U5710A_Permit Drawings_20190821

(Version 2.08; Released April 2018)
50115.1.2 TIP No.:U-5710A County(ies):New Hanover Page 1 of 2
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:2040 Existing:Year:
Aquatic T&E Species?No Comments:
No N/A
N/A
Wetlands within Project Limits?
High Quality Waters (HQW)
None
Supplemental Classification:
Commercial/Residential
UT to Bradley Creek 18-87-24-4-(1)
N/A
0.251 miles
Project Description
Proposed Project
White OakRiver Basin(s):
City/Town:
4.7
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Yes
[e-mail]
Address:
8/15/2019
New HanoverWilmington
Michael Bass
Castle Hayne, NC 28429
WBS Element:
New LocationWBS Element:
Joshua MassrockNCDOT Contact:
910-341-2000
Suit 900
Raleigh, NC 27601
Contractor / Designer:
919-232-6631
555 Fayetteville St.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
5501 Barbados Blvd.Address:
General Project Information
U-5710A50115.1.2
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
Project Description: The proposed project (U-5710A) is a new alignment connector between US 74 (Eastwood Road) and SR 1409 (Military Cutoff Road) in New Hanover
County, NC.

Impact Minimization Efforts: The team has designed a 2' Base Tail Ditch (Detail A) to receive roadway runoff from the project to minimize direct runoff into the adjacent
jurisdictional stream. The tail ditch is approximately 42' long with 3:1 side slopes with a ditch slope of 0.6%.
N/ABuffer Rules in Effect:SA
mercury (Hg)
N/A
(4) 12'-0" travel lanes with curb and gutter and 33'-0" grass median.
Waterbody Information
N/A
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 SCNCDWR Surface Water Classification for Water Body
ac.
N/A - New Alignment
24,000
[e-mail]
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)
DMH
Impacts
Wetland & Stream
SHEET __ OF __
PERMIT DRAWING
SITE 1
SITE 2
VICINITY MAP
(NOT TO SCALE)
V
=
=
=MPH
ADT
ADT

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
0
00
C
O
N
T
R
A
C
T
:
A
R
T
MEN
N
A
S
O
H
D
E
P
T
O
F TRA SPORT
T
IO
N
T
A TEOFN RT
CAR
O
LI
N
A
N
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:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
Prepared by the Office of:
2020
2040
STATEWIDE TIER
PHILLIP E. ROGERS, PE
CASEY E. HARRIS, PE
PROPOSED TRAFFIC SIGNAL
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
N.C.
SHEET
1
P.E.
TOTAL
SHEETS
T
I
P

P
R
O
J
E
C
T
:
0
9
/
0
8
/
9
9
See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Symbols
NAD 83/NA 2011
NCDOT CONTACT
TYPE OF WORK:
LOCATION:
2018 STANDARD SPECIFICATIONS
LENGTH ROADWAY TIP PROJECT U-5710A =
GRADING, PAVING, DRAINAGE AND SIGNALS
MILES
U-5710A
NEW HANOVER COUNTY
U
-
5
7
10
A
40
URBAN COLLECTOR
4,800
24,000
AND SR 1409 (MILITARY CUTOFF RD.)
CONNECTION BETWEEN US 74 (EASTWOOD RD.)
NEW LOCATION NORTHWESTERN QUADRANT
74
TO

W
RIG
H
TSVILLE
BEA
C
H

TO

M
LK
JR
PKW
Y
TO OLEANDER DR.
TO MARKET ST.
U
S

7
4

(EA
S
TW
O
O
D

RD
.)
MILESTOTAL LENGTH TIP PROJECT U-5710A =
76
GALLEON LN.
MICHAEL BASS
-Y2-
CLIPPER LN.
PORTSIDE DR.
US 74 (
E
AS
T
W
O
O
D
R
D.)
DRYSDALE DR.
SR
14
11 (
W
RI
G
H
TSVI
LLE
AVE.)
SR 2782 (WRIGHTSVILLE AVE.)
MODIFIED TRAFFIC SIGNAL
THERE IS PARTIAL CONTROL OF ACCESS ON THIS PROJECT
50115.1.2 N/A
76
US 74 (
E
AS
T
W
O
O
D
R
D.)
74
76
-L- STA. 23+68.78
END TIP PROJECT U-5710A
-L- STA. 10+44.11
BEGIN TIP PROJECT U-5710A
-Y2- STA. 11+51.74
END CONSTRUCTION
5 6
7
D
R
Y
S
D
A
L
E
D
R.
7
5
%

P
LA
N
S
20 10 20 40
20 10 20 40
5 2.5 5 10
PEMBROKE JONES DR.
AL
L
E
NS
L
N.
AL
L
E
NS
L
N.
R
O
G
E
R
VI
L
L
E
R
D.
RO G E RV IL L E RD .
BAY CREEK DR.
VERRAZZANO DR.
0.251
0.251
-L-
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III.
LETTING DATE:
APRIL 21, 2020
-
Y3
-
THIS PROJECT IS WITHIN THE MUNICIPLE BOUNDARIES OF WILMINGTON
US 17 (MILITARY CUTOFF RD.)
U
S
17

M
ILITARY
C
U
TO
FF
RD
.
17
17
17
JANUARY 21, 2019
4
L
N.
VI
KI
N
G
-
Y4
-
-Y5-
-Y3- STA. 11+94.81
END CONSTRUCTION
-Y2- STA. 10+46.41
BEGIN CONSTRUCTION
PROJECT
END
PROJECT
BEGIN
1S
F
D
1S
F
D 1S
F
D
1S
F
D
1S
F
D1S
F
D1S
F
D
80" BLK WALL
80" BLK WALL
CLIPPER LN 18' BST
CLIPPER LN 18' BST
CONC
20.5'
CONC
21'
CONC
21'
15" C&G
168
TOP=24.42'
OUT=19.07'8" PVC
1S
F
D
1S
F
D
1S
F
D
C
ON
C
2
1'
C
ONC
2
1'
CON
C
2
1'
C
ONC
2
1'
LT
ECM
E
IP
(NW) IN=19.10'
(NE) IN=19.12'
48" CHL
CONC
B
K 4
8
" WIRE
S
48" WIRE
I
S
F
D
BL-3
BL-4
80" BLK WALL
WOODS
WOODS
SHEET __ OF __
PERMIT DRAWING
F
F
F
F
F
F
F
C
C
C
F
FF
F
C
-Y3- POT Sta. 10+00.00
-L- POC Sta. 15+12.47 =
-Y3- POT Sta. 12+04.82
-
Y3
-
15+00
CR
CR
CR
CR CR
CR
SURFACE WATER
DENOTES IMPACTS INSS
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
LEGEND:
SITE 1
M
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1
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+
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0
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1
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0
0
,

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5
U-5710A 6
NAD 83/ NA 2011
SEE SHEET 9 FOR -Y3- PROFILE
SEE SHEET 8 FOR -L- PROFILE
PROPOSED SIGNAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
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ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

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HYDRAULICS
AC C A
AC
AC
SEE DETAIL 'A'
2' BASE TAIL DITCH
POND
B
3:13:
1 D
( Not to Scale)
2' BASE TAIL DITCH
FROM STA. 19+42 TO STA. 20+00 -L- LT
DETAIL A
B= 2 Ft.
Min. D= 3 Ft.
Ground
Natural
Ground
Natural
Length = 42 FT
Slope = 0.6%
CB(F)
15" RCP-IV
15" RCP-IV 15" RCP-III CB(F)
CB(G)
CB(G)
CB(G)
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
CB(G)
CB(G)
18" RCP-IV 18" RCP-IV
15" RCP-IV CB(F)
CB(G)
CB(F)
15" RCP-IV
RCP-III
30"
2
4
"

RC
P
-
IV
15" RCP-IV
1S
F
D
1S
F
D 1S
F
D
1S
F
D
1S
F
D1S
F
D1S
F
D
80" BLK WALL
80" BLK WALL
CLIPPER LN 18' BST
CLIPPER LN 18' BST
CONC
20.5'
CONC
21'
CONC
21'
15" C&G
168
TOP=24.42'
OUT=19.07'8" PVC
1S
F
D
1S
F
D
1S
F
D
C
ON
C
2
1'
C
ONC
2
1'
CON
C
2
1'
C
ONC
2
1'
LT
ECM
E
IP
(NW) IN=19.10'
(NE) IN=19.12'
48" CHL
CONC
B
K 4
8
" WIRE
S
48" WIRE
I
S
F
D
BL-3
BL-4
80" BLK WALL
WOODS
WOODS
SHEET __ OF __
PERMIT DRAWING
1
9
2
0
2
1
2
1
22
22
2
2
2
2
2
2
22
23
23
23
2
3
2
3
23
2
3
23
24
24
24
2
4
2
5
2
5
25
F
F
F
F
F
F
F
C
C
C
F
FF
F
C
-Y3- POT Sta. 10+00.00
-L- POC Sta. 15+12.47 =
-Y3- POT Sta. 12+04.82
-
Y3
-
15+00
CR
CR
CR
CR CR
CR
SURFACE WATER
DENOTES IMPACTS INSS
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
LEGEND:
SITE 1
M
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C
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L-

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.

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6
0
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5
U-5710A 6
NAD 83/ NA 2011
SEE SHEET 9 FOR -Y3- PROFILE
SEE SHEET 8 FOR -L- PROFILE
PROPOSED SIGNAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
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ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

RE
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HYDRAULICS
AC C A
AC
AC
SEE DETAIL 'A'
2' BASE TAIL DITCH
POND
B
3:13:
1 D
( Not to Scale)
2' BASE TAIL DITCH
FROM STA. 19+42 TO STA. 20+00 -L- LT
DETAIL A
B= 2 Ft.
Min. D= 3 Ft.
Ground
Natural
Ground
Natural
Length = 42 FT
Slope = 0.6%
CB(F)
15" RCP-IV
15" RCP-IV 15" RCP-III CB(F)
CB(G)
CB(G)
CB(G)
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
CB(G)
CB(G)
18" RCP-IV 18" RCP-IV
15" RCP-IV CB(F)
CB(G)
CB(F)
15" RCP-IV
RCP-III
30"
2
4
"

RC
P
-
IV
15" RCP-IV
CLEARING LIMITS WETLANDS
SHEET __ OF __
PERMIT DRAWING
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
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
P
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20 20
30 30
10 10
17+00.00
20 20
30 30
10 10
17+50.00
20 20
30 30
10 10
18+00.00
X-3U-5710A
-L-
5 10
SITE 1
0.0250.025
-Y3-
FENCE
EXIST. PRIVACY
4:1 2
3
.
0
8
22.15
FENCE
EXIST. PRIVACY
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3:1
2
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FENCE
EXIST. PRIVACY
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5
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2
5
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4
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2
4
.
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0.025 2
5
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2
1
2
5
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6
1
21.96
FENCE
EXIST. PRIVACY
FENCE
EXIST. PRIVACY
0.0254:1 2
4
.
0
4
2
4
.
0
4
0.025 2
5
.
0
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2
5
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FENCE
EXIST. PRIVACY
0.0254:1 2
3
.
8
4
2
3
.
8
4
0.025 2
4
.
8
8
2
5
.
2
8
23.49
SHEET __ OF __
PERMIT DRAWING
U-5710A 6A
SEE SHEET 9 FOR -Y3- PROFILE
SEE SHEET 8 FOR -L- PROFILE
PROPOSED SIGNAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
R
O
W

R
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.

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5
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

RE
VIS
IO
N
S

HYDRAULICS
NAD 83/ NA 2011
F
F
F
F
-L
-
P
C

S
ta
.
2
0
+
3
1.4
3
-Y
2
-
PO
T

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ta
. 1
1+
7
8
.2
3
20+00
S
A
LEGEND:
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S
TS
S
TS
SITE 2
24" RCP-III
SEE DETAIL 'A'
2' BASE TAIL DITCH
R
ELO
CAT
IO
N
CHAN
N
EL
SEE
D
ETA
IL
'C'
( Not to Scale)
DETAIL C
CHANNEL RELOCATION

Type of Liner= CL I Rip-Rap
EST. 110 SY GEO-TEXTILE
EST. 80 TONS
STA. 19+80 -L- LT
ONLY
ON BANKS
GEOTEXTILE1.5'
Ground
Natural
Ground
Natural
B
D 3:13:1
B= 5 Ft.
Min. D= 3 Ft.Length = 60 FT
Slope = 0.3%
B
3:13:
1 D
( Not to Scale)
2' BASE TAIL DITCH
FROM STA. 19+42 TO STA. 20+00 -L- LT
DETAIL A
B= 2 Ft.
Min. D= 3 Ft.
Ground
Natural
Ground
Natural
Length = 42 FT
Slope = 0.6%
15"
R
C
P-I
V
15" RCP-IV
CB(G)
CB(G)
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
C
B
(F
)
C
B
(E
)
C
B
(F
)
C
B
(G
)
15
"
RC
P
-IV

RC
P-I
V
15"
15" RCP-IV
w
/M
H
JB
JB
w
/M
H
18
" RC
P-IV
60"
R
CP-III
CB(G)
HW
15" RCP-IV
RCP-III
30"
60"
RCP
-
II
I
60" RCP-III
2
4
"

R
C
P
-
I
V
15" RCP-IV
48" 3SB
W
48" 3SBW
48" 3SB W
48" 3SB
W
BL-4
BL-5
B
L
-6
WOODS
WOOD
S
WOOD
S
SHEET __ OF __
PERMIT DRAWING
U-5710A 6A
SEE SHEET 9 FOR -Y3- PROFILE
SEE SHEET 8 FOR -L- PROFILE
PROPOSED SIGNAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
R
O
W

R
E
V
.

-

J
U
N
E

19
,

2
0
19

-

A
D
D
E
D

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&

2
.

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N
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D
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D

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A
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O
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P
A
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LS

3

&

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ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

RE
VIS
IO
N
S

HYDRAULICS
NAD 83/ NA 2011
F
F
F
F
-L
-
P
C

S
ta
.
2
0
+
3
1.4
3
-Y
2
-
PO
T

S
ta
. 1
1+
7
8
.2
3
20+00
S
A
17
17
17
18
18
18
18
18
19
19
19
19
19
20
20 20
20
20
2
0
2
0
20
20
20
20
21
21
2
1
21 21
2
1
2
1
2
1
21
22
22
2
2
22
22
2
2
22
2
2
22
2
2
2
2
2
3
23
23
23
2
3
23
23
23
2
4
LEGEND:
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S
TS
S
TS
SITE 2
24" RCP-III
SEE DETAIL 'A'
2' BASE TAIL DITCH
R
ELO
CAT
IO
N
CHAN
N
EL
SEE
D
ETA
IL
'C'
( Not to Scale)
DETAIL C
CHANNEL RELOCATION

Type of Liner= CL I Rip-Rap
EST. 110 SY GEO-TEXTILE
EST. 80 TONS
STA. 19+80 -L- LT
ONLY
ON BANKS
GEOTEXTILE1.5'
Ground
Natural
Ground
Natural
B
D 3:13:1
B= 5 Ft.
Min. D= 3 Ft.Length = 60 FT
Slope = 0.3%
B
3:13:
1 D
( Not to Scale)
2' BASE TAIL DITCH
FROM STA. 19+42 TO STA. 20+00 -L- LT
DETAIL A
B= 2 Ft.
Min. D= 3 Ft.
Ground
Natural
Ground
Natural
Length = 42 FT
Slope = 0.6%
15"
R
C
P-I
V
15" RCP-IV
CB(G)
CB(G)
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
C
B
(F
)
C
B
(E
)
C
B
(F
)
C
B
(G
)
15
"
RC
P
-IV

RC
P-I
V
15"
15" RCP-IV
w
/M
H
JB
JB
w
/M
H
18
" RC
P-IV
60"
R
CP-III
CB(G)
HW
15" RCP-IV
RCP-III
30"
60"
RCP
-
II
I
60" RCP-III
2
4
"

R
C
P
-
I
V
15" RCP-IV
48" 3SB
W
48" 3SBW
48" 3SB W
48" 3SB
W
BL-4
BL-5
B
L
-6
WOODS
WOOD
S
WOOD
S
CONC
21'1SFD
RIP RAP
24" C&G
8
0
"
B
L
K
W
A
L
L
80" BLK WALL
30" C&G
SR 1409 MILITARY CUTOFF RD 85' BST
CONC ISL
DR
YS
D
ALE
DR 18' BST
120" BST
CONC21'
CONC21'
15" C&G
W
HH
HH
S
HH
HH
HH
E
M
TRAFFIC
170
176
177
178179
180
181
S
TOP=24.22'OUT=19.28'OUT=21.10'
TOP=24.24'
NO FLOW
RISER FULL OF WATER
FLOW LINE
OUT=20.40'TOP=23.70'
IS UNDER PAVEMENTPOSSIBLE JB8" PVC
36" RCP
48" RCP
24" RCP
INV=20.24'
BOT. BOX
2
4
"
R
C
P
12" CMP
2
4
" R
C
P
2
4
" C
M
P
5
4
" RC
P
1SFD
1SFD
1SFD
1SFD
1SFD
BOT. OF BOX INV=21.60'
TOP=24.86'
BOT. OF BOX INV=16.66'
DMH
WOODS
WOODS
WOODS
WOODS
TOP=25.35'
24" RCP IN=20.63'
36" RCP IN=19.00'
48" RCP IN=16.25'
OUT=16.20'FES OUT=15.05'
DMHIN=18.48'OUT=17.83'
GRATE TOP=19.50'
RISER
TOP=19.69'
RIP RAP
TOP=24.33'
IN=20.11'
OUT=20.08'DI
THROAT OF BOX
GRATE ELEVATED ABOVE
TOP=22.53'
OUT=20.76'
PLASTIC DI
TOP=23.37'
OUT=19.67'
TRAFFIC
DI
CB
POSTPLASTIC
POSTPLASTIC
POSTPLASTIC
POSTPLASTIC
POSTPLASTIC
POSTPLASTIC
MARKERUTILITYCARSONITER/W
TRAFFIC
SPIKE
DIP
DIP
10' DRAINAGE EASEMENT
R/W MON
R/W MON
ECM
ECM
EIP
100.00'
EXISTING R/W
EXISTING R/W
72.3'
K1856G
W
K1857G
W
K1858G
W
K1859G
WK1860G
W
K1861G
W
IN=20.40'
12" CMP
12" CMP
12" CMP
END NOT FOUND
(SW) IN=19.78'
BL-5
80" BLK WALL
48" WIRE
48
" 3
S
B
W
4
8"
3
S
BW
15" C
&
G
CONC
CLIPPER LN 18' BST
21' CONC
2
1'
CONC
19' CONC
(UNABLE TO TRACE)
APPROX. WATER LOCATION
BL-5
BL-6
U5710-5
80" BLK WALL
WOODS
WOODS
WOODS
SHEET __ OF __
PERMIT DRAWING
F
F
F
F
F
F
F
F F
-L- POT Sta. 24+06.05
-L- PT Sta. 23+10.34
-Y2- POT Sta. 10+00.00
-L- PC Sta. 20+31.43
-Y2- POT Sta. 11+78.23
-Y2-
20+00
SURFACE WATER
DENOTES IMPACTS INSS
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND:
SITE 2
M
A
T
C
H
L
I
N
E
-
L
-

S
T
A.
1
9
+
6
0
,
S
E
E
S
H
E
E
T
6
NAD 83/ NA 2011
U-5710A 7
MODIFIED SIGNAL
SEE SHEET 9 FOR -L- PROFILE
13
14
ETHEL L. REYNOLDS
THOMAS HERGA
DB 5654 PG 0358
MB 32 PG 295
DB 4902 PG 0969
MB 32 PG 295
DB 2288 PG 544
EASTPORT HOA INC
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.
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

RE
VIS
IO
N
S

P
E
N
T
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS
CHORD
AC
AC
FUTURE ROW
176.43' RT
-L- +48.83
176.42' RT
-L- +57.53
C
H
O
RD
C
H
O
R
D
POND
24" RCP-III
SEE DETAIL 'B'
CHANNEL IMPROVEMENTS
RELOCATION
CHANNEL
SEE DETAIL 'C'
( Not to Scale)
DETAIL C
CHANNEL RELOCATION

Type of Liner= CL I Rip-Rap
EST. 110 SY GEO-TEXTILE
EST. 80 TONS
STA. 19+80 -L- LT
ONLY
ON BANKS
GEOTEXTILE1.5'
Ground
Natural
Ground
Natural
B
D 3:13:1
B= 5 Ft.
Min. D= 3 Ft.Length = 60 FT
Slope = 0.3%
B
3:13:
1 D
( Not to Scale)
CHANNEL IMPROVEMENTS
FROM STA. 22+81 TO STA. 23+24 -L- LT
DETAIL B
Min. D= 3 Ft.
B= 5 Ft.
Ground
Natural
Ground
Natural
Length = 80 FT
Slope = 0.3%
REM
O
VE
REMOVE
RETAIN
RETAIN
R
E
TA
IN
15"
R
C
P-
I
V
RCP-IV

15"
RETAIN
RETAIN
CB(F)
CB(G)
CB(G)
CB(E)
CB(E)
CB(F)
w/MH
TB JB
CB(G)
CB(E)
15" RCP-IV
CB(E)
RETAIN
RETAIN
CB(G)
REMOVE
REMOVE
24" RCP-III
15"
R
C
P-
I
V
15" RCP-IV
RCP-IV

15"
w/MH
JB
HW
w/MH
JB
JB w/MH
18
"

RC
P-
IV
w/MH
JB
60"
R
C
P-III
60" RCP-III
HW
STORMWATER BASIN
EASTPORT HOA
STRUCTURE
DRAWDOWN
60" RCP-III
60"
R
CP-III
3
6
" RC
P-IV
RCP-IV 15"
RETAIN
12" CMP
REMOVE
H
D
P
E
1
5
"
CONC
21'1SFD
RIP RAP
24" C&G
8
0
"
B
L
K
W
A
L
L
80" BLK WALL
30" C&G
SR 1409 MILITARY CUTOFF RD 85' BST
CONC ISL
DR
YS
D
ALE
DR 18' BST
120" BST
CONC21'
CONC21'
15" C&G
W
HH
HH
S
HH
HH
HH
E
M
TRAFFIC
170
176
177
178179
180
181
S
TOP=24.22'OUT=19.28'OUT=21.10'
TOP=24.24'
NO FLOW
RISER FULL OF WATER
FLOW LINE
OUT=20.40'TOP=23.70'
IS UNDER PAVEMENTPOSSIBLE JB8" PVC
36" RCP
48" RCP
24" RCP
INV=20.24'
BOT. BOX
2
4
"
R
C
P
12" CMP
2
4
" R
C
P
2
4
" C
M
P
5
4
" RC
P
1SFD
1SFD
1SFD
1SFD
1SFD
BOT. OF BOX INV=21.60'
TOP=24.86'
BOT. OF BOX INV=16.66'
DMH
WOODS
WOODS
WOODS
WOODS
TOP=25.35'
24" RCP IN=20.63'
36" RCP IN=19.00'
48" RCP IN=16.25'
OUT=16.20'FES OUT=15.05'
DMHIN=18.48'OUT=17.83'
GRATE TOP=19.50'
RISER
TOP=19.69'
RIP RAP
TOP=24.33'
IN=20.11'
OUT=20.08'DI
THROAT OF BOX
GRATE ELEVATED ABOVE
TOP=22.53'
OUT=20.76'
PLASTIC DI
TOP=23.37'
OUT=19.67'
TRAFFIC
DI
CB
POSTPLASTIC
POSTPLASTIC
POSTPLASTIC
POSTPLASTIC
POSTPLASTIC
POSTPLASTIC
MARKERUTILITYCARSONITER/W
TRAFFIC
SPIKE
DIP
DIP
10' DRAINAGE EASEMENT
R/W MON
R/W MON
ECM
ECM
EIP
100.00'
EXISTING R/W
EXISTING R/W
72.3'
K1856G
W
K1857G
W
K1858G
W
K1859G
WK1860G
W
K1861G
W
IN=20.40'
12" CMP
12" CMP
12" CMP
END NOT FOUND
(SW) IN=19.78'
BL-5
80" BLK WALL
48" WIRE
48
" 3
S
B
W
4
8"
3
S
BW
15" C
&
G
CONC
CLIPPER LN 18' BST
21' CONC
2
1'
CONC
19' CONC
(UNABLE TO TRACE)
APPROX. WATER LOCATION
BL-5
BL-6
U5710-5
80" BLK WALL
WOODS
WOODS
WOODS
SHEET __ OF __
PERMIT DRAWING
1
9
20
20
20
21
21
22
22 2
2
22
22
22
2222
2
32323
23
23
2
3
23
23
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2
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2
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2
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24 25
2
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2
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2
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2
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F
F
F F
-L- POT Sta. 24+06.05
-L- PT Sta. 23+10.34
-Y2- POT Sta. 10+00.00
-L- PC Sta. 20+31.43
-Y2- POT Sta. 11+78.23
-Y2-
20+00
SURFACE WATER
DENOTES IMPACTS INSS
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND:
SITE 2
M
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NAD 83/ NA 2011
U-5710A 7
MODIFIED SIGNAL
SEE SHEET 9 FOR -L- PROFILE
13
14
ETHEL L. REYNOLDS
THOMAS HERGA
DB 5654 PG 0358
MB 32 PG 295
DB 4902 PG 0969
MB 32 PG 295
DB 2288 PG 544
EASTPORT HOA INC
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HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

RE
VIS
IO
N
S

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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS
CHORD
AC
AC
FUTURE ROW
176.43' RT
-L- +48.83
176.42' RT
-L- +57.53
C
H
O
RD
C
H
O
R
D
POND
24" RCP-III
SEE DETAIL 'B'
CHANNEL IMPROVEMENTS
RELOCATION
CHANNEL
SEE DETAIL 'C'
( Not to Scale)
DETAIL C
CHANNEL RELOCATION

Type of Liner= CL I Rip-Rap
EST. 110 SY GEO-TEXTILE
EST. 80 TONS
STA. 19+80 -L- LT
ONLY
ON BANKS
GEOTEXTILE1.5'
Ground
Natural
Ground
Natural
B
D 3:13:1
B= 5 Ft.
Min. D= 3 Ft.Length = 60 FT
Slope = 0.3%
B
3:13:
1 D
( Not to Scale)
CHANNEL IMPROVEMENTS
FROM STA. 22+81 TO STA. 23+24 -L- LT
DETAIL B
Min. D= 3 Ft.
B= 5 Ft.
Ground
Natural
Ground
Natural
Length = 80 FT
Slope = 0.3%
REM
O
VE
REMOVE
RETAIN
RETAIN
R
E
TA
IN
15"
R
C
P-
I
V
RCP-IV

15"
RETAIN
RETAIN
CB(F)
CB(G)
CB(G)
CB(E)
CB(E)
CB(F)
w/MH
TB JB
CB(G)
CB(E)
15" RCP-IV
CB(E)
RETAIN
RETAIN
CB(G)
REMOVE
REMOVE
24" RCP-III
15"
R
C
P-
I
V
15" RCP-IV
RCP-IV

15"
w/MH
JB
HW
w/MH
JB
JB w/MH
18
"

RC
P-
IV
w/MH
JB
60"
R
C
P-III
60" RCP-III
HW
STORMWATER BASIN
EASTPORT HOA
STRUCTURE
DRAWDOWN
60" RCP-III
60"
R
CP-III
3
6
" RC
P-IV
RCP-IV 15"
RETAIN
12" CMP
REMOVE
H
D
P
E
1
5
"
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 15+80 to 16+30 -L- Roadway Fill 0.038 0.007
2 19+50 to 23+68.78 -L-60" RCP 0.094 372
Channel Improvements 0.015 0.004 91 25
Channel Relocation 0.010 0.002 62 9
TOTALS*:0.038 0.000 0.000 0.007 0.000 0.119 0.006 525 34 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24 SHEET OF
50115.1.2
08/19/2019
NEW HANOVER
NC DEPARTMENT OF TRANSPORTATION
U-5710A
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS