Banks Only)
FROM STA. 13+00 TO STA. 17+20 -LDET- RT
( Not to Scale)
BANK STABILIZATION
DETAIL #3
2.0ft1.5:1 MIN
FROM STA. 15+40 TO STA. 15+90 -L- LT & RT
Geotextile
Est. 110 SY GF
Type of Liner= Est. 90 TONS,CL 'II' Rip-Rap
to Bridge Abument
Rip-Rap Overbanks
Extg. Main Channel
to Elev. 60.0
Fill Extg. Channel
Extg. Trib.
Bed of
SLOPE=0%, SEE DETAIL #1
EST. DDE=1445 CY
W/ COIR FIBER (BANKS ONLY)
LAT 8' BASE CHANNEL
DS = >70 mph
DS = 55 mph
DS = 60 mph
EXISTING GROUND
PROPOSED GRADE
R/R SPIKE SET IN 10" CEDAR
5.32' LT, EL. 62.57'
-L_DET- STA. 17+30.26
BM #1
R/R SPIKE SET IN 10" OAK
78.65' LT, EL. 65.22'
-L_DET- STA. 19+42.19
BM #2
EL. 64.40
-LDET- STA. 12+05.29
BEGIN GRADE
END WIDENING
-LDET- STA. 10+51.36
BEGIN WIDENING
-LDET-
1.5:1 NORMAL
CL 'II' RIP RAP
EST. 5 CY
EL. 60.0 @ CL
EXCAVATE TO APPROX.
ELEV=54.80
STA 13+00 -L- RT
BEGIN DITCH
(-) 0.00%
ELEV=54.80
STA 17+20 -L- RT
END DITCH
ELEV=62.50
STA 14+00 -L- LT
BEGIN DITCH ELEV=61.20PI STA 15+00 -L- LTELEV=61.90STA 16+40 -L- LTEND DITCH (-) 0.50%
(-) 1.30%
ELEV=62.20
STA 17+50 -L- LT
BEGIN DITCH ELEV=61.70PI STA 19+00 -L- LTELEV=62.50
STA 20+00 -L- LT
END DITCH
(+) 0.80%
(-) 0.33%
TEMP. 15"TEMP. 15"
1.5:1 NORMAL
CL 'II' RIP RAP
EST. 5 CY
EL. 60.0 @ CL
EXCAVATE TO APPROX.
(SEE STRUCTURE PLANS, TYP.)
EXISTING ROADWAY EXCAVATION
K = 208
K = 130
40
50
60
70
PI = 14+07.15
EL = 63.79'
(-)0.3000%0.3500%
VC = 135'
PI = 18+20.00
EL = 65.24'
VC = 135'
(+)0.3500%(-)0.6876%
PI = 20+35.00
EL = 63.76'
(-)0.6876%(+)0.3000%
VC = 135'
K = 137
F F
F
F F
F F F F
F
F
F
F C F
F
C
C C C C C CF
F
C
C
C
C C C C C
Submitted 6/3/2021
WETLANDWETLANDWETLANDWETLAND00
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
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/1655 55
60 60
65 65
50 50
14+50.00
55 55
60 60
65 65
15+00.00
55 55
60 60
65 65
70 70
15+50.00
60 60
65 65
70 70
55 55
16+00.00
X-12B-5624
-LDET-
2.5 5
3:1
0.0300.030
EXIST R/WWETLAND63.9661.852:12:160.11 2:12:1
54.80
3:1
0.0300.030
EXIST R/W64.1261.202:12:159.54 2:12:1
54.80
3:1
0.0300.030 EXIST R/W61.452:164.292:159.82 2:12:1
54.80
3:1
0.0070.020
EXIST R/W61.702:164.472:160.51 2:12:1
54.80
FILL IN SURFACE WATER
SITE 1
FILL IN SURFACE WATER
FILL IN SURFACE WATER
FILL IN SURFACE WATER
SITE 1
DATE: 03-11-2021
SHEET 4 OF 14
PERMIT DRAWING
CLEARING
MECHANIZED
CLEARING
MECHANIZED
CLEARING
MECHANIZEDWETLAND
EXCAVATION IN
WETLAND
EXCAVATION IN
WETLAND
EXCAVATION IN
Submitted 6/3/2021
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/1660 60
65 65
70 70
55 55
19+00.00
60 60
65 65
55 55
19+50.00
55 55
60 60
65 65
20+00.00
55 55
60 60
65 65
70 70
20+50.00
X-15B-5624
-LDET-
2.5 5
2:13:1
0.0300.030
EXIST R/WWETLAND61.702:164.6959.22 2:13:1
0.0300.030
EXIST R/WWETLAND62.102:164.3559.22 2:13:1 0.0170.017
EXIST R/WWETLANDWETLAND2:162.50 64.0458.88 2:10.0070.007
EXIST R/WWETLANDWETLAND63.9159:1
63.85
59.12
SITE 3
SITE 3
SHEET 5 OF 14
PERMIT DRAWING
DATE: 03-11-2021
TEMP FILL IN WETLAND
FILL IN WETLAND
TEMP FILL IN WETLAND
FILL IN WETLAND
TEMP FILL IN WETLAND
FILL IN WETLAND
TEMP FILL IN WETLAND
FILL IN WETLAND
HAND CLEARING
HAND CLEARING
HAND CLEARING
HAND CLEARING
Submitted 6/3/2021
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 6 OF 14
PERMIT DRAWING
DATE: 03-11-2021
REVISIONS SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99B-5624
100
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
40
50
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60
70
80
90
100
90
80
70
60
50
40
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
NC COA No. C-0890
SUNGATE DESIGN GROUP, P.A.
21 22 23 24 25
2B-2
NAD
8
3/NA
2
0
1
1
FOR -L- SEE SHEET NO. 5SEE SHEET 2B-1MATCHLINE -LDET- POC STA.
21+00.00T T FILL IN WETLAND
DENOTES TEMPORARY
SITE 3
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
EOI
FO MARKER
WOODS
WOODS
THE NATURE CONSERVANCY 150.00'EXISTING R/W
EXISTING R/W
THE NATURE CONSERVANCY
NC 211 - GREEN SWAMP RD NW
BST VARIES
PRC Sta. 21+16.15
-L- POT Sta. 24+47.19
-LDET- PT Sta. 24+08.10 =25 (-L-)POT Sta. 25+43.88
2
EXISTING GROUND
PROPOSED GRADE
EL. 64.25
-LDET- STA. 21+97.96
BEGIN WIDENING
END GRADE
-LDET- STA. 23+95.49
END WIDENING
-LDET-
0.3000%
(+)0.3000%
F F
F F
F
Submitted 6/3/2021
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 7 OF 14
PERMIT DRAWING
DATE: 03-11-2021
REVISIONS SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99B-5624
100
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
40
50
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60
70
80
90
100
90
80
70
60
50
40
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
NC COA No. C-0890
SUNGATE DESIGN GROUP, P.A.
21 22 23 24 25
2B-2
NAD
8
3/NA
2
0
1
1
FOR -L- SEE SHEET NO. 5SEE SHEET 2B-1MATCHLINE -LDET- POC STA.
21+00.0056
5657 57 57575758 58
58
58585858 59595959
59
59
5959
59 59596060
60 6060606060606060606060606161 616161626262 6262636363 6364
64
646464TTFILL IN WETLAND
DENOTES TEMPORARY
SITE 3
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
EOI
FO MARKER
WOODS
WOODS
THE NATURE CONSERVANCY 150.00'EXISTING R/W
EXISTING R/W
THE NATURE CONSERVANCY
NC 211 - GREEN SWAMP RD NW
BST VARIES
PRC Sta. 21+16.15
-L- POT Sta. 24+47.19
-LDET- PT Sta. 24+08.10 =25 (-L-)POT Sta. 25+43.88
2
EXISTING GROUND
PROPOSED GRADE
EL. 64.25
-LDET- STA. 21+97.96
BEGIN WIDENING
END GRADE
-LDET- STA. 23+95.49
END WIDENING
-LDET-
0.3000%
(+)0.3000%
F F
F F
F
Submitted 6/3/2021
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 8 OF 14
PERMIT DRAWING
DATE: 03-11-2021
REVISIONS SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99B-5624 4
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
NC COA No. C-0890
SUNGATE DESIGN GROUP, P.A.
10 11 12 13 14 15 16 17 18 19 20 21
BRIDGE APPROACH SLABNAD
8
3/NA
2
0
1
1
FOR -LDET- SEE SHEET NO. 2B-1SEE SHEET 5MATCHLINE -L- POT STA. 21+00.00DESIGN 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
= 1,300
= 50
= 61.3
= 1,600
= 100
= 61.7
= > 2,200
= 500+
= 64.4
= 2/22/2018
= 57.8
45
35
25
55
65
75
85
25
35
45
55
65
75
85
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 2
SITE 5
SITE 4
FOR IN DETOUR SHEETS 2 AND 3
STABILIZATION IMPACTS ACCOUNTED
CHANNEL RELOCATION AND BANK
RED MOUNTAIN TIMBERCO II LLC
THE NATURE CONSERVANCY
THE NATURE CONSERVANCY
THE NATURE CONSERVANCY
EOI
FO MARKER
FO MARKER
FO MARKER
MTL
MTL MTL
MTLDRIVING CREEKWOODS
7:25AM 3/18/2017
WATER LEVEL = 56.90' AT TIME OF SURVEY
150.00'EXISTING R/W
EXISTING R/W
WOODS
WOODS
WOODS
BST VARIES
NC 211 - GREEN SWAMP RD NW
POT Sta. 10+00.00 20 (-L-)15 (-L-)1
2
20 (-LDET-)15 (-LDET-)EXISTING GROUND
PROPOSED GRADEDS = >80 mph
DS = 60 mph
STA 10+44.20
BEGIN OVERLAY
EL. 64.83
STA 12+00.00
BEGIN GRADE
END OVERLAY PI = 12+95.00
EL = 65.12'
(+)0.3053%(+)0.9046%
VC = 180'
K = 300
PI = 16+83.00
EL = 68.63'
(+)0.9046%(-)0.5862%
VC = 230'
K = 154
R/R SPIKE SET IN 10" CEDAR
39.93' RT, EL. 62.57'
-L- STA. 17+72.07
BM #1
R/R SPIKE SET IN 10" OAK
36.37' LT, EL. 65.22'
-L- STA. 19+79.32
BM #2
-L-
SKEW=90 DEG
W/ 4.0' END BENT CAPS
1@85', 45" PSCG
CL GP EL=68.17
CL STA 17+46 -L-,
(SEE STRUCTURE PLANS, TYP.)
EXISTING ROADWAY EXCAVATION
2GI
2GI
EST 5 SY GF
EST 1 TON
CL 'B' RIP RAP
ELBOWS
15" W/
2GI
2GI
EST 5 SY GF
EST 1 TON
CL 'B' RIP RAP
ELBOWS
15" W/
15" RCP-IV
15" RCP-IV
TO BEGIN APPROACH SLAB
FROM STA. 16+73 -L- LT & RT
SHOULDER BERM GUTTER
TO STA. 18+20 -L- LT & RT
FROM END APPROACH SLAB
SHOULDER BERM GUTTER
GTD GTD GTD GTD GTD
SEE DETAIL #4
EST 139 TONS, EST 417 SY GF
TOE PROTECTION
FROM STA. 13+50 TO STA. 15+75 -L- LT
Fill Slope2:1 or Flatter
b=2.0 Ft.
d=1.0 Ft.
Type of Liner= Class 'B' Rip-Rap
b
DETAIL #4
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
(STRUCTURES PAY ITEM)
TO SHOULDER POINT
CL 'II' RIP RAP
(STRUCTURES PAY ITEM)
TO SHOULDER POINT
CL 'II' RIP RAP
(ROADWAY PAY ITEM)
TO SHOULDER POINT
ROCK PLATING
(ROADWAY PAY ITEM)
TO SHOULDER POINT
ROCK PLATING
TO BE REMOVED
EXISTING BRIDGE
1.5:1 NORMAL
CL 'II' RIP RAP
EST. 115 CY
EL. 60.0 @ CL
EXCAVATE TO APPROX.
EST. 95 CY
EL. 60.0 @ CL
EXCAVATE TO APPROX.
SHEET PILING
SHEET PILING
DETOUR PHASE
CONSTRUCTED DURING
BANK STABILIZATION
CL 'II' RIP RAP
W/ COIR FIBER (BANKS ONLY)
LAT 8' BASE CHANNEL 40' CRWC
C
C
C C C C C
C
F F F F F F F F F F
F F
F F F
C
F
C
C
C C C C
Submitted 6/3/2021
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 9 OF 14
PERMIT DRAWING
DATE: 03-11-2021
REVISIONS SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99B-5624 4
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
NC COA No. C-0890
SUNGATE DESIGN GROUP, P.A.
10 11 12 13 14 15 16 17 18 19 20 21
BRIDGE APPROACH SLABNAD
8
3/NA
2
0
1
1
FOR -LDET- SEE SHEET NO. 2B-1SEE SHEET 5MATCHLINE -L- POT STA. 21+00.00DESIGN 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
= 1,300
= 50
= 61.3
= 1,600
= 100
= 61.7
= > 2,200
= 500+
= 64.4
= 2/22/2018
= 57.8
45
35
25
55
65
75
85
25
35
45
55
65
75
85 535454555555
5555565656565656
5656565656565656
575757575757
575757 57
57575757575858
58 585858585858
58585858585858
58 585858 5858
59595959
59 595959 595959 59
59
59
595959
59
59 5959 59 595959595959 59595959
60 606060
606060606060606060606
060
60
60
60
6060
606060
6060 6060 6060606060
60606060606161616161616161
6
1
61 61616161
61626262 6262626262 626262 626363636363636363 636363 636464646464646464 6464
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 2
SITE 5
SITE 4
FOR IN DETOUR SHEETS 2 AND 3
STABILIZATION IMPACTS ACCOUNTED
CHANNEL RELOCATION AND BANK
RED MOUNTAIN TIMBERCO II LLC
THE NATURE CONSERVANCY
THE NATURE CONSERVANCY
THE NATURE CONSERVANCY
EOI
FO MARKER
FO MARKER
FO MARKER
MTL
MTL MTL
MTLDRIVING CREEKWOODS
7:25AM 3/18/2017
WATER LEVEL = 56.90' AT TIME OF SURVEY
150.00'EXISTING R/W
EXISTING R/W
WOODS
WOODS
WOODS
BST VARIES
NC 211 - GREEN SWAMP RD NW
POT Sta. 10+00.00 20 (-L-)15 (-L-)1
2
20 (-LDET-)15 (-LDET-)EXISTING GROUND
PROPOSED GRADEDS = >80 mph
DS = 60 mph
STA 10+44.20
BEGIN OVERLAY
EL. 64.83
STA 12+00.00
BEGIN GRADE
END OVERLAY PI = 12+95.00
EL = 65.12'
(+)0.3053%(+)0.9046%
VC = 180'
K = 300
PI = 16+83.00
EL = 68.63'
(+)0.9046%(-)0.5862%
VC = 230'
K = 154
R/R SPIKE SET IN 10" CEDAR
39.93' RT, EL. 62.57'
-L- STA. 17+72.07
BM #1
R/R SPIKE SET IN 10" OAK
36.37' LT, EL. 65.22'
-L- STA. 19+79.32
BM #2
-L-
SKEW=90 DEG
W/ 4.0' END BENT CAPS
1@85', 45" PSCG
CL GP EL=68.17
CL STA 17+46 -L-,
(SEE STRUCTURE PLANS, TYP.)
EXISTING ROADWAY EXCAVATION
2GI
2GI
EST 5 SY GF
EST 1 TON
CL 'B' RIP RAP
ELBOWS
15" W/
2GI
2GI
EST 5 SY GF
EST 1 TON
CL 'B' RIP RAP
ELBOWS
15" W/
15" RCP-IV
15" RCP-IV
TO BEGIN APPROACH SLAB
FROM STA. 16+73 -L- LT & RT
SHOULDER BERM GUTTER
TO STA. 18+20 -L- LT & RT
FROM END APPROACH SLAB
SHOULDER BERM GUTTER
GTD GTD GTD GTD GTD
SEE DETAIL #4
EST 139 TONS, EST 417 SY GF
TOE PROTECTION
FROM STA. 13+50 TO STA. 15+75 -L- LT
Fill Slope2:1 or Flatter
b=2.0 Ft.
d=1.0 Ft.
Type of Liner= Class 'B' Rip-Rap
b
DETAIL #4
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
(STRUCTURES PAY ITEM)
TO SHOULDER POINT
CL 'II' RIP RAP
(STRUCTURES PAY ITEM)
TO SHOULDER POINT
CL 'II' RIP RAP
(ROADWAY PAY ITEM)
TO SHOULDER POINT
ROCK PLATING
(ROADWAY PAY ITEM)
TO SHOULDER POINT
ROCK PLATING
TO BE REMOVED
EXISTING BRIDGE
1.5:1 NORMAL
CL 'II' RIP RAP
EST. 115 CY
EL. 60.0 @ CL
EXCAVATE TO APPROX.
EST. 95 CY
EL. 60.0 @ CL
EXCAVATE TO APPROX.
SHEET PILING
SHEET PILING
DETOUR PHASE
CONSTRUCTED DURING
BANK STABILIZATION
CL 'II' RIP RAP
W/ COIR FIBER (BANKS ONLY)
LAT 8' BASE CHANNEL 40' CRWC
C
C
C C C C C
C
F F F F F F F F F F
F F
F F F
C
F
C
C
C C C C
Submitted 6/3/2021
CLEARING
MECHANIZED
FILL IN WETLAND
CLEARING
MECHANIZED
FILL IN WETLAND
CLEARING
MECHANIZED
FILL IN WETLAND
FILL IN WETLAND
CLEARING
MECHANIZED
SITE 4
SITE 4
SHEET 10 OF 14
PERMIT DRAWING
DATE: 03-11-2021
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
55
55
60
60
65
65
70
70
75
75
80
80
85
85
90
90
95
95
100
100
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/1655 55
60 60
65 65
70 70
50 50
13+50.00
60 60
65 65
70 70
55 55
14+00.00
60 60
65 65
70 70
55 5514+50.00
60 60
65 65
70 70
75 75
55 55
15+00.00
X-3B-5624
-L-
2.5 5
0.020 0.020
3:1
3:13:12%EXIST R/WWETLAND65.6460.3464.70
0.020 0.020
3:1
3:13:12%EXIST R/WWETLAND66.0760.4364.70
0.020 0.020
3:1
3:13:12%EXIST R/WWETLAND66.5260.5564.67
0.020 0.020
3:1
3:13:12%EXIST R/WWETLAND66.9760.6164.63
Submitted 6/3/2021
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
55
55
60
60
65
65
70
70
75
75
80
80
85
85
90
90
95
95
100
100
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/1655 55
60 60
65 65
70 70
75 75
50 50
18+00.00
60 60
65 65
70 70
75 75
55 5518+50.00
60 60
65 65
70 70
75 75
55 5519+00.00
X-6B-5624
-L-
2.5 5
0.020 0.020
2:1
3:13:12%EXIST R/WWETLANDWETLAND67.9459.3864.67
0.020 0.020
2:1 3:13:12%EXIST R/WWETLANDWETLAND67.6560.6764.82
0.020 0.020
2:1 3:13:12%EXIST R/WWETLANDWETLAND67.3660.7464.79
FILL IN WETLAND
SITE 5
CLEARING
MECHANIZED
FILL IN WETLAND
CLEARING
MECHANIZED
FILL IN WETLAND
CLEARING
MECHANIZED
SITE 5
SHEET 11 OF 14
PERMIT DRAWING
DATE: 03-11-2021
Submitted 6/3/2021
0 50'25'50'
SCALE: 1"=100'
100'
DATE: 03-11-2021
SHEET 12 OF 14
PERMIT DRAWING
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99B-5624 5
100
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
40
50
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60
70
80
90
100
90
80
70
60
50
40
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
NC COA No. C-0890
SUNGATE DESIGN GROUP, P.A.
21 22 23 24 25 NAD
8
3/NA
2
0
1
1
FOR -LDET- SEE SHEET NO. 2B-2SEE SHEET 4MATCHLINE -L- POT STA. 21+00.00WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 5
EOI
FO MARKER
WOODS
WOODS
THE NATURE CONSERVANCY 150.00'EXISTING R/W
EXISTING R/W
THE NATURE CONSERVANCY
NC 211 - GREEN SWAMP RD NW
BST VARIES25 (-L-)POT Sta. 25+43.88
2
EL. 64.72
STA 23+50.00
BEGIN OVERLAY
END GRADE
-L- STA. 24+47.19
END OVERLAY
EXISTING GROUND
PROPOSED GRADE
(-)0.5862%
-L-
GTD
C
C
C
F F F
F
F F
C
F F
Submitted 6/3/2021
0 50'25'50'
SCALE: 1"=100'
100'
DATE: 03-11-2021
SHEET 13 OF 14
PERMIT DRAWING
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99B-5624 5
100
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
40
50
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60
70
80
90
100
90
80
70
60
50
40
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
NC COA No. C-0890
SUNGATE DESIGN GROUP, P.A.
21 22 23 24 25 NAD
8
3/NA
2
0
1
1
FOR -LDET- SEE SHEET NO. 2B-2SEE SHEET 4MATCHLINE -L- POT STA. 21+00.00WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 5
56
565657 57 57575758 58
58
58585858 59595959
59
59
5959
59 5959606060
60 60606060606060606060606060616161 616161626262 6262636363 6364
64
64646464EOI
FO MARKER
WOODS
WOODS
THE NATURE CONSERVANCY 150.00'EXISTING R/W
EXISTING R/W
THE NATURE CONSERVANCY
NC 211 - GREEN SWAMP RD NW
BST VARIES25 (-L-)POT Sta. 25+43.88
2
EL. 64.72
STA 23+50.00
BEGIN OVERLAY
END GRADE
-L- STA. 24+47.19
END OVERLAY
EXISTING GROUND
PROPOSED GRADE
(-)0.5862%
-L-
GTD
C
C
C
F F F
F
F F
C
F F
Submitted 6/3/2021
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)1 12+87 to 14+14-LDET-RT ROADWAY FILL0.02 0.030.18 < 0.012 16+72 to18+02-LDET-RT ROADWAY FILL< 0.01 < 0.01 25 3117+88 to 17+98-LDET-RT BANK STABILIZATION4317+04 to 17+89-L-BRIDGE< 0.01< 0.01< 0.01 0.02853 17+34 to 23+96-LDET-RT ROADWAY FILL0.11 0.270.084 11+95 to 17+04-L-LTROADWAY FILL0.080.06< 0.015 17+89 to 22+76-L-LTROADWAY FILL0.040.05TOTALS*:0.23 0.27 0.02 0.14 0.08 0.18 0.03 68 116 0Revised 2018 Feb SHEET 14OF 14WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSBRUNSWICK COUNTYB-562445579.2.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS3/11/2021*Rounded totals are sum of actual impactsNOTES:-Site 1: JS Non-Mit-0.03 acre of temporary fill will be needed in the hand clearing areas for erosion control measures.Submitted 6/3/2021