20211483 Ver 1_B-2500C_PermitDrawings_20211011

PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION90% PLANS SUBMITTAL32635.2.12 ROW
32635.2.13 UTIL.
32635.3.11 CONST.
WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 5
PERMIT DRAWING
DARE COUNTY
IMPROVEMENTS TO NC 12 AT INTERSECTION WITH COQUINA
BEACH RD. AND BODIE ISLAND LIGHTHOUSE RD.
GRADING, DRAINAGE, AND PAVING
25 50 10050
D
T
V
=
=
=
=
=
5,500
N/A
N/A
9
60
%
%
MPH
ADT 2019
% *
DUAL = 7%* TTST = 2%
FUNC CLASS =
MAJOR COLLECTOR
STATEWIDE TIER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
PROFILE (HORIZONTAL)
32635.1.10 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:
P.E.
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER
DIVISION 1 PROJECT MANAGER
NCDOT CONTACT:
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER
LOCATION:
TYPE OF WORK:09/08/99B-2500C
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
CONTRACT:TIP PROJECT:B-2500CSee Sheet 1A For Index of Sheets
SIGNATURE:
P.E.
25 50 100500
5 10 20100
VICINITY MAP (NTS)
4 5
OpenRoads
Plans Developed with
Stage 3 Plans (3EN1)
CROSS SECTION SHEETS.
DEVELOPMENTAL STANDARDS FOR PLAN-ELEVATION AND
PLOTTING IN THIS SET IS ACCOMPLISHED USING NCDOT'S
BY NCDOT FOR ORD DEVELOPED SHEETS AND CROSS SECTIONS.
PRINT STYLE AND PSET DEVELOPMENT IS STILL IN PROGRESS
NOTE TO REVIEWER:
-L- POT STA. 12+30.00
BEGIN PROJECT
-L- POT STA. 31+70.00
END PROJECT
-Y2- STA. 12+38.00
END CONSTRUCTION
-Y1- STA. 10+87.00
BEGIN CONSTRUCTION
TO US 64 & NAGS HEAD
TO OREGON INLET AND CAPE HATTERAS
TOTAL LENGTH TIP PROJECT B-2500C
LENGTH ROADWAY TIP PROJECT B-2500C
=
=
0.367 MILES
0.367 MILES
NOVEMBER 17, 2021
NA
CHRISTOPHER H. LEE, PE
PLANS PREPARED BY:PLANS PREPARED FOR:
DIVISION 1
DIVISION OF HIGHWAYS
EDENTON, NC 27932
113 AIRPORT DRIVE, SUITE 100
ROHAM R. LAHIJI
NC ENG F-1253
DURHAM, NC 27703
4021 STIRRUP CREEK DRIVELIGHTHOUSE RDBODIE ISLANDNC 12-L-
-L-NC 12
BEACH RDCOQUINA15+00 20+00 25+00 30+00 35+00
40+0010+0010+00-Y1--Y2-LI
GHTHOUSETO BODI
E I
SLANDPARKING AREA
TO COQUINA BEACH
DA0052283/2011
NAD
12
S Old Ore
g
o
n I
nlet Rd
Nati
o
n
al Pa
r
k Rd
Bodie Island
Natio
n
al
Seas
h
ore
C
a
p
e Hatteras Ro
a
nok
e So
un
d
Light House
Island
Bodie
3.
4
1Atla
ntic Oc
e
a
n
E Eagle St
Olympic St
E Jacobs St
E James St
Juncos St
E Westsid
e Ct
S Ch
a
wa
n
o
o
k CtE
Oregon Dr
ELimulus Dr
S
S
urfsid
e Dr
S
P
elic
a
n Ct
Park
Service
RdE McCall Ct
S Col
o
n
y
S
o
ut
h Dr
E Loon CtBo
die Isla
n
d CtE
S
e
a
g
ull Dr
E Pelican St
E Altoona St N
E Altoona St SE Oriental St
E Proteus Ct
Camelot StE
StE Spencer
StE Nansemond
Ct
S
S
a
n
d
y
St
Pioneer
E
South Dr
Colony
12
LOCATION
PROJECT
Cape Hatteras
PROFESSION
A
LE
NG INEER
N ORTH CARO
LINA
SEAL
047089
EEL .H REHPOTSIRHC
CHL047089
CHLDATE
W203WD
WB
WL
WC
WAWA
WCEXEX.025.02515+0020+0025+00N23°40'18.0"W
10+00
N60°45'24.7"E10+00
N62°49'13.8"EN17°33
'29.3"W
1
1 1
1
NO CLAIM NO CLAIM
NO CLAIM
NO CLAIM
PERMIT # USA ## #### ##
THROUGH SPECIAL USE
WAY IS ALLOWED
THE EXISTING RIGHT OF
PERFORMED OUTSIDE OF
ALL CONSTRUCTION
PERMIT # USA ## #### ##
THROUGH SPECIAL USE
WAY IS ALLOWED
THE EXISTING RIGHT OF
PERFORMED OUTSIDE OF
ALL CONSTRUCTION
PERMIT # USA ## #### ##
THROUGH SPECIAL USE
WAY IS ALLOWED
THE EXISTING RIGHT OF
PERFORMED OUTSIDE OF
ALL CONSTRUCTION
PERMIT # USA ## #### ##
THROUGH SPECIAL USE
WAY IS ALLOWED
THE EXISTING RIGHT OF
PERFORMED OUTSIDE OF
ALL CONSTRUCTION

PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
VARIABLE
DETAIL 1
Ground
Natural Slope
Ditch
Front
3:1TRANSITION TO EXISTING
SPECIAL LATERAL 'V' DITCH
-L- STA. 31+50 TO STA. 31+70
-L- STA. 12+30 TO STA. 12+50
3:1
DETAIL 2
Ground
Natural
3:1( Not to Scale)
SPECIAL LATERAL 'V' DITCH
-L- STA. 14+70 to 22+00
( Not to Scale)
Slope
Ditch
Front
D
D=2' MINIMUM
D
D=2' MINIMUM
4:1
DETAIL 3
Ground
Natural
3:1SPECIAL LATERAL 'V' DITCH
-L- STA. 22+00 TO 31+70
( Not to Scale)
Slope
Ditch
Front
D
D=2' MINIMUM PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
CHL047089
CHLDATE
RENIH .L DR
AHCIR29185
B-2500C
23EN1
ENGINEER
HYDRAULICS
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
STATE OF NORTH CAROLINA
ROADWAY DESIGN UNIT
PREPARED BY
NC ENG F-1253
DURHAM, NC 27703
4021 STIRRUP CREEK DRIVE5/26/20SEE SHEET 3MATCHLINE -L- STA. 26+00.00WETLAND
DENOTES EXCAVATION INEE
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 2 OF 5
PERMIT DRAWING
83/2011
NAD
SITE 3
SITE 1
SITE 2
SITE 4
DEPTH (SEE DETAIL 1)
V-DITCH 2' MINIMUM
OVER 50'
TIE TO EXISTING DITCH
DEPTH (SEE DETAIL 1)
V-DITCH 2' MINIMUM
OVER 50'
TIE TO EXISTING DITCH
DEPTH (SEE DETAIL 2)
V-DITCH 2' MINIMUM
DEPTH (SEE DETAIL 2)
V-DITCH 2' MINIMUM
GRADE
TIE TO EXISTING
TIE TO EXISTING GRADE
TIE TO EXISTING GRADE
DEPTH (SEE DETAIL 3)
V-DITCH 2' MINIMUM
TIE TO EXISTING GRADE
DEPTH (SEE DETAIL 3)
V-DITCH 2' MINIMUM
CAMA SETBACK LINE
NC 12 33' BST
2SFD 2SFD
S
2
2' BS
T
S
BOLLARD
BOLLARDS
S
S
S
BOLLARDSS
S
BOLLARD
BOLLARD
BOLLARDS
BOLLARDS
S
COQUI
NA BE
ACH RDPARKING LOT (BST)BI2 (GPS MON.)BM10
BL5
EXIST R/W
EXIST R/W100'US GOVERNMENT
DB 79 PG 548
US GOVERNMENT
DB 79 PG 548 BODIE ISLAND LIGHTHOUSE RD 24' BST2
2' BS
T
US GOVERNMENT
DB 79 PG 548
US GOVERNMENT
DB 79 PG 548
C
C
C C C C C
C C C
C
C
C
C
C C C C
C
C C
C C
C
C
C C C C
C C
F
C C C CC
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EEEEEE
E E E
E
E E
E E E E E E E E E E E E E E E E E E EE E
EE
1
1
NO CLAIM
NO CLAIM
PERMIT # USA ## #### ##
THROUGH SPECIAL USE
WAY IS ALLOWED
THE EXISTING RIGHT OF
PERFORMED OUTSIDE OF
ALL CONSTRUCTION
PERMIT # USA ## #### ##
THROUGH SPECIAL USE
WAY IS ALLOWED
THE EXISTING RIGHT OF
PERFORMED OUTSIDE OF
ALL CONSTRUCTION
-L- POT STA. 31+70.00
END PROJECT
.025EXEX.0250.0+54.39+94.89.02.01+67.89.0130+0035+0040+00N17°39
'09.5"W
N23°40'18.0"W
OVER 50'
TIE TO EXISTING DITCH
OVER 50'
TIE TO EXISTING DITCH
DEPTH (SEE DETAIL 1)
V-DITCH 2' MINIMUM
DEPTH (SEE DETAIL 1)
V-DITCH 2' MINIMUM
DEPTH (SEE DETAIL 3)
V-DITCH 2' MINIMUM
DEPTH (SEE DETAIL 3)
V-DITCH 2' MINIMUM
WH
WGWFWEWD

PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
VARIABLE
DETAIL 1
Ground
Natural Slope
Ditch
Front
3:1TRANSITION TO EXISTING
SPECIAL LATERAL 'V' DITCH
-L- STA. 31+50 TO STA. 31+70
-L- STA. 12+30 TO STA. 12+50
( Not to Scale)
D
D=2' MINIMUM
4:1
DETAIL 3
Ground
Natural
3:1SPECIAL LATERAL 'V' DITCH
-L- STA. 22+00 to STA. 31+70
( Not to Scale)
Slope
Ditch
Front
D
D=2' MINIMUM PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
RENIH .L DR
AHCIR29185
ENGINEER
HYDRAULICS
B-2500C
33EN1
ENGINEER
HYDRAULICS
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
STATE OF NORTH CAROLINA
ROADWAY DESIGN UNIT
PREPARED BY
NC ENG F-1253
DURHAM, NC 27703
4021 STIRRUP CREEK DRIVE5/26/20SEE SHEET 2MATCHLINE -L- STA. 26+00.00WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 3 OF 5
PERMIT DRAWING
WETLAND
DENOTES EXCAVATION INEE
83/2011
NAD
CAMA SETBACK LINE
PARKING LOT (BST)BI3 (GPS MON.)BL6DB 79 PG 548
US GOVERNMENT
DB 79 PG 548
US GOVERNMENT
NC 12 33' BST
NC 12 33' BST
S
S S
6" AC AATUR
6" AC AATUR
6" AC AATUR6" AC AATUR
6" FUSIBLE PVC
CASING (42')
12" STEEL
EOI
EOI
8" FUSIBLE PVC
8" FUSIBLE PVC
C C
C
C
C C C
C C
C
C
C C
C
*BL3627*EL3627*BL3627*EL3627*BL3627*EL3627*BL3627*EL3627*BL3627*BL3627W203*EL3627*BL3627*BL3627*EL3627WD
WB
WL
WC
WAWA
WCEXEX.025.02515+0020+0025+00N23°40'18.0"W
10+00
N60°45'24.7"E10+00
N62°49'13.8"EN17°33
'29.3"W
1
1 1
1
NO CLAIM NO CLAIM
NO CLAIM
NO CLAIM
PERMIT # USA ## #### ##
THROUGH SPECIAL USE
WAY IS ALLOWED
THE EXISTING RIGHT OF
PERFORMED OUTSIDE OF
ALL CONSTRUCTION
PERMIT # USA ## #### ##
THROUGH SPECIAL USE
WAY IS ALLOWED
THE EXISTING RIGHT OF
PERFORMED OUTSIDE OF
ALL CONSTRUCTION
PERMIT # USA ## #### ##
THROUGH SPECIAL USE
WAY IS ALLOWED
THE EXISTING RIGHT OF
PERFORMED OUTSIDE OF
ALL CONSTRUCTION
PERMIT # USA ## #### ##
THROUGH SPECIAL USE
WAY IS ALLOWED
THE EXISTING RIGHT OF
PERFORMED OUTSIDE OF
ALL CONSTRUCTION

PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
VARIABLE
DETAIL 1
Ground
Natural Slope
Ditch
Front
3:1TRANSITION TO EXISTING
SPECIAL LATERAL 'V' DITCH
-L- STA. 31+50 TO STA. 31+70
-L- STA. 12+30 TO STA. 12+50
3:1
DETAIL 2
Ground
Natural
3:1( Not to Scale)
SPECIAL LATERAL 'V' DITCH
-L- STA. 14+70 to 22+00
( Not to Scale)
Slope
Ditch
Front
D
D=2' MINIMUM
D
D=2' MINIMUM
4:1
DETAIL 3
Ground
Natural
3:1SPECIAL LATERAL 'V' DITCH
-L- STA. 22+00 TO 31+70
( Not to Scale)
Slope
Ditch
Front
D
D=2' MINIMUM PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
CHL047089
CHLDATE
RENIH .L DR
AHCIR29185
B-2500C
43EN1
ENGINEER
HYDRAULICS
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
STATE OF NORTH CAROLINA
ROADWAY DESIGN UNIT
PREPARED BY
NC ENG F-1253
DURHAM, NC 27703
4021 STIRRUP CREEK DRIVE5/26/20SEE SHEET 5MATCHLINE -L- STA. 26+00.00WETLAND
DENOTES EXCAVATION INEE
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 4 OF 5
PERMIT DRAWING
83/2011
NAD
SITE 3
SITE 1
SITE 2
SITE 4
DEPTH (SEE DETAIL 1)
V-DITCH 2' MINIMUM
OVER 50'
TIE TO EXISTING DITCH
DEPTH (SEE DETAIL 1)
V-DITCH 2' MINIMUM
OVER 50'
TIE TO EXISTING DITCH
DEPTH (SEE DETAIL 2)
V-DITCH 2' MINIMUM
DEPTH (SEE DETAIL 2)
V-DITCH 2' MINIMUM
GRADE
TIE TO EXISTING
TIE TO EXISTING GRADE
TIE TO EXISTING GRADE
DEPTH (SEE DETAIL 3)
V-DITCH 2' MINIMUM
TIE TO EXISTING GRADE
DEPTH (SEE DETAIL 3)
V-DITCH 2' MINIMUM
CAMA SETBACK LINE
NC 12 33' BST
2SFD 2SFD
S
2
2' BS
T
S
BOLLARD
BOLLARDS
S
S
S
BOLLARDSS
S
BOLLARD
BOLLARD
BOLLARDS
BOLLARDS
S
COQUI
NA BE
ACH RDPARKING LOT (BST)BI2 (GPS MON.)BM10
BL5
EXIST R/W
EXIST R/W100'US GOVERNMENT
DB 79 PG 548
US GOVERNMENT
DB 79 PG 548 BODIE ISLAND LIGHTHOUSE RD 24' BST2
2' BS
T
US GOVERNMENT
DB 79 PG 548
US GOVERNMENT
DB 79 PG 548TTTTHHHH
6" AC AATUR
6" AC AATUR6" AC AATUR6" AC AATUR
E
O
IEOI
E
ORI EORIEOIEOI
EOI
AATURUNKNOWN UNKNOWN AATUR8" FUSIBLE PVC 6" FUSI
BLE PVCC
C
C C C C C
C C C
C
C
C
C
C C C C
C
C C
C C
C
C
C C C C
C C
F
C C C CC
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EEEEEE
E E E
E
E E
E E E E E E E E E E E E E E E E E E EE E
EE
1
1
NO CLAIM
NO CLAIM
PERMIT # USA ## #### ##
THROUGH SPECIAL USE
WAY IS ALLOWED
THE EXISTING RIGHT OF
PERFORMED OUTSIDE OF
ALL CONSTRUCTION
PERMIT # USA ## #### ##
THROUGH SPECIAL USE
WAY IS ALLOWED
THE EXISTING RIGHT OF
PERFORMED OUTSIDE OF
ALL CONSTRUCTION
-L- POT STA. 31+70.00
END PROJECT
.025EXEX.0250.0+54.39+94.89.02.01+67.89.0130+0035+0040+00N17°39
'09.5"W
N23°40'18.0"W
OVER 50'
TIE TO EXISTING DITCH
OVER 50'
TIE TO EXISTING DITCH
DEPTH (SEE DETAIL 1)
V-DITCH 2' MINIMUM
DEPTH (SEE DETAIL 1)
V-DITCH 2' MINIMUM
DEPTH (SEE DETAIL 3)
V-DITCH 2' MINIMUM
DEPTH (SEE DETAIL 3)
V-DITCH 2' MINIMUM
WH
WGWFWEWD

PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
VARIABLE
DETAIL 1
Ground
Natural Slope
Ditch
Front
3:1TRANSITION TO EXISTING
SPECIAL LATERAL 'V' DITCH
-L- STA. 31+50 TO STA. 31+70
-L- STA. 12+30 TO STA. 12+50
( Not to Scale)
D
D=2' MINIMUM
4:1
DETAIL 3
Ground
Natural
3:1SPECIAL LATERAL 'V' DITCH
-L- STA. 22+00 to STA. 31+70
( Not to Scale)
Slope
Ditch
Front
D
D=2' MINIMUM PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
RENIH .L DR
AHCIR29185
ENGINEER
HYDRAULICS
B-2500C
53EN1
ENGINEER
HYDRAULICS
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
STATE OF NORTH CAROLINA
ROADWAY DESIGN UNIT
PREPARED BY
NC ENG F-1253
DURHAM, NC 27703
4021 STIRRUP CREEK DRIVE5/26/20SEE SHEET 4MATCHLINE -L- STA. 26+00.00WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 5 OF 5
PERMIT DRAWING
WETLAND
DENOTES EXCAVATION INEE
83/2011
NAD
CAMA SETBACK LINE BI3 (GPS MON.)BL6DB 79 PG 548
US GOVERNMENT
DB 79 PG 548
US GOVERNMENT
NC 12 33' BST
NC 12 33' BST
S
S S
C C
C
C
C C C
C C
C
C
C C
C
2.64-32.25SSC 1.05-27.49DP2.97-19.93SBP3.37-27.49CL1.3526.47DP-8.0%-0.5%-2.6%
3.93:1
3:16.25:13.360.00-0.5%-2.6%EOT3.31-11.93EOT3.0312.96PSPSSBP2.6120.963.29-15.932.9316.96-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
2.0328.48SSC
3:1
12+30.00
C 3.12-34.32SS3:14.22:11.07-28.27DP2.94-20.27SBPDP1.0326.07SS2.0528.40C
-8.0%4.48:13.390.00CL3.360.00-0.8%-2.8%EOT3.30-12.27EOT3.0313.26PSPSSBP2.6021.263.26-16.272.9217.26-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
3:1
12+50.003.470.00CL3.350.00-1.5%
3:1
3:1-3.2%3:13:1EOT3.27-13.11EOT3.0213.98PSPSSBP2.88-21.11SBP2.5721.98DPDPSSSS3.20-17.112.8917.980.22-29.11-0.0929.98-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
C
C
3.5240.822.82-36.93-1.5%-3.2%
13+00.00 CL-2.5%-2.5%3.340.003.660.00-2.5%
3:13:1-2.5%3:13:1EOT3.26-13.95EOT3.2514.67PSPSSBP2.84-21.95SBP2.8322.67DPDPSSSS3.16-17.953.1518.670.18-29.950.1630.67-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
CC
3.4340.503.47-39.84B-2500C
X 1
0 5 10
5/26/20-0.8%-2.8%EXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEWETLANDBOUNDARYWETLANDBOUNDARYBOUNDARYWETLANDBOUNDARYWETLANDBOUNDARYWETLANDBOUNDARYWETLAND13+50.00
L
L
L
L
BEGIN CONSTRUCTION
3.760.00CL3.330.002.5%-2.5%-2.5%
3:1
3:1-2.5%3:13:1EOT3.39-14.80EOT3.3815.36PSPSSBP2.97-22.80SBP2.9623.36DPDPSSSS3.29-18.803.2819.360.30-30.800.2931.36-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
CC
3.3640.552.90-38.6014+00.003.910.00CL-2.5%-2.5%3.350.00-2.5%
3:1
3:1-2.5%3:13:1EOT3.52-15.64EOT3.5116.05PSPSSBP3.10-23.64SBP3.0924.05DPDPSSSS3.42-19.643.4120.050.43-31.640.4232.05-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
C
C
3.5341.372.88-39.0014+50.004.060.00CL-2.5%-2.5%3.410.00-2.5%
3:1
3:1-2.5%3:13:1EOT3.65-16.48EOT3.6018.37PSPSSBP3.23-24.48SBP3.1826.37DPDPSSSS3.55-20.483.5022.370.56-32.480.5134.37-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
C
C
3.4343.122.97-39.7315+00.00
-2.5%-2.5%4.210.00CL3.520.00-2.5%
3:1
3:1-2.5%3:13:1EOT3.77-17.33EOT3.6621.79PSPSSBP3.35-25.33SBP3.2429.79DPDPSSSS3.67-21.333.5625.790.69-33.330.5837.79-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
C
C
3.5246.622.50-38.77B-2500C
X 2
0 5 10
5/26/20EXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEWETLANDBOUNDARYBOUNDARYWETLANDBOUNDARYWETLANDBOUNDARYWETLANDWETLANDBOUNDARYWETLANDBOUNDARY15+50.00
L
L
L
L
-2.5%-2.5%4.290.00CL3.580.00-2.5%
3:1
3:1-2.5%3:13:1EOT3.84-18.00EOT3.6625.21PSPSSBP3.42-26.00SBP3.2433.21DPDPSSSS3.74-22.003.5629.210.75-34.000.5741.21-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
CC
3.1048.813.17-41.2616+00.004.220.00CL-2.5%-2.5%3.550.00-2.5%
3:1
3:1-2.5%3:13:1EOT3.77-18.00EOT3.5128.63PSPSSBP3.35-26.00SBP3.0936.63DPDPSSSS3.67-22.003.4132.630.69-34.000.4244.63-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
C
C
2.8251.833.38-42.0716+50.00
-2.5%-2.5%4.100.00CL3.530.00-2.5%
3:1
3:1-2.5%3:13:1EOT3.65-18.00EOT3.3530.00PSPSSBP3.23-26.00SBP2.9338.00DPDPSSSS3.55-22.003.2534.000.56-34.000.2646.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
C
C
3.9457.023.22-41.9717+00.004.120.00CL-2.5%-2.5%3.550.00-2.5%
3:13:1-2.5%3:13:1EOT3.67-18.00EOT3.3730.00PSPSSBP3.25-26.00SBP2.9538.00DPDPSSSS3.57-22.003.2734.000.58-34.000.2846.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
CC
3.5355.763.68-43.30B-2500C
X 3
0 5 10
5/26/20EXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEWETLANDBOUNDARYWETLANDBOUNDARYWETLANDBOUNDARYWETLANDBOUNDARYWETLANDBOUNDARYWETLANDBOUNDARYWETLANDBOUNDARYBOUNDARYWETLAND17+50.00
L
L
L
L
4.250.00CL-2.5%-2.5%3.570.00-2.5%
3:1
3:1-2.5%3:13:1EOT3.80-18.00EOT3.5030.00PSPSSBP3.38-26.00SBP3.0838.00DPDPSSSS3.70-22.003.4034.000.72-34.000.4246.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
C
C
4.3957.922.94-40.6718+00.004.400.00CL-2.5%-2.5%3.600.00-2.5%
3:1
3:1-2.5%3:13:1EOT3.95-18.00EOT3.6530.00PSPSSBP3.53-26.00SBP3.2338.00DPDPSSSS3.85-22.003.5534.000.87-34.000.5746.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
C
C
3.6055.112.97-40.3218+50.00
-2.5%-2.5%4.550.00CL3.740.00-2.5%
3:1
3:1-2.5%3:13:1EOT4.10-18.00EOT3.8030.00PSPSSBP3.68-26.00SBP3.3838.00DPDPSSSS4.00-22.003.7034.001.02-34.000.7246.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
CC
3.8555.413.74-42.1819+00.00
-2.5%-2.5%4.700.00CL3.970.00-2.5%
3:13:1-2.5%3:13:1EOT4.25-18.00EOT3.9530.00PSPSSBP3.83-26.00SBP3.5338.00DPDPSSSS4.15-22.003.8534.001.17-34.000.8746.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
C
C
4.0955.684.83-44.98B-2500C
X 4
0 5 10
5/26/20EXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEBOUNDARYWETLANDWETLANDBOUNDARYWETLANDBOUNDARYWETLANDBOUNDARY19+50.00
L
L
L
L
4.850.00CL-2.5%-2.5%4.190.00-2.5%
3:13:1-2.5%3:13:1EOT4.40-18.00EOT4.1030.00PSPSSBP3.98-26.00SBP3.6838.00DPDPSSSS4.30-22.004.0034.001.32-34.001.0246.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
4.5156.495.69-47.1320+00.005.000.00CL-2.5%-2.5%4.390.00-2.5%
3:1
3:1-2.5%3:13:1EOT4.55-18.00EOT4.2530.00PSPSSBP4.13-26.00SBP3.8338.00DPDPSSSS4.45-22.004.1534.001.47-34.001.1746.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
4.8156.924.08-41.8520+50.005.150.00CL-2.5%-2.5%4.540.00-2.5%
3:1
3:1-2.5%3:13:1EOT4.70-18.00EOT4.4030.00PSPSSBP4.28-26.00SBP3.9838.00DPDPSSSS4.60-22.004.3034.001.62-34.001.3246.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
CC
4.1554.494.46-42.52B-2500C
X 5
0 5 10
5/26/20EXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINE21+00.00
L
L
L
-2.5%-2.5%5.300.00CL-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
21+50.005.450.00CL4.790.00EOT5.00-17.98EOT5.0017.97-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
-2.5%-2.5%
22+00.005.600.00CL-2.5%-2.5%4.930.00-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
B-2500C
X 6
0 5 10
5/26/20EXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINESHEAR LINE - Y1 INTERSECTIONSHEAR LINE - Y2 INTERSECTIONSHEAR LINE - Y1 INTERSECTIONSHEAR LINE - Y2 INTERSECTIONSHEAR LINE - Y1 INTERSECTIONSHEAR LINE - Y2 INTERSECTION22+50.00
L
L
L
5.750.00CL-2.5%-2.5%5.030.00-2.5%
4:13:1-2.5%
4
:13:1EOT5.00-30.00EOT5.3018.00PSPSSBP4.58-38.00SBP4.8826.00DPDPSSSS4.90-34.005.2022.002.58-46.002.8834.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
4.2238.027.52-60.8223+00.005.900.00CL-2.5%-2.5%5.090.00-2.5%
4:13:1-2.5%4:1 3:1EOT5.15-30.00EOT5.4518.00PSPSSBP4.73-38.00SBP5.0326.00DPDPSSSS5.05-34.005.3522.002.73-46.003.0334.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
4.1937.466.01-55.8423+50.005.980.00CL-2.5%-2.5%5.100.00-2.5%
4:13:1-2.5%
4
:13:1EOT5.23-30.00EOT5.5318.00PSPSSBP4.81-38.00SBP5.1126.00DPDPSSSS5.13-34.005.4322.002.81-46.003.1134.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
4.4037.877.11-58.92B-2500C
X 7
0 5 10
5/26/20EXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINE24+00.00
L
L
L
-2.5%-2.5%5.900.00CL5.100.00-2.5%
4:1
3:1-2.5%
4
:13:1EOT5.15-30.00EOT5.4518.00PSPSSBP4.73-38.00SBP5.0326.00DPDPSSSS5.05-34.005.3522.002.73-46.003.0334.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
4.4238.175.78-55.1524+50.005.750.00CL-2.5%-2.5%5.110.00-2.5%
4:1
3:1-2.5%4:1 3:1EOT5.00-30.00EOT5.3018.00PSPSSBP4.58-38.00SBP4.8826.00DPDPSSSS4.90-34.005.2022.002.58-46.002.8834.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
4.6939.415.59-55.0125+00.005.680.00CL-2.5%-2.5%5.140.00-2.5%
4:1
3:1-2.5%4:1 3:1EOT4.93-30.00EOT5.2318.00PSPSSBP4.51-38.00SBP4.8126.00DPDPSSSS4.83-34.005.1322.002.51-46.002.8134.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
4.7839.925.31-54.41B-2500C
X 8
0 5 10
5/26/20EXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINE25+50.00
L
L
L
-2.5%-2.5%5.750.00CL5.170.00-2.5%
4:13:1-2.5%
4
:13:1EOT5.00-30.00EOT5.3018.00PSPSSBP4.58-38.00SBP4.8826.00DPDPSSSS4.90-34.005.2022.002.58-46.002.8834.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
4.1537.814.83-52.7526+00.00
-2.5%-2.5%5.900.00CL5.190.00-2.5%
4:1
3:1-2.5%4:1 3:1EOT5.15-30.00EOT5.4518.00PSPSSBP4.73-38.00SBP5.0326.00DPDPSSSS5.05-34.005.3522.002.73-46.003.0334.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
5.1240.274.42-51.0626+50.006.050.00CL-2.5%-2.5%5.130.00-2.5%
4:1
3:1-2.5%
4
:13:1EOT5.30-30.00EOT5.6018.00PSPSSBP4.88-38.00SBP5.1826.00DPDPSSSS5.20-34.005.5022.002.88-46.003.1834.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
CC
4.5238.004.45-50.70B-2500C
X 9
0 5 10
5/26/20EXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINE27+00.00
L
L
L
6.130.00CL-2.5%-2.5%5.100.00-2.5%
4:1
3:1-2.5%4:1 3:1EOT5.41-28.60EOT5.6818.00PSPSSBP4.99-36.60SBP5.2626.00DPDPSSSS5.31-32.605.5822.002.99-44.613.2634.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
4.2937.114.88-50.2827+50.00
-2.5%-2.5%6.050.00CL5.110.00-2.5%
4:1
3:1-2.5%4:1 3:1EOT5.43-25.12EOT5.6018.00PSPSSBP5.01-33.12SBP5.1826.00DPDPSSSS5.33-29.125.5022.003.01-41.123.1834.00-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
CC
4.0936.724.40-45.3128+00.00
-2.5%-2.5%5.900.00CL5.070.00-2.5%
4:1
3.03:1-2.5%
4
:13.03:1EOT5.36-21.63EOT5.4717.39PSPSSBP4.94-29.63SBP5.0525.39DPDPSSSS5.26-25.635.3721.392.94-37.633.0533.39-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
CC
4.1436.714.41-42.08B-2500C
X 10
0 5 10
5/26/20EXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINE28+50.00
L
L
L
-2.5%-2.5%5.750.00CL4.990.00-2.5%
4:1
3:1-2.5%4:1 3:1EOT5.30-18.14EOT5.3416.64PSPSSBP4.88-26.14SBP4.9224.64DPDPSSSS5.20-22.145.2420.642.88-34.142.6733.64-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
CC
3.8237.094.10-37.8029+00.00
-2.5%-2.5%5.600.00CL4.880.00-2.5%
4:1
3:1-2.5%
4
:13:1EOT5.21-15.72EOT5.2115.88PSPSSBP4.79-23.72SBP4.7923.88DPDPSSSS5.11-19.725.1119.882.79-31.722.5432.88-8.0%12.5:1
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
3.8936.954.40-36.5729+50.005.450.00CL4.720.00-2.5%
4:1
3:1-2.5%
4
:13:1EOT5.08-14.91EOT5.0815.12PSPSSBP4.66-22.91SBP4.6623.12DPDPSSSS4.98-18.914.9819.122.29-32.412.4132.12-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
3.7736.213.07-34.77-2.5%-2.5%
B-2500C
X 11
0 5 10
5/26/20EXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINE30+00.00
L
L
L
5.300.00CL-2.5%-2.5%4.710.00-2.5%
4:1
3:1-2.5%4:1 3:1EOT4.95-14.09EOT4.9414.36PSPSSBP4.53-22.09SBP4.5222.36DPDPSSSS4.85-18.094.8418.362.53-30.092.5230.36-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
CC
3.2532.533.40-32.6930+50.005.150.00CL-0.8%-2.5%4.850.00-0.8%
4:1
3:1-2.5%
4
:13:1EOT5.05-13.28EOT4.8113.60PSPSSBP4.69-21.28SBP4.3921.60DPDPSSSS5.01-17.284.7117.602.69-29.282.3929.60-8.0%-8.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
C
C
3.2532.183.73-32.4031+00.00
+1.1%-2.5%5.030.00DP4.900.00+1.1%
-2.5%EOT5.16-12.47EOT4.7013.11PSPSSBP5.00-20.47SBP4.2821.115.20-16.474.6017.11-8.0%
-4.9%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
2.34-28.69DP3.70-32.77SSC 1.9427.59DPC 2.9830.71SS3:14:1
3:14:1B-2500C
X 12
0 5 10
5/26/20EXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINEEXISTING ROW LINE31+50.00
L
L
L
4.990.00CL3:12.37-28.51DP3.01:1
+2.0%-2.5%1.8626.88DPF
FSSSS4.960.00+2.0%
-2.5%EOT5.23-12.14EOT4.6613.23PSPSSBP5.15-20.14SBP4.2421.235.31-16.144.5617.23-8.0%
-4.0%
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
B-2500C
X 13
0 5 10
5/26/20EXISTING ROW LINEEXISTING ROW LINE31+70.00
L
END CONSTRUCTION