20190370 Ver 1_U-4906 HYD_Permit_drawing_08-12-2021_20211021

Highway
Stormwater
,,,,,,,—
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN \`
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 40255.1.1 TIP No.: U-4906 County(ies): Onslow Page 1 of 3
General Project Information
WBS Element:
40255.1.1 ITIP Number: U-4906 Project Type: Date: 8/10/2021
NCDOT Contact:
Mason Herndon
Contractor / Designer:
HNTB North Carolina, P.C. / James Byrd, P.E.
Address:
5501 Barbados Blvd.
Castle Hayne, NC 28429
Address:
343 E. Six Forks Road
Suite 200
Raleigh, NC 27609
Phone:
[phone]
Phone:
[phone]
Email:
tmherndonencdot.gov
Email:
'ab rd(8 hntb.com
City/Town:
Jacksonville
County(ies):
Onslow
River Basin(s):
White Oak
CAMA County?
Yes
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
6.61 Surrounding Land Use: Rural
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
23.1 ac.
22.1 ac.
Typical Cross Section Description:
4 - 12' asphalt paved lanes, 2' paved shoulders, and grass shoulders sloped at 3:1 or
flatter
2 - 11' asphalt paved lanes
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 41,000 Year: 2040
Existing: 23,000 Year: 2019
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
State project U-4906 involves widening SR 1308 (Gum Branch Road) from the west of Mills Fields Road (SR 1313) to East of Ramsey Road (SR 1324), adding 2 foot paved
shoulders to each side of Gum Branch Road, and improving intersections at Cow Horn Road, Quaker Bridge Road, Mendover Drive, and Ramsey Road. There are three
existing crossings at Unnamed Tributaries to the New River. Wetlands present within the project area.
Waterbody Information
Surface Water Body (1): Bachelors Delight Swamp
NCDWR Stream Index No.:
19-5
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
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 Na rative)

Highway
Stormwater
,,,,,,,,,,,
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN ,.
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 40255.1.1 TIP No.: U-4906 County(ies): Onslow Page 2 of 3
Additional Waterbody Information
Surface Water Body (2): UT to Half Moon Creek
NCDWR Stream Index No.:
19-6
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water
Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
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 Na
rative)
Surface Water Body (3):
UT to New River
NCDWR Stream Index No.:
19-1
NCDWR Surface Water Classification for
Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
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 Na rative)
Surface Water Body (4): Cowhorn Swamp
NCDWR Stream Index No.:
19-4
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
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 Na rative)

(Version 2.08; Released April 2018)TIP No.:40255.1.1County(ies):Onslow Page 3of3Sheet No.Station & Coordinates (Road and Non Road Projects)Surface Water BodyRiprap TypeDrainage Area(ac)Conveyance Structure-L- 155+67 RT34.87092,-77.49642-Y2 REV- 17+47 RT34.86993,-77.49676Preformed Scour Holes and Energy DissipatorsN/A46.0Pipe 48"1.21.7WBS Element:Class I13(3)UT to New River(3)UT to New River13Highway Stormwater ProgramAdditional CommentsNorth Carolina Department of TransportationStd. Riprap Pad 191.0V10(fps)Energy Dissipator TypeStd. Riprap PadSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSBMP Associated w/ Buffer Rules?Pipe21.0Class 'B'Q10(cfs)Pipe/Structure Dimensions(in)9.0 N/A30"* Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.
SHEET 1 OF 22
PERMIT DRAWING
WETLAND AND SURFACE WATER IMPACTS PERMIT
DRIVEHOLLOWHIDDEN
-Y1-LANEROBERTFIELD ROADWHALEYBOULEVARDSTATESI
DER
O
A
DWI
N
DI
N
G
RI
VE
R SR 1380ERI
CA LANE-Y3-COURTTHOMPSONGILBERTN BRYAN ROADDRIVEBRIDLEWOODEMILY LOOP-Y4-RUNSQUI
RESONSLOW COUNTY
25 50 10050
25 50 10050
5 10 2010
D
T
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
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
Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99U-4906DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
0
8/10/2021...\U-4906_HYD_PRM_PSH1_TSH.dgnHNTBTIP PROJECT:U-4906ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NANC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
NCDOT CONTACT
2019
2040
23000
60/50V**
* TTST =1%DUAL 3%
MINOR ARTERIAL
FUNC CLASS =
STATEWIDE TIER
8
60
4
4
567
8910 11 12
13
14 15
16
17 18
1
9
2021 22 232425SR 1311SR 1308SR 1938SR 1314SR 1316SR 13532031SRSR 1386SR 1323SR 2017S R 1 3 2 4
SR 1308
NEW RIVER
SR 1322CREEKRUNS
QUI
RES N
EW
RI
VERGUM
BRANCH
SR 1314SR 1316HALFMOONCREEKRUNMILLSSWA
MP
JENKINS
258
24
24258
VICINITY MAP
TOTAL LENGTH OF TIP PROJECT U-4906
LENGTH OF ROADWAY TIP PROJECT U-4906
40255.1.1
EXISTING TRAFFIC SIGNAL
TO RICHLANDS
(GUM BRANCH ROAD)SR 1308 (MILLS FIEL
DS R
O
A
D)
SR 1313 ROAD)BRIDGE(QUAKERSR 1938(NW BRIDGE ROAD)SR 1314ROAD)THOMPSON(EMMASR 1382BOULEVARD)(COUNTRY CLUBSR 1390(RHODESTOWN ROAD)SR 1316(HOWARD ROAD)SR 1353ROAD)(TIMOTHYSR 1388(McARTHUR DRIVE)SR 1379(
MENDOVER DRIVE)
SR 2031
DRIVE)(MILL PONDSR 1986CHURCH ROAD)
(HALF MOONSR 1323(BAYSDEND DRIVE)SR 1994(RAMSEY ROAD)SR 1324DRIVE)(EDGEWOODSR 1937TO JACKSONVILLE
P.E.
PROJECT
BEGIN
PROJECT
END
= 6.605 MILES
= 6.605 MILES
STP-1308(12)
41000
26
40255.2.2 STP-1308(12)
40255.3.3 STP-1308(12)
R.O.W., UTIL.
CONST.
-L-
-L-
-L1-
-
L1-
-L- POT STA 30+50.00
BEGIN TIP PROJECT U-4906
BEGIN CONSTRUCTION
-L1- POT STA 81+55.00
END TIP PROJECT U-4906
END CONSTRUCTION-Y2REV-CONTRACT: C203649
AND 50 MPH FROM QUAKER BRIDGE ROAD TO EDGEWOOD DRIVE
** DESIGN SPEED IS 60 MPH FROM SQUIRES RUN BRIDGE TO QUAKER BRIDGE ROAD
MICHAEL BASS
-L1- STA 46+70.00
END CONSTRUCTION90% PLAN SUBMITTAL-L1- STA 23+25.00
BEGIN RESURFACING
END CONSTRUCTION
-L1- STA 58+82.30
END RESURFACING
BEGIN CONSTRUCTION
-L- POT STA 280+00.00
BEGIN RESURFACING
END CONSTRUCTION
-L1- STA 44+52.50
BEGIN CONSTRUCTION
JUNE 28, 2017
(COW HORN ROAD)SR 1311C
R
E
EK
D
R-Y
5- RO
C
K

S
WAMPCOW HORN2018 STANDARD SPECIFICATIONS
DOUGLAS M. WHEATLEY, PE
-L1- STA 10+00.00
-L- STA 307+68.37 =
See Sheet 1A For Index of Sheets
-L1- POT STA 13+73.34
BEGIN CONSTRUCTION
-L1- POT STA 14+00.00
END RESURFACING
MILLS FIELDS RD (SR 1313) TO EAST OF RAMSEY ROAD (SR 1324)
GUM BRANCH ROAD (SR 1308) - WIDENING FROM THE WEST OF
AND SIGNALS
GRADING, PAVING, DRAINAGE
See Sheet 1B For Conventional Symbols Sheet
PROPOSED TRAFFIC SIGNAL
NORTH RO
LINA
DOUG
LAS M.W HEATEYLACPESSIONALFORNEERNGI
E
SEAL
36786
E ERFESONALNG
RNNPOSI
INE
ORTHCAROLIA
SEAL
15764J A
M
E

S A. B Y R D
SEPTEMBER 21, 2021
JACQUELINE MARROQUIN, EI
18A
Jenkins
Swamp
Swamp Juniper
Swamp
Juniper
Swa
mp
CowhornSwampCowhornSwamp1.18
.30
.50
NAD 83/ NSRS 2007
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
GR GR15" RCP
GRAVEL
15" RCP 15' GR15" RCP
15' SOIL&GR
18" RCP
15" RCP10' GR GR
15" RCP 15" RCP 18" RCP S48" CHL
36" ELECTRIC
142"x91" CMAP (4-PIPES)48" WI
REPASTURE
CULTIVATED FIELDCULTIVATED FIELDCULTIVATED FIELD
GR
EIR EIP
PK PK
EIREIR
PK
DB 3969 PG 456
ANDREW WESTON, et al
DB 4111 PG 641
DB 4044 PG 431
SOPHIE CHAON 29°14'39" W115.16'S 89°56'14" W
77.91'N 36°25'
3
1" W97.73'
N 15°15'04" W91.11'
S 74°58'58" W
146.73'S 62°58'13" W150.70'N 45°24'24" W1
06.93'
N 73°33'15" E
155.80'
N 11°23'50" W53.18'N
3
4°
3
2'
0
2" W2
0
0.
2
5'S 29°18'54" W116.72'N 59°14'49" W
74.05'
N 80°12'29" E
46.77'N 27°32'53" E110.07'S 44°14'06" E82.41'
S
52
°34'17
" E
103
.70'S 27°30'47" W88.01'CAR JACKN 25°24'20" E107.12'S 64°50'10" E
209.78'EIP
S 25°01'16" W106.63'N 25°01'16" E68.63'S 24°48'32" W219.65'N 63°52'34" W
3.70'
EIP
HTR
HTR
1SBKD
S
S
1SBKD
G
48" CHL
48" CHL48" CHL
CONC
CONC
1SBKD
N 39°20'33" E110.26'N 44°36'57" E68.30'N 16°32'57" E72.17'S 37°11'09" E64.94'
S 11°26'22" E
103.65'
S 64°20'52" E
34.55'N 58°58'55" E147.56'N 20°23'43" EB
U
S1SB
LK
DB 473 PG 221
et ux
GEORGE NEWBOLD,
22' PAVED ROADWAY
SR1308 - GUM BRANCH RD.
(5-11-11_DOD)
ESTATE FILE OF SARAH MAZINGO
MICHAEL BYNUM
CHARLES WESTMORELAND, et al
ESTATE FILE (JUNE 4, 2008)
KEITH GURGANUS
DB 247 PG 368
DESC. NOT GOOD
ESTATE FILE OF SARAH MAZINGO (5-11-11_DOD)
BY TAX MAPPING
SUZANNE POSTE
DB 873 PG 212
DB 3969 PG 456
ANDREW WESTON, et al
DB 4111 PG 641
et al
MARSHBURN,
PEGGY
DB 504 PG 459
MB 41 PG 153
DB 826 PG 514
SUZANNE POSTE
60' R/WEXISTING R/W
EXISTING R/W
60' R/WEXISTING R/W
EXISTING R/Wbb
|aaI
II d bab
b
bHH
(AATUR)(AATUR)
LINE OVER CREEK
EXPOSED WATER
EOIEND
WV/
d
6" ONWASA
6"C.O.J.10" C.O.J.
6" ONWASA 6" ONWASA
14" ONWASA
(AATFI)ELEC.EOIEOIBZBZ
BZBZShoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust BZShoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust BZBZSHEET 2 OF 22
PERMIT DRAWING
- Charter will abandon underground in place
Notes:8/10/2021...\U-4906_HYD_PRM_PSH7.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
7U-4906
SEE SHEET 8MATCH LINE -L- STA 85+00.00NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
FOR -L- PROFILE, SEE SHEET 28
-L-
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)SEE SHEET 6MATCH LINE -L- STA 71+00.00NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
b b
|aaI
II d bab
b
bTHH
EOIEOI(AATUR)(AATUR)
LINE OVER CREEK
EXPOSED WATER
EOIEND
WV/
d
6" ONWASA
6"C.O.J.10" C.O.J.
6" ONWASA 6" ONWASA
14" ONWASA
UNABLE TO FIELD LOCATE THIS STRUCTURE.
BURIED F.O. HAND HOLE IN THIS VICINITY.
NOTE: CENTURY-LINK RECORDS INDICATE A
T 758085F
F F
C C
F
F
F
F
F
F
FFF
F
F
F
F
FFF
FF
RETAINRETAINRETAINRETAINSEE DETAIL 1
SPEC. LAT. 'V' DITCH
RETAIN RETAIN RETAIN RETAIN
RETAIN
RETAIN
RETAIN
SPECIAL LATERAL 'V' DITCH
( Not to Scale)3:1DETAIL 1
Ground
Natural
Min. D= 1.0 Ft.
FROM -L- STA. 75+50 TO STA. 77+50 RT.
D Flatter3:1 or
Slope
Fill
4
- Charter will abandon underground in place
Notes:NS
RS
2
0
0
7NAD
8
3/
1111
12
1213131314
1414
141414
14141515151515
15151515
15151
5
15161616161616
1616
16
16
16
16
17
17
1717171717
171717
17
1717171717
1
8181818
1
8 18181818181818
1818
18
1818 1818 18181818 18181818
1818
18181818181818
181818
1919
19
19
1919 1919
1919 191
9
19 19191
9 1919
1919
19
1919191919
1920202020
2020
20202020202020 2020202020
2 0
20
2020
20
20
202020 20
21212121212121 21
2121212121222222222222
2222
22
22
22222
2
2222222222222222
23232
3 2323
23
23 23232323
2323
232323
23
23
23 23242424 24242424
24 24242424
24
24242424
24 24 242425252525252525252525
25
25
25
25
252525 2525252525252525252525
252525
25
2525
25 2525
2
626 2626 2626262626 26262
6262626
2626
262626 2627
27 272727 27272727
2727
27
27
2727272
7
2828
28 2828 28282828282828
2
828
28 2828 2829
29
29292
9
29 2929
2929
29
29 2929
2929
29
303
0303030 303030 3030 303030
303030
30
30
30
30
30303030
31
3131 3131313131313
2323232 323333
3333
33
34
34
35
36
GR GR15" RCP
GRAVEL
15" RCP 15' GR15" RCP
15' SOIL&GR
18" RCP
15" RCP10' GR GR
15" RCP 15" RCP 18" RCP S48" CHL
36" ELECTRIC
142"x91" CMAP (4-PIPES)48" WI
REPASTURE
CULTIVATED FIELDCULTIVATED FIELDCULTIVATED FIELD
GR
EIR EIP
PK PK
EIREIR
PK
DB 3969 PG 456
ANDREW WESTON, et al
DB 4111 PG 641
DB 4044 PG 431
SOPHIE CHAON 29°14'39" W115.16'S 89°56'14" W
77.91'N 36°25'
3
1" W97.73'
N 15°15'04" W91.11'
S 74°58'58" W
146.73'S 62°58'13" W150.70'N 45°24'24" W1
06.93'
N 73°33'15" E
155.80'
N 11°23'50" W53.18'N
3
4°
3
2'
0
2" W2
0
0.
2
5'S 29°18'54" W116.72'N 59°14'49" W
74.05'
N 80°12'29" E
46.77'N 27°32'53" E110.07'S 44°14'06" E82.41'
S
52
°34'17
" E
103
.70'S 27°30'47" W88.01'CAR JACKN 25°24'20" E107.12'S 64°50'10" E
209.78'EIP
S 25°01'16" W106.63'N 25°01'16" E68.63'S 24°48'32" W219.65'N 63°52'34" W
3.70'
EIP
HTR
HTR
1SBKD
S
S
1SBKD
G
48" CHL
48" CHL48" CHL
CONC
CONC
1SBKD
N 39°20'33" E110.26'N 44°36'57" E68.30'N 16°32'57" E72.17'S 37°11'09" E64.94'
S 11°26'22" E
103.65'
S 64°20'52" E
34.55'N 58°58'55" E147.56'N 20°23'43" EB
U
S1SB
LK
DB 473 PG 221
et ux
GEORGE NEWBOLD,
22' PAVED ROADWAY
SR1308 - GUM BRANCH RD.
(5-11-11_DOD)
ESTATE FILE OF SARAH MAZINGO
MICHAEL BYNUM
CHARLES WESTMORELAND, et al
ESTATE FILE (JUNE 4, 2008)
KEITH GURGANUS
DB 247 PG 368
DESC. NOT GOOD
ESTATE FILE OF SARAH MAZINGO (5-11-11_DOD)
BY TAX MAPPING
SUZANNE POSTE
DB 873 PG 212
DB 3969 PG 456
ANDREW WESTON, et al
DB 4111 PG 641
et al
MARSHBURN,
PEGGY
DB 504 PG 459
MB 41 PG 153
DB 826 PG 514
SUZANNE POSTE
60' R/WEXISTING R/W
EXISTING R/W
60' R/WEXISTING R/W
EXISTING R/Wbb
|aaI
II d bab
b
bHH
(AATUR)(AATUR)
LINE OVER CREEK
EXPOSED WATER
EOIEND
WV/
d
6" ONWASA
6"C.O.J.10" C.O.J.
6" ONWASA 6" ONWASA
14" ONWASA
(AATFI)ELEC.EOIEOIBZBZ
BZBZShoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust BZShoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust BZBZSHEET 3 OF 22
PERMIT DRAWING
- Charter will abandon underground in place
Notes:8/10/2021...\U-4906_HYD_PRM_PSH7.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
7U-4906
SEE SHEET 8MATCH LINE -L- STA 85+00.00NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
FOR -L- PROFILE, SEE SHEET 28
-L-
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)SEE SHEET 6MATCH LINE -L- STA 71+00.00NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
b b
|aaI
II d bab
b
bTHH
EOIEOI(AATUR)(AATUR)
LINE OVER CREEK
EXPOSED WATER
EOIEND
WV/
d
6" ONWASA
6"C.O.J.10" C.O.J.
6" ONWASA 6" ONWASA
14" ONWASA
UNABLE TO FIELD LOCATE THIS STRUCTURE.
BURIED F.O. HAND HOLE IN THIS VICINITY.
NOTE: CENTURY-LINK RECORDS INDICATE A
T 758085F
F F
C C
F
F
F
F
F
F
FFF
F
F
F
F
FFF
FF
RETAINRETAINRETAINRETAINSEE DETAIL 1
SPEC. LAT. 'V' DITCH
RETAIN RETAIN RETAIN RETAIN
RETAIN
RETAIN
RETAIN
SPECIAL LATERAL 'V' DITCH
( Not to Scale)3:1DETAIL 1
Ground
Natural
Min. D= 1.0 Ft.
FROM -L- STA. 75+50 TO STA. 77+50 RT.
D Flatter3:1 or
Slope
Fill
4
- Charter will abandon underground in place
Notes:NS
RS
2
0
0
7NAD
8
3/
b
a
H
ab
pab daadHHb
b
add10" ONWASA
14" ONWASA
8" ONWASA12" C.O.J.10" C.O.J.10" ONWASATWC (DUCT)14" ONWASA
ab|baa|ab|ARVFSS48" CL
K
48" WD
48" WD48"
W
D12" RCP15" RCP48" WD16' SOI
L16' SOI
LW
15" RCP
15" RCP
15" R
CP
18" RCP
18" RCP
DI
10' GR
10' GR
13' SOIL
15"
H
D
P
E
24" RCPPLANTER BOXWOODS
48" WD
WD/S
30" RCP
18" RCP
WD/SPLANTER
4
8" 4
S ELEC15' SOIL/GR48" RCP
15" RCP
48" CMP48" RCPPADCONCPARKINGBST
PARKINGGR
JB
DI
DI
B
S
T
PARKINGGR
10'
C
ONC10' GR18" RCP
18" RCP
WD/SSR1938 - QUAKER BRI
DGE RD.22' PAVED ROADW
AY12" RCPCULTIVATED FIELD
(THIS END)15" RCP
(THIS END)18" RCP
NO PIPE
15" RCP
S
PK
PK
PK
PK
PK
PK
PK
EIR
EIP
WILLIAM HANCOCK, et ux
KATHRYN M. FAIRCLOTH
ASHLEY K. &
FRANKLIN MARSHBURN
EDNA P. &
BETTY CULLIPHER, et al
EIP
B
S
T
S
60.00'EXISTING R/WEXISTING R/W60.00'EXI
STI
NG R/
WEXISTING R/
W
24' P
AVE
D
R
OADWAYS
R1314 - NOR
T
HWES
T
B
RI
DGE
R
D.10610710922' PA V ED R O A D WA Y
SR 1308 - G U M B R A N C H R D .
THOMPSON
MARGARET M.
& EDNA MARSHBURN
GEORGE FRANKLIN
ZELMA RAHAL, et al
PATSY ANN SYDES
DAVID M. &
ZELMA RAHAL, et al
DB 1450 PG 289
BETTY CULLIPHER, et alEXISTING R/WEXIS TIN G R/W60' R/W6
0' R/WEXISTING R/W
EXISTING R/W
10' BST10848" WOODJACOB ERIN MARSHBURN
GARY DALE JR &
B
G
HTR
1SFD
1SFD
HTR
BUS
1S BLK
CZOSNYKA
KATHERINE &
RONALD J.BUS
1S BLK
EIP
EIP
CEMETERY
1 SFDWD3
6
"
PASTURE
FIELDCULTIVATED
GR
TH 19 TH 20
TH 21
TH 22
TH 23
TH 24a
b|baa|ab|ARVFSSb
a
IIH
ab
pIaIb daadHHb
b
add10" ONWASA
14" ONWASA
8" ONWASA12" C.O.J.
12" C.O.J.10" C.O.J.10" C.O.J.10" ONWASAEOIEOIEOI EOIEOI
(AATUR)DUCT C.O.J.DUCT C.O.J. (AATUR)
DUCT C.O.J. (AATUR)
(AATUR)
(AATUR)TWC (DUCT)(AATUR)(AATUR)EOI(AATFI)
(AATFI)(AATFI)(AATFI)
(AATUR)
(AATUR)DUC T DUCTDUCT
14" ONWASA
EOI
REPEATER
18" RCP
SEE S
HEET 12MAT
C
H
LI
NE -L- ST
A 152+00.00
S
E
E
S
HE
E
T
1
4MATCH
LI
NE -
L-
S
T
A
1
6
5
+
0
0.0
0
4/11/2019...\U-4906_HYD_PRM_PSH13.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
13U-4906
-L-
-L-
-Y2_
RE
V-
FOR -Y2_REV- PROFILE, SEE SHEET 38
FOR -L- PROFILE, SEE SHEET 31
-Y2_REV-
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)155160EXIST.04000403
02
01
00
17'INC+38.59040302011
7'I
NC1015 2001
02
0304
04030201000102030404030102000102030405EXIST.CFF CC
F
C
C
C
F
F
C
C
C
CCCC
C
C
F
C
C
F
C
F
F
F FFFCFCFCC.CNI
'52.81
.CNI'52.81
.CNI '52.8
1
4
5'
4
5'50'49' 45'24
25
26
27
28 29
30
31
32
32
93
ORETAIN
REMOVE
REMOVE
REMOVE
RETAIN
15"
15"RETAI
NHW
HW
EST. 21 SYGF
EST. 8 TONS
CLASS 'B' RIP-RAP
EST. 65 SYGF
EST. 45 TONS
CLASS 'I' RIP-RAP
DDE=35 CY
S=0.3%
SEE DETAIL 11
12' STD. BASE DITCH
SEE DETAIL 10
4' LAT. BASE DITCH
EST. 38 SYGF
EST. 10 TONS
CLASS 'I' RIP-RAP
GTD
GTDREMOVE15"RETAI
NRETAI
NREMOVE
R
E
T
AI
N
RE
MO
VE
REMOVE
RETAINRETAINRETAINRE
TAI
NRETAIN
RETAINRETAIN18"
18"
DI
REMOVE
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
DDE = 325 CY
S = 0.3%
SEE DETAIL 9
4' STD. BASE DITCH
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
GTD
15"
SPECIAL LATERAL 'V' DITCH
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
DD 4:13:1Slope
Fill
Min. D= 1.0 Ft.
Slope
Fill
FROM -Y2_REV- STA. 13+00 TO STA. 14+00 RT.
FROM -L- STA. 159+36 TO STA. 165+00 LT.
FROM -L- STA. 161+07 TO STA. 164+75 RT.
FROM -L- STA. 158+24 TO STA. 159+36 LT.
FROM -L- STA. 155+23 TO STA. 157+00 LT.
FROM -L- STA. 155+00 TO STA. 156+00 RT.
( Not to Scale)
2:12:1D
B
DETAIL 11
Ground
Natural
FROM -Y2_REV- STA. 17+60 RT.
STANDARD BASE DITCH
Min D= 2.0 Ft.
B= 12.0 Ft.
( Not to Scale)
2:12:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -Y2_REV- STA. 16+00 TO STA. 17+50 RT.
DETAIL 10
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
2:12:1D
B
DETAIL 9
Ground
Natural
-L- STA. 159+36 LT.
FROM -L- STA. 155+68 RT. TO -Y2_REV- STA. 16+00 RT.
STANDARD BASE DITCH
Min D= 2.0 Ft.
B= 4.0 Ft.
30" RCP-IV
30" RCP-IV SLAB LIDJB W/
SLAB LID
JB W/
JB W/ SLAB LID
FILL
PLUG &
REMOVE
4
8
" RCP-I
V18" RCP-IV
SEE DETAIL 5
DITCH
SPEC. LAT. 'V'
RCP-IV
48"
DDE = 5 CY
S = 5.0%
SEE DETAIL 9
4' STD. BASE DITCH
'V' DITCH SEE DETAIL 5SPEC. LAT.
15"REMOVE
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
3:1DETAIL 1
Min. D= 1.0 Ft.
Slope
Fill3:1
D
Ground
Natural
FROM -Y2_REV- STA. 15+00 TO STA. 17+09 LT.
FROM -Y2_REV- STA. 18+00 TO STA. 20+25 LT.
FROM -L- STA. 164+75 TO STA. 165+00 RT.
FROM -L- STA. 152+00 TO STA. 155+23 LT.
GRAPHIC SCALE
0'50'50'150'100'
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
E E IN WETLAND
DENOTES EXCAVATION
SHEET 4 OF 22
PERMIT DRAWING
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
IN WETLAND
EXCAVATION
IN WETLAND
MECHANIZED CLEARING
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
WETLAND
FILL IN
WETLAND
DENOTES FILL INFF
IN WETLAND
HAND CLEARING
HC HC
CLEARING
DENOTES HAND
SURFACE WATER
TEMP. IMPACTS IN
NSRS 2007NAD 83/
SITE 1
SITE 1
SITE 2
363738
3838383838393939393939393939
4040
4
040404040404
0
404040404
0
404041414141414141
4141
4141
4141
41414142424242424242
42424242 42424
2
42
42
4343
4
34343434343
434343
434343 43434343434343434
3
4444
4444
4444444
4
44
44444444
4444444444
44
4444444
4
4444444
444
44444444
4444
454545454545454545
45
45
454545 4545
45
4
5
45
4545
454
5
4545 45454545
4
5 45454545
45
45 454545
45 4
545454545 454545
45 45454545 45
45
45454545454545454545
4545
454545
45
45454545
4
54545 4545
4545454545454545 46464646
464646
46464646
4646
464
64646
46
4 64646464646 4646 4646464646
4646
4
6
46464646464646 46
464
6
464646 4646 464646464646 4646
4
646
46
4646464747 47
47
4
74747474747474
7
474747
474747474 7 47474747
474747474747 474747
47 474747
4747474747474747 474747
47
4747474848484848
48 4848 48 484848 48484848484
8
4848
48
484848b
a
H
ab
pab daadHHb
b
add10" ONWASA
14" ONWASA
8" ONWASA12" C.O.J.10" C.O.J.10" ONWASATWC (DUCT)14" ONWASA
ab|baa|ab|ARVFSS48" CL
K
48" WD
48" WD48"
W
D12" RCP15" RCP48" WD16' SOI
L16' SOI
LW
15" RCP
15" RCP
15" R
CP
18" RCP
18" RCP
DI
10' GR
10' GR
13' SOIL
15"
H
D
P
E
24" RCPPLANTER BOXWOODS
48" WD
WD/S
30" RCP
18" RCP
WD/SPLANTER
4
8" 4
S ELEC15' SOIL/GR48" RCP
15" RCP
48" CMP48" RCPPADCONCPARKINGBST
PARKINGGR
JB
DI
DI
B
S
T
PARKINGGR
10'
C
ONC10' GR18" RCP
18" RCP
WD/SSR1938 - QUAKER BRI
DGE RD.22' PAVED ROADW
AY12" RCPCULTIVATED FIELD
(THIS END)15" RCP
(THIS END)18" RCP
NO PIPE
15" RCP
S
PK
PK
PK
PK
PK
PK
PK
EIR
EIP
WILLIAM HANCOCK, et ux
KATHRYN M. FAIRCLOTH
ASHLEY K. &
FRANKLIN MARSHBURN
EDNA P. &
BETTY CULLIPHER, et al
EIP
B
S
T
S
60.00'EXISTING R/WEXISTING R/W60.00'EXI
STI
NG R/
WEXISTING R/
W
24' P
AVE
D
R
OADWAYS
R1314 - NOR
T
HWES
T
B
RI
DGE
R
D.10610710922' PA V ED R O A D WA Y
SR 1308 - G U M B R A N C H R D .
THOMPSON
MARGARET M.
& EDNA MARSHBURN
GEORGE FRANKLIN
ZELMA RAHAL, et al
PATSY ANN SYDES
DAVID M. &
ZELMA RAHAL, et al
DB 1450 PG 289
BETTY CULLIPHER, et alEXISTING R/WEXIS TIN G R/W60' R/W6
0' R/WEXISTING R/W
EXISTING R/W
10' BST10848" WOODJACOB ERIN MARSHBURN
GARY DALE JR &
B
G
HTR
1SFD
1SFD
HTR
BUS
1S BLK
CZOSNYKA
KATHERINE &
RONALD J.BUS
1S BLK
EIP
EIP
CEMETERY
1 SFDWD3
6
"
PASTURE
FIELDCULTIVATED
GR
TH 19 TH 20
TH 21
TH 22
TH 23
TH 24a
b|baa|ab|ARVFSSb
a
IIH
ab
pIaIb daadHHb
b
add10" ONWASA
14" ONWASA
8" ONWASA12" C.O.J.
12" C.O.J.10" C.O.J.10" C.O.J.10" ONWASAEOIEOIEOI EOIEOI
(AATUR)DUCT C.O.J.DUCT C.O.J. (AATUR)
DUCT C.O.J. (AATUR)
(AATUR)
(AATUR)TWC (DUCT)(AATUR)(AATUR)EOI(AATFI)
(AATFI)(AATFI)(AATFI)
(AATUR)
(AATUR)DUC T DUCTDUCT
14" ONWASA
EOI
REPEATER
18" RCP
SEE S
HEET 12MAT
C
H
LI
NE -L- ST
A 152+00.00
S
E
E
S
HE
E
T
1
4MATCH
LI
NE -
L-
S
T
A
1
6
5
+
0
0.0
0
4/11/2019...\U-4906_HYD_PRM_PSH13.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
13U-4906
-L-
-L-
-Y2_
RE
V-
FOR -Y2_REV- PROFILE, SEE SHEET 38
FOR -L- PROFILE, SEE SHEET 31
-Y2_REV-
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)155160EXIST.04000403
02
01
00
17'INC+38.59040302011
7'I
NC1015 2001
02
0304
04030201000102030404030102000102030405EXIST.CFF CC
F
C
C
C
F
F
C
C
C
CCCC
C
C
F
C
C
F
C
F
F
F FFFCFCFCC.CNI
'52.81
.CNI'52.81
.CNI '52.8
1
4
5'
4
5'50'49' 45'24
25
26
27
28 29
30
31
32
32
93
ORETAIN
REMOVE
REMOVE
REMOVE
RETAIN
15"
15"RETAI
NHW
HW
EST. 21 SYGF
EST. 8 TONS
CLASS 'B' RIP-RAP
EST. 65 SYGF
EST. 45 TONS
CLASS 'I' RIP-RAP
DDE=35 CY
S=0.3%
SEE DETAIL 11
12' STD. BASE DITCH
SEE DETAIL 10
4' LAT. BASE DITCH
EST. 38 SYGF
EST. 10 TONS
CLASS 'I' RIP-RAP
GTD
GTDREMOVE15"RETAI
NRETAI
NREMOVE
R
E
T
AI
N
RE
MO
VE
REMOVE
RETAINRETAINRETAINRE
TAI
NRETAIN
RETAINRETAIN18"
18"
DI
REMOVE
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
DDE = 325 CY
S = 0.3%
SEE DETAIL 9
4' STD. BASE DITCH
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
GTD
15"
SPECIAL LATERAL 'V' DITCH
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
DD 4:13:1Slope
Fill
Min. D= 1.0 Ft.
Slope
Fill
FROM -Y2_REV- STA. 13+00 TO STA. 14+00 RT.
FROM -L- STA. 159+36 TO STA. 165+00 LT.
FROM -L- STA. 161+07 TO STA. 164+75 RT.
FROM -L- STA. 158+24 TO STA. 159+36 LT.
FROM -L- STA. 155+23 TO STA. 157+00 LT.
FROM -L- STA. 155+00 TO STA. 156+00 RT.
( Not to Scale)
2:12:1D
B
DETAIL 11
Ground
Natural
FROM -Y2_REV- STA. 17+60 RT.
STANDARD BASE DITCH
Min D= 2.0 Ft.
B= 12.0 Ft.
( Not to Scale)
2:12:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -Y2_REV- STA. 16+00 TO STA. 17+50 RT.
DETAIL 10
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
2:12:1D
B
DETAIL 9
Ground
Natural
-L- STA. 159+36 LT.
FROM -L- STA. 155+68 RT. TO -Y2_REV- STA. 16+00 RT.
STANDARD BASE DITCH
Min D= 2.0 Ft.
B= 4.0 Ft.
30" RCP-IV
30" RCP-IV SLAB LIDJB W/
SLAB LID
JB W/
JB W/ SLAB LID
FILL
PLUG &
REMOVE
4
8
" RCP-I
V18" RCP-IV
SEE DETAIL 5
DITCH
SPEC. LAT. 'V'
RCP-IV
48"
DDE = 5 CY
S = 5.0%
SEE DETAIL 9
4' STD. BASE DITCH
'V' DITCH SEE DETAIL 5SPEC. LAT.
15"REMOVE
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
3:1DETAIL 1
Min. D= 1.0 Ft.
Slope
Fill3:1
D
Ground
Natural
FROM -Y2_REV- STA. 15+00 TO STA. 17+09 LT.
FROM -Y2_REV- STA. 18+00 TO STA. 20+25 LT.
FROM -L- STA. 164+75 TO STA. 165+00 RT.
FROM -L- STA. 152+00 TO STA. 155+23 LT.
GRAPHIC SCALE
0'50'50'150'100'
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
E E IN WETLAND
DENOTES EXCAVATION
SHEET 5 OF 22
PERMIT DRAWING
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
IN WETLAND
EXCAVATION
IN WETLAND
MECHANIZED CLEARING
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
WETLAND
FILL IN
WETLAND
DENOTES FILL INFF
IN WETLAND
HAND CLEARING
HC HC
CLEARING
DENOTES HAND
SURFACE WATER
TEMP. IMPACTS IN
NSRS 2007NAD 83/
SITE 1
SITE 1
SITE 2
aadb
b
aaba aaaab
bb
12" ONWASA 12" ONWASA
12" ONWASA
DUCT C.O.J. (AATUR)2" ONWASA10' S/GR13' SOIL11' SOIL11' SOIL/GR11' GR15" RCP
15" RCP 15" RCP
15" RCP 15" RCP 15" RCP 15" RCP
11' BST GR
8' GR36" CHL36" CHL36" CHL15" RCP10' SOILSOIL/GRPARKING
SOIL/GR
18" RCP
DI18" RCP
WD/RAMP
CONC WALK
36' WD RAIL
S
OIL
BARNABANDONED
22' PAVED ROADWAYSR1382 - EMMA THOMPSON RD.20' PAVED ROADWAYSR1308 - GUM BRANCH RD.
72" CHL
1SFD
36" VINYL
S 36" VINYLEXISTING R/WEXISTING R/WCULTIVATED FIELD
CULTIVATED FIELD
NO PIPE
15" TERRA COTTA
NO PIPE
PIPE
NO NO PIPE
PIPENO
2SFD18' SOIL/GR/CONCPK
EIP
ANGLE IRON EIP
EIP EIP
EIP
EIP
EIR
EIR
EIP EIP
EIP EIP
EIP EIP
EIP
HTR
1SBKD 1SBKD
1SFD
CONCMINISTRIES
WALL
WAILING
2SF
60" WD
60" WD
EXISTING R/W MON
EIP
60'
KAVI MORTON, et al
GOLDIE B. THOMAS
THOMAS,et al
KATHRYN A.
MELANIE H. WHITE
CURTIS W. &
ZELMA RAHAL, et al
JESSE L. JAMES et al
BARBARA JAMES
MARTIN MEZA, et ux GUTHRIE BROWN, et al
THERESA STEADMAN
MORTON & MORTON PROPERTIES LLC
DONNA GREGORY
et ux
AARON HELSTROM,
MORTON FARMS INC
RUSSELL BECKER, et ux
OF JACKSONVILLE
LIVING HOPE COMMUNITY CHURCH
MORTON, et ux
HAROLD
FRANKLIN MARSHBURN
EDNA P. &
EXISTING R/W
EXISTING R/W60' R/WEXISTING R/W
EXISTING R/W60'
R/Waadb
b
aaba aaaab
bb EOIEOIEOI(AATUR)
(AATUR)
(AATUR)(AATUR)(AATUR)
(AATUR)
(AATUR)
(AATUR)
(AATUR)
12" C.O.J.
12" C.O.J.12" C.O.J.10" C.O.J.
10" C.O.J.
14" ONWASA
14" ONWASA14" ONWASA
DUCT C.O.J. (AATUR)2" ONWASAEOI
EOI10" C.O.J.BURIED BSTBURIED BSTHVAC
TANK
PROPANE
SHED
WD
LID
CONC
INV=44.35'
6" CPP
AREA
SEPTIC TANKIN WETLAND
EXCAVATION
IN WETLAND
MECHANIZED CLEARING
LEGEND
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
SHEET 6 OF 22
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'150'100'
WETLAND
FILL IN
WETLAND
DENOTES FILL INFF
IN WETLAND
HAND CLEARING
HC HC
CLEARING
DENOTES HAND
TO LIMITS OF PDE.
NOTE: CONTRACTOR TO CLEARSEE SHEET 13MATCH LINE -L- STA 165+00.00SEE SHEET 15MATCH LI
NE
-L-
STA 179+00.004/24/2019...\U-4906_HYD_PRM_PSH14.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
14U-4906
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
FOR -L- PROFILE, SEE SHEETS 31 AND 32
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
-L-
HISTORIC PROPERTY
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.8/17/99165170175-L PC Sta. 171+42.00PI Sta 173+26.97
D
L = 368.78'
T = 184.97'
R = 1,896.35'
-L--L- PT Sta. 175+10.78SE = EXISTING
45'32
29
99
100
30.00' RT
+24.34 -L-
173.81' RT
+07.41 -L-
173.54' RT
+25.73 -L-
30.00' RT
40.00' RT
+08.00 -L-
30.00' RT
40.00' RT
+93.00 -L-
30.00' RT
+04.65 -L-
C
C
F
FC
F
F
F
F
F
F
N
SR
S 2007N
A
D
83/
RETAIN RETAIN RETAIN
RETAIN RETAIN RETAIN RETAIN RETAIN
RETAI
NMATERIAL
FLOWABLE
FILL W/
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
1404
1403
1402
1401
EST. 14 SYGF
EST. 5 TONS
CLASS 'B' RIP-RAP
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
2GI-SD
2GI-B
MATERIAL
FLOWABLE
FILL W/ 18" RCP-IV24"24"SPECIAL LATERAL 'V' DITCH
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
DD 4:13:1Slope
Fill
Min. D= 1.0 Ft.
Slope
Fill
FROM -L- STA. 165+00 TO STA. 165+23 LT.
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
Min. D= 1.0 Ft.
DETAIL 1
Ground
Natural
Slope
Fill
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
FROM -L- STA. 172+20 TO STA. 172+75 RT.
FROM -L- STA. 165+00 TO STA. 165+50 RT.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Fill
JB w/ MH
24"1405
1406
DI
TO STR. 1406
GRADE TO DRAIN 15"REPLACE DI
REMOVE AND
GTDW/ 6" RIGID WALL PIPE
PRIOR TO CONSTRUCTION
REPLACE EXISTING 6" CPP
PROPERTY OWNER TO
SITE 2
424343434344
44444444
4444 444444444444
444444444444454545454545
4545 45454
5
45
4
5
4545
4545454545454545454545454545
4546464 6
46464
646
464646464
6
464646464646
4646464646464646 464646
46 4646
4646464647
4747
47
4747
47 47
47
474747
47
47474747
47
474747474747
47
4747474747
4747474747474747 47474747474747
47474747474747474848484
8
48
48
48
48 484848 48
48
48
48484848
48
48
48
4848
48
4
8
48
48
4
8
48 484848484848
484848
484848
484848
aadb
b
aaba aaaab
bb
12" ONWASA 12" ONWASA
12" ONWASA
DUCT C.O.J. (AATUR)2" ONWASA10' S/GR13' SOIL11' SOIL11' SOIL/GR11' GR15" RCP
15" RCP 15" RCP
15" RCP 15" RCP 15" RCP 15" RCP
11' BST GR
8' GR36" CHL36" CHL36" CHL15" RCP10' SOILSOIL/GRPARKING
SOIL/GR
18" RCP
DI18" RCP
WD/RAMP
CONC WALK
36' WD RAIL
S
OIL
BARNABANDONED
22' PAVED ROADWAYSR1382 - EMMA THOMPSON RD.20' PAVED ROADWAYSR1308 - GUM BRANCH RD.
72" CHL
1SFD
36" VINYL
S 36" VINYLEXISTING R/WEXISTING R/WCULTIVATED FIELD
CULTIVATED FIELD
NO PIPE
15" TERRA COTTA
NO PIPE
PIPE
NO NO PIPE
PIPENO
2SFD18' SOIL/GR/CONCPK
EIP
ANGLE IRON EIP
EIP EIP
EIP
EIP
EIR
EIR
EIP EIP
EIP EIP
EIP EIP
EIP
HTR
1SBKD 1SBKD
1SFD
CONCMINISTRIES
WALL
WAILING
2SF
60" WD
60" WD
EXISTING R/W MON
EIP
60'
KAVI MORTON, et al
GOLDIE B. THOMAS
THOMAS,et al
KATHRYN A.
MELANIE H. WHITE
CURTIS W. &
ZELMA RAHAL, et al
JESSE L. JAMES et al
BARBARA JAMES
MARTIN MEZA, et ux GUTHRIE BROWN, et al
THERESA STEADMAN
MORTON & MORTON PROPERTIES LLC
DONNA GREGORY
et ux
AARON HELSTROM,
MORTON FARMS INC
RUSSELL BECKER, et ux
OF JACKSONVILLE
LIVING HOPE COMMUNITY CHURCH
MORTON, et ux
HAROLD
FRANKLIN MARSHBURN
EDNA P. &
EXISTING R/W
EXISTING R/W60' R/WEXISTING R/W
EXISTING R/W60'
R/Waadb
b
aaba aaaab
bb EOIEOIEOI(AATUR)
(AATUR)
(AATUR)(AATUR)(AATUR)
(AATUR)
(AATUR)
(AATUR)
(AATUR)
12" C.O.J.
12" C.O.J.12" C.O.J.10" C.O.J.
10" C.O.J.
14" ONWASA
14" ONWASA14" ONWASA
DUCT C.O.J. (AATUR)2" ONWASAEOI
EOI10" C.O.J.BURIED BSTBURIED BSTHVAC
TANK
PROPANE
SHED
WD
LID
CONC
INV=44.35'
6" CPP
AREA
SEPTIC TANKIN WETLAND
EXCAVATION
IN WETLAND
MECHANIZED CLEARING
LEGEND
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
SHEET 7 OF 22
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'150'100'
WETLAND
FILL IN
WETLAND
DENOTES FILL INFF
IN WETLAND
HAND CLEARING
HC HC
CLEARING
DENOTES HAND
TO LIMITS OF PDE.
NOTE: CONTRACTOR TO CLEARSEE SHEET 13MATCH LINE -L- STA 165+00.00SEE SHEET 15MATCH LI
NE
-L-
STA 179+00.004/24/2019...\U-4906_HYD_PRM_PSH14.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
14U-4906
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
FOR -L- PROFILE, SEE SHEETS 31 AND 32
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
-L-
HISTORIC PROPERTY
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.8/17/99165170175-L PC Sta. 171+42.00PI Sta 173+26.97
D
L = 368.78'
T = 184.97'
R = 1,896.35'
-L--L- PT Sta. 175+10.78SE = EXISTING
45'32
29
99
100
30.00' RT
+24.34 -L-
173.81' RT
+07.41 -L-
173.54' RT
+25.73 -L-
30.00' RT
40.00' RT
+08.00 -L-
30.00' RT
40.00' RT
+93.00 -L-
30.00' RT
+04.65 -L-
C
C
F
FC
F
F
F
F
F
F
N
SR
S 2007N
A
D
83/
RETAIN RETAIN RETAIN
RETAIN RETAIN RETAIN RETAIN RETAIN
RETAI
NMATERIAL
FLOWABLE
FILL W/
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
SEE DETAIL 5
SPEC. LAT. 'V' DITCH
1404
1403
1402
1401
EST. 14 SYGF
EST. 5 TONS
CLASS 'B' RIP-RAP
SEE DETAIL 1
SPEC. LAT. 'V' DITCH
2GI-SD
2GI-B
MATERIAL
FLOWABLE
FILL W/ 18" RCP-IV24"24"SPECIAL LATERAL 'V' DITCH
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
DD 4:13:1Slope
Fill
Min. D= 1.0 Ft.
Slope
Fill
FROM -L- STA. 165+00 TO STA. 165+23 LT.
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
Min. D= 1.0 Ft.
DETAIL 1
Ground
Natural
Slope
Fill
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
FROM -L- STA. 172+20 TO STA. 172+75 RT.
FROM -L- STA. 165+00 TO STA. 165+50 RT.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Fill
JB w/ MH
24"1405
1406
DI
TO STR. 1406
GRADE TO DRAIN 15"REPLACE DI
REMOVE AND
GTDW/ 6" RIGID WALL PIPE
PRIOR TO CONSTRUCTION
REPLACE EXISTING 6" CPP
PROPERTY OWNER TO
SITE 2
4/12/2019...\U-4906_HYD_PRM_XPL.dgnHNTBPROJ. REFERENCE NO.SHEET NO.6/23/1600
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
U-4906
5 10
-L- 165+00.00
SITE 2
60
50
40
30
70
60
50
40
30
70
47.45
0.0000.022
3:143.92
4:1
44.65
3:13:1
WETLAND CROSS SECTIONS
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
SHEET 8 OF 22
PERMIT DRAWING
TO EAST OF RAMSEY RD (SR 1324)
FROM WEST OF MILLS FIELD RD (SR 1313)
GUM BRANCH ROAD (SR 1308)
PROJECT: U-4906
ONSLOW COUNTY
b aabab
HHdobaa apb
H|
}aHHHH20" STL. CASING
20" STL. CASING EOIEOI(3) 1 1/2" UNK.FUNCTION CABLES14" ONWASA
14" ONWASA
16" C.O.J.
10" C.O.J.
10" ONWASA
10" ONWASA
6"6"14" ONWASA
16" C.O.J.
10" C.O.J.
12" ONWASA 10" ONWASA
S
8' GR15" RCP
15" RCP
BSTBSTWD/S
11' BST15" RCP DI
DI
DI
15" RCP
15" RCP
CONC
GR13' CONC15" RCP
15" RCPDI36"WD RAIL15' SOIL15" RCP
15" RCP GR
15" RCP
18" RCP
GR PARKING
15" RCP
18" RCP
GR
15" RCP
DI DI
15" RCP
15" CMP DI
15" RCP
18" RCP
48" CMP
18" RCP
W
/FES
WD/S
15" RCP
S
15" RCP
PLANTER
DI DI
SR1390 - COUNTRY CLUB BLVD.EXISTING R/WEXISTING R/WDI
WD/S
S
S
DB 1346 PG 932
EIPS 55°06'28" W179.18'S 55°06'28" W200.70'S 39°51'32" E
100.00'
S 39°51'32" E
100.00'S 55°06'28" W198.93'S 55°06'28" W197.42'S 31°40'10" E
151.42'
S 31°43'45" E
169.71'
S 31°50'23" E
161.60'
S 31°46'42" E
208.87'N 53°21'36" E199.40'S 33°00'46" E
150.79'
S 30°22'03" E
37.09'
S 43°33'50" E
393.23'S 32°04'10" WS 56°23'58" W67.90'S 56°23'58" W132.01'S 54°53'12" W200.22'S 31°55'29" E
218.78'N 55°55'30" E199.21'S 80°19'16" W203.22'S 80°19'16" W52.77'S 28°59'27" E
271.50'N 61°00'33" E251.17'EIP
1SBKD
1SBKD
1SFD
HTR
1SFD
S
SS
S S
S
100'
SR1308 - GUM BRANCH RD.
22' PAVED ROADWAY
JAMES SMITH
DB 581 PG 842 GABRIEL RODRIGUEZ
DB 4172 PG 316
JAMES McALLISTER, et ux
DB 1056 PG 403
DB 494 PG 677
THERESA McALLISTER
DB 3220 PG 914
DB 4192 PG 897
MORTON & MORTON PROPERTIES LLC
DB 3857 PG 856
ROBERT ALBERYSHARON MURRAY
DB 2746 PG 1
KEVIN ROYSTER
DB 1846 PG 68
MORTON & MORTON PROPERTIES LLC
DB 4192 PG 897
EXISTING R/W
60' R/WEXISTING R/W 60' R/WEXISTING R/W
EXISTING R/W
1SFD
BUILDINGRESIDENTIALBUILDINGRESIDENTIAL42" CMP15" RCP
SHEDSHEDCOUNTRY CLUB BLVDWOODS CONCCONCCONCWOODSINV=29.41'INV=29.39'N 48°50'35" W
192.24'
S 00°34'34" W155.18'N 76°41'32" E189.36'S
3
2
°
2
8'
2
0
" W1
2
1.
1
0'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WDB 1191 PG 904
JOHNNIE CARSON
DB 3481 PG 687
MITCHBURG INVESTMENT, LLC
DB 3270 PG 190
CLINTON & SYLVIA RUNYON 60' R/WS 59°54'17" W208.40'LTWELLWOODS
BUILDING
RESIDENTIAL
WOODS
20' PAVED ROADWAY
ROCK CREEK DRIVE SOUTH
TH 25
TH 26
TH 27
TH 28
TH 29
|
}b|b
(CL)
(CHARTER)
(CHARTER)
(CL)
(CL)(CL)(JOEMC)
(JOEMC)
(JOEMC)
(JOEMC)(JOEMC)4" PLAS. (COJ)
4" PLAS. (COJ)
b aabab
HHVAULTS
WATER
dobaa apb
HI|
}aIIIIIHHHH20" STL. CASING
20" STL. CASING EOIEOI(3) 1 1/2" UNK.FUNCTION CABLESJOEMC
JOEMC
(AATUR)
(AATUR)
14" ONWASA
14" ONWASA
16" C.O.J.
10" C.O.J.6"6"6"8" C.O.J.DUCT C.O.J. (AATUR)
(AATUR)
14" ONWASA
16" C.O.J.
10" C.O.J.
EOI
(AATUR)
DUCT C.O.J. (AATUR)EOI48" RCP
SHEET 9 OF 22
PERMIT DRAWING
SEE SHEET 15MATCH LINE -L- STA 193+00.00SEE SHEET 17MATCH LINE -L- STA 207+00.004/11/2019...\U-4906_HYD_PRM_PSH16.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
16U-4906
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
-L-
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
FOR -Y5- PROFILE, SEE SHEET 39
FOR -L- PROFILE, SEE SHEETS 32 AND 33195200205PI Sta 197+15.78
D
L = 558.83'
T = 280.01'
R = 3,494.66'
-L-
SE = EXISTING
PI Sta 12+23.25
D
L = 84.35'
T = 42.19'
R = 1,500.00'
PI Sta 14+09.39
D
L = 84.71'
T = 42.37'
R = 1,500.00'
-Y5-
SE = EXISTING SE = EXISTING
-Y5- STA 11+50.00
BEGIN CONSTRUCTION
33
36Z
96
97
98
30.00' RT
+65.95 -L-
71.26' RT
+07.86 -L-
64.40' RT
+14.64 -L-
85.58' RT
+34.97 -L-
30.00' LT
+21.14 -L-
50.92' LT
+02.27 -L-
57.65' LT
+09.56 -L-
30.00' LT
+34.62 -L-
34Z
35Z
F
C C
F
F F
F F
F
F
F
F
F
F
F
REMOVE
SEE DETAIL 13
SPEC. LAT. 'V' DITCH
15"
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
REMOVERETAINRETAIN
RETAIN
RETAINRETAINRETAIN
HW
G
T
D
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 15
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN RETAIN
RETAIN
RETAIN
RETAIN
MH
JB W/
MH
JB W/
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 15
-L- STA. 200+67 RT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
d= 4.0 Ft.
Length= 12.0 Ft.EXI
STI
NG BANKEXISTING BANKMIN. 2:1 TO TIEMI
N.
2:
1 TO TI
Ed
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
DETAIL 13
Ground
Natural
Slope
Fill
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
FROM -L- STA. 194+00 TO STA. 195+91 LT.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
RETAIN
DETAIL 14 ( Not to Scale)
Class I Riprap
Natural
Ground
Natural
Ground
D
(UPSTREAM)
CULVERT CHANNEL IMPROVEMENTS
VAR.VAR.
Riprap
Class I
1.5' Min.
(Variable)
Channel Bed
Slopes= 2:1 to Existing
(To Top of Bank)
D= Varies
EST. 40 SY GEOTEXTILE FABRIC
EST. 20 TONS CLASS I RIPRAP
EST. 5 CY EXCAVATION
-L- STA. 200+92 LT
RCP-IV
W/ 18"
EXTEND
COLLAR &
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 26
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 26
-Y5- STA. 12+00 RT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
d= 5.0 Ft.
Length= 13.0 Ft.EXI
STI
NG BANKEXISTING BANKMIN. 1.5:1 TO TIEMI
N.
1.5:1 TO TI
Ed
87" x 63" CAAP87" x 63" CAAPINV=27.7
INV=27.9
INV=30.5
INV=30.8
SEE DETAIL 14
(UPSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
HW
NS
RS 2007NAD 83/
LEGEND
GRAPHIC SCALE
0'50'50'150'100'
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER
TEMP. IMPACTS
SITE 3
SITE 4
272829293030303030303030303
1313131 313
2
323232323232323
232
3
3
3333
333333333333333334
34343434343434 34
343434
3535
35
35
35
353535353535353535353535353535353636
36363636363636
36363737
37373737
3737373737373
737
37373737
3737
38383838383838
3838383838 3838383838
38383838383838
3838
3838
3
8
383
83838
3838383839
39393939393939
39
393939
39393939393939
3939
393939
393939393939393939393939
393939393939393940
40
40
40
40
40404040404040 4040 4040404040404040404040404040 40 40
40
40
40404040404040
404040
4040 4040
4040404040404040404040404040
4040
4040404040
4
0
404040404040
40
4040
404040404040404040 40404040404040
4040
404141414
1
41
41 414141
41
41
41
4
1
41
414141
414141
41
4141
41
41
41
41 41414141414141
4141414141 4141
41414141414142
42424242 42424242424242
42
424242
42
4242424242424242
42
4242
42
42
424242
4242
42
42424242
42
42
42424242424343434343 4343
4343 434343 4343434343
43 4343
4343
43
43434343434343434343
43434343 434343434343 434343
4344
44444444
44
44 444444 444444
44
4444444444
444444
44
444444
44
44444444
4444444444444
4444444
444444444444444445
45 45 4545 4545
4545 454545454545
45
45
45 4545454545454545454545 454
5
45454545454545
45 4545454545
4545464646
46
46464646464646
464646464647
4 7
4747474747 474748
48
48b aabab
HHdobaa apb
H|
}aHHHH20" STL. CASING
20" STL. CASING EOIEOI(3) 1 1/2" UNK.FUNCTION CABLES14" ONWASA
14" ONWASA
16" C.O.J.
10" C.O.J.
10" ONWASA
10" ONWASA
6"6"14" ONWASA
16" C.O.J.
10" C.O.J.
12" ONWASA 10" ONWASA
S
8' GR15" RCP
15" RCP
BSTBSTWD/S
11' BST15" RCP DI
DI
DI
15" RCP
15" RCP
CONC
GR13' CONC15" RCP
15" RCPDI36"WD RAIL15' SOIL15" RCP
15" RCP GR
15" RCP
18" RCP
GR PARKING
15" RCP
18" RCP
GR
15" RCP
DI DI
15" RCP
15" CMP DI
15" RCP
18" RCP
48" CMP
18" RCP
W
/FES
WD/S
15" RCP
S
15" RCP
PLANTER
DI DI
SR1390 - COUNTRY CLUB BLVD.EXISTING R/WEXISTING R/WDI
WD/S
S
S
DB 1346 PG 932
EIPS 55°06'28" W179.18'S 55°06'28" W200.70'S 39°51'32" E
100.00'
S 39°51'32" E
100.00'S 55°06'28" W198.93'S 55°06'28" W197.42'S 31°40'10" E
151.42'
S 31°43'45" E
169.71'
S 31°50'23" E
161.60'
S 31°46'42" E
208.87'N 53°21'36" E199.40'S 33°00'46" E
150.79'
S 30°22'03" E
37.09'
S 43°33'50" E
393.23'S 32°04'10" WS 56°23'58" W67.90'S 56°23'58" W132.01'S 54°53'12" W200.22'S 31°55'29" E
218.78'N 55°55'30" E199.21'S 80°19'16" W203.22'S 80°19'16" W52.77'S 28°59'27" E
271.50'N 61°00'33" E251.17'EIP
1SBKD
1SBKD
1SFD
HTR
1SFD
S
SS
S S
S
100'
SR1308 - GUM BRANCH RD.
22' PAVED ROADWAY
JAMES SMITH
DB 581 PG 842 GABRIEL RODRIGUEZ
DB 4172 PG 316
JAMES McALLISTER, et ux
DB 1056 PG 403
DB 494 PG 677
THERESA McALLISTER
DB 3220 PG 914
DB 4192 PG 897
MORTON & MORTON PROPERTIES LLC
DB 3857 PG 856
ROBERT ALBERYSHARON MURRAY
DB 2746 PG 1
KEVIN ROYSTER
DB 1846 PG 68
MORTON & MORTON PROPERTIES LLC
DB 4192 PG 897
EXISTING R/W
60' R/WEXISTING R/W 60' R/WEXISTING R/W
EXISTING R/W
1SFD
BUILDINGRESIDENTIALBUILDINGRESIDENTIAL42" CMP15" RCP
SHEDSHEDCOUNTRY CLUB BLVDWOODS CONCCONCCONCWOODSINV=29.41'INV=29.39'N 48°50'35" W
192.24'
S 00°34'34" W155.18'N 76°41'32" E189.36'S
3
2
°
2
8'
2
0
" W1
2
1.
1
0'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WDB 1191 PG 904
JOHNNIE CARSON
DB 3481 PG 687
MITCHBURG INVESTMENT, LLC
DB 3270 PG 190
CLINTON & SYLVIA RUNYON 60' R/WS 59°54'17" W208.40'LTWELLWOODS
BUILDING
RESIDENTIAL
WOODS
20' PAVED ROADWAY
ROCK CREEK DRIVE SOUTH
TH 25
TH 26
TH 27
TH 28
TH 29
|
}b|b
(CL)
(CHARTER)
(CHARTER)
(CL)
(CL)(CL)(JOEMC)
(JOEMC)
(JOEMC)
(JOEMC)(JOEMC)4" PLAS. (COJ)
4" PLAS. (COJ)
b aabab
HHVAULTS
WATER
dobaa apb
HI|
}aIIIIIHHHH20" STL. CASING
20" STL. CASING EOIEOI(3) 1 1/2" UNK.FUNCTION CABLESJOEMC
JOEMC
(AATUR)
(AATUR)
14" ONWASA
14" ONWASA
16" C.O.J.
10" C.O.J.6"6"6"8" C.O.J.DUCT C.O.J. (AATUR)
(AATUR)
14" ONWASA
16" C.O.J.
10" C.O.J.
EOI
(AATUR)
DUCT C.O.J. (AATUR)EOI48" RCP
SHEET 10 OF 22
PERMIT DRAWING
SEE SHEET 15MATCH LINE -L- STA 193+00.00SEE SHEET 17MATCH LINE -L- STA 207+00.004/11/2019...\U-4906_HYD_PRM_PSH16.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
16U-4906
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
-L-
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
FOR -Y5- PROFILE, SEE SHEET 39
FOR -L- PROFILE, SEE SHEETS 32 AND 33195200205PI Sta 197+15.78
D
L = 558.83'
T = 280.01'
R = 3,494.66'
-L-
SE = EXISTING
PI Sta 12+23.25
D
L = 84.35'
T = 42.19'
R = 1,500.00'
PI Sta 14+09.39
D
L = 84.71'
T = 42.37'
R = 1,500.00'
-Y5-
SE = EXISTING SE = EXISTING
-Y5- STA 11+50.00
BEGIN CONSTRUCTION
33
36Z
96
97
98
30.00' RT
+65.95 -L-
71.26' RT
+07.86 -L-
64.40' RT
+14.64 -L-
85.58' RT
+34.97 -L-
30.00' LT
+21.14 -L-
50.92' LT
+02.27 -L-
57.65' LT
+09.56 -L-
30.00' LT
+34.62 -L-
34Z
35Z
F
C C
F
F F
F F
F
F
F
F
F
F
F
REMOVE
SEE DETAIL 13
SPEC. LAT. 'V' DITCH
15"
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
REMOVERETAINRETAIN
RETAIN
RETAINRETAINRETAIN
HW
G
T
D
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 15
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN RETAIN
RETAIN
RETAIN
RETAIN
MH
JB W/
MH
JB W/
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 15
-L- STA. 200+67 RT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
d= 4.0 Ft.
Length= 12.0 Ft.EXI
STI
NG BANKEXISTING BANKMIN. 2:1 TO TIEMI
N.
2:
1 TO TI
Ed
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
DETAIL 13
Ground
Natural
Slope
Fill
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
FROM -L- STA. 194+00 TO STA. 195+91 LT.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
RETAIN
DETAIL 14 ( Not to Scale)
Class I Riprap
Natural
Ground
Natural
Ground
D
(UPSTREAM)
CULVERT CHANNEL IMPROVEMENTS
VAR.VAR.
Riprap
Class I
1.5' Min.
(Variable)
Channel Bed
Slopes= 2:1 to Existing
(To Top of Bank)
D= Varies
EST. 40 SY GEOTEXTILE FABRIC
EST. 20 TONS CLASS I RIPRAP
EST. 5 CY EXCAVATION
-L- STA. 200+92 LT
RCP-IV
W/ 18"
EXTEND
COLLAR &
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 26
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 26
-Y5- STA. 12+00 RT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
d= 5.0 Ft.
Length= 13.0 Ft.EXI
STI
NG BANKEXISTING BANKMIN. 1.5:1 TO TIEMI
N.
1.5:1 TO TI
Ed
87" x 63" CAAP87" x 63" CAAPINV=27.7
INV=27.9
INV=30.5
INV=30.8
SEE DETAIL 14
(UPSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
HW
NS
RS 2007NAD 83/
LEGEND
GRAPHIC SCALE
0'50'50'150'100'
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER
TEMP. IMPACTS
SITE 3
SITE 4
SDI
DI
15" RCP
15" RCP
15" RCP
15" RCP
18" RCP
48" CMP
18" RCP
W
/FES
1SFD
1SFD
*EL3604BUILDINGRESIDENTIALWOODSTH 28
bba
aHHEOI48" RCP
2/20/2019...\U-4906_HYD_PRM_PSH16A_Enlarge_sheet.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
16U-4906
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
SHEET 11 OF 22
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'150'100'
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
-L-
ba
aHHEOIF
RETAIN
RETAIN
RETAIN
REMOVERETAINRETAIN
HW
G
T
D
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 15
RETAIN
RETAIN
MH
JB W/
MH
JB W/
RETAIN
RCP-IV
W/ 18"
EXTEND
COLLAR & 87" x 63" CAAPINV=30.5
INV=30.8
SEE DETAIL 14
(UPSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
NS
RS 2007NAD 83/
IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN
SITE 3
31313232323233333333343434
3435353535353535353636
363 6
3737
373737373838
38383838383939
393939394040 4
0
40
404040404040 40404040
4141
4141
4242SDI
DI
15" RCP
15" RCP
15" RCP
15" RCP
18" RCP
48" CMP
18" RCP
W
/FES
1SFD
1SFD
*EL3604BUILDINGRESIDENTIALWOODSTH 28
bba
aHHEOI48" RCP
2/20/2019...\U-4906_HYD_PRM_PSH16A_Enlarge_sheet.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
16U-4906
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
SHEET 12 OF 22
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'150'100'
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
-L-
ba
aHHEOIF
RETAIN
RETAIN
RETAIN
REMOVERETAINRETAIN
HW
G
T
D
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 15
RETAIN
RETAIN
MH
JB W/
MH
JB W/
RETAIN
RCP-IV
W/ 18"
EXTEND
COLLAR & 87" x 63" CAAPINV=30.5
INV=30.8
SEE DETAIL 14
(UPSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
NS
RS 2007NAD 83/
IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
SURFACE WATER
IMPACTS IN
SITE 3
L
2/14/2019...\U-4906_HYD_PRM_PFL.dgnHNTBPROJ. REFERENCE NO.SHEET NO.6/23/16SKEW = 105
C ELEV. = 40.25'
87" x 63" CAAP
STA. 200+79.74 -L-
O
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
U-4906
SCALE
40
35
30
40
35
30
TO EAST OF RAMSEY RD (SR 1324)
FROM WEST OF MILLS FIELD RD (SR 1313)
GUM BRANCH ROAD (SR 1308)
PROJECT: U-4906
ONSLOW COUNTY
1"=20' HORIZONTAL
1"=5' VERTICAL
SHEET 13 OF 22
PERMIT DRAWING
3:1 NORMAL
SURVEY 06-23-16
WS EL.= 31.9'
TB RT
EXISTING GROUND LINE
ON 0.3% GRADE
87" x 63"' CAAP
JUNCTION BOX
TB RT
TB LT
TB LT
EXISTING GROUND LINE
(BURY INV. 1' MIN.)
INV. IN =30.8'
EXISTING PIPE
(BURY INV. 1' MIN.)
INV. OUT =30.5'
VARIABLE SLOPE
HEADWALL
N 53°21'36" E199.40'S 33°00'46" E
150.79'
S 30°22'03" E
37.09'BUILDINGRESIDENTIAL42" CMP15" RCP
SHEDCOUNTRY CLUB BLVDWOODS CONCCONCCONCINV=29.41'INV=29.39'N 48°50'35" W N 76°41'32" E189.36'S
3
2
°
2
8'
2
0
" W1
2
1.
1
0'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WDB 1191 PG 904
JOHNNIE CARSON
DB 3481 PG 687
MITCHBURG INVESTMENT, LLC
DB 3270 PG 190
CLINTON & SYLVIA RUNYON 60' R/WS 59°54'17" W208.40'LT
BUILDING
RESIDENTIAL
20' PAVED ROADWAY
ROCK CREEK DRIVE SOUTH
TH 29
|
}|b
(CHARTER)
(CHARTER)
(CL)
(CL)(CL)(JOEMC)
(JOEMC)
(JOEMC)
(JOEMC)(JOEMC)4" PLAS. (COJ)
4" PLAS. (COJ)4/11/2019...\U-4906_HYD_PRM_PSH16A_Enlarge_sheet.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
16U-4906
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
SHEET 14 OF 22
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'50'50'150'100'
-Y5- STA 11+50.00
BEGIN CONSTRUCTION
96
97
98
F
F
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 2687" x 63" CAAPINV=27.7
INV=27.9
HW
NS
RS 2007NAD 83/
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER
TEMP. IMPACTS
SITE 4
2728292930303030303030303
1
3
2
32323333
3334
34343434
3435
35
35
35
35353535353636
363636363737 373737373
737
373738383838383838 39393939
39393939
3939404040404040 4040
40404040
40 41N 53°21'36" E199.40'S 33°00'46" E
150.79'
S 30°22'03" E
37.09'BUILDINGRESIDENTIAL42" CMP15" RCP
SHEDCOUNTRY CLUB BLVDWOODS CONCCONCCONCINV=29.41'INV=29.39'N 48°50'35" W N 76°41'32" E189.36'S
3
2
°
2
8'
2
0
" W1
2
1.
1
0'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WDB 1191 PG 904
JOHNNIE CARSON
DB 3481 PG 687
MITCHBURG INVESTMENT, LLC
DB 3270 PG 190
CLINTON & SYLVIA RUNYON 60' R/WS 59°54'17" W208.40'LT
BUILDING
RESIDENTIAL
20' PAVED ROADWAY
ROCK CREEK DRIVE SOUTH
TH 29
|
}|b
(CHARTER)
(CHARTER)
(CL)
(CL)(CL)(JOEMC)
(JOEMC)
(JOEMC)
(JOEMC)(JOEMC)4" PLAS. (COJ)
4" PLAS. (COJ)4/11/2019...\U-4906_HYD_PRM_PSH16A_Enlarge_sheet.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
16U-4906
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
SHEET 15 OF 22
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'50'50'150'100'
-Y5- STA 11+50.00
BEGIN CONSTRUCTION
96
97
98
F
F
PLACED IN STREAM BED)
(NO RIP-RAP IS TO BE
EST. 104 SYGF
EST. 57 TONS
CLASS 'I' RIP-RAP
SEE DETAIL 2687" x 63" CAAPINV=27.7
INV=27.9
HW
NS
RS 2007NAD 83/
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER
TEMP. IMPACTS
SITE 4
2/14/2019...\U-4906_HYD_PRM_PFL.dgnHNTBPROJ. REFERENCE NO.SHEET NO.6/23/16L
SKEW = 90
C ELEV. = 38.09'
87" x 63" CAAP
STA. 12+00.01 -Y5-
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
U-4906
5 10
O
SCALE
40
35
30
40
35
30
TO EAST OF RAMSEY RD (SR 1324)
FROM WEST OF MILLS FIELD RD (SR 1313)
GUM BRANCH ROAD (SR 1308)
PROJECT: U-4906
ONSLOW COUNTY
1"=20' HORIZONTAL
1"=5' VERTICAL
SHEET 16 OF 22
PERMIT DRAWING
TB RTTB LT
EXISTING GROUND LINE
ON 0.4% GRADE
87" x 63"' CAAP
SURVEY 06-23-16
WS EL.= 31.9'
TB RT
TB LT
EXISTING GROUND LINE
EXISTING PIPE
(BURY INV. 1' MIN.)
INV. IN =27.9'
(BURY INV. 1' MIN.)
INV. OUT =27.7'
HEADWALL
DI
24" RCP
24" RCP
9' CONCDI 15" RCPDI9' GR2
4
" RC
P
24" RCP
D
I10' GR9' GRDI24" RCP
137"x87" CMAP137"x87" CMAP137"x87" CMAPCONC BAG HEADWALL
DI
DI
DI
15" RCP15" RCP15" RCPEIP
EIP
SI
GHT
T
RI
ANGL
E
10' X 70'
S
IGHT
TR
IANGLE
10' X
70'
EXISTING R/W
EXISTING R/W60'EXISTING R/WEXISTING R/WI
NV=26.35'
I
NV=24.01'
INV=1.97'
INV=2.00'
INV=2.00'
INV=1.27'
INV=0.64'
INV=0.71'
TOP=19.44'
INV=16.09'TOP=24.47'I
NV=21.00'TOP=27.06'
IN
V
=24.01'TOP=25.95'I
NV=24.08'
T
OP
=29.38'I
NV=26.38'TOP=26.98'I
NV=24.89'
T
OP
=28.69'I
NV=26.38'
SR1308 - GUM BRANCH RD.
37.5' PAVED ROADWAY
110 111
112
113
115
116
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4
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7
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7
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EC. LAT. 'V' DI
TCHS
EE DETAI
L 19
S
P
EC. LAT. 'V' DI
TCHS
EE DETAI
L 19
S
P
EC. LAT. 'V' DI
TCHDDE=
160 CYS
=
4.1
%S
EE DETAI
L 23
S
P
EC. LAT. BAS
E DI
TCHS
EE DETAI
L 22
S
P
EC. LAT. 'V' DI
TCHREMOVES
EE DETAI
L 19
'V' DI
TCHS
P
EC. LAT. 8/12/2021...\U-4906_HYD_PRM_PSH23_pfl.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
23U-4906
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS FOR -L1- PROFILE, SEE SHEET 36
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
-L1- POT STA 14+00.00
END RESURFACING
11+00
0
10
20
30
40
12+00 13+00 14+00EXISTING POWER POLESHEET 17 OF 22
PERMIT DRAWING
15+00 16+0010+00
EXISTING UTILITY POLE
OVERHEAD POWER LINE
ALONG CENTER OF
EXISTING GROUND LINE
UTILITY LINE
PROPOSED OVERHEAD
PROPOSED UTILITY POLE
NEUTRAL WIRE
POWER LINES REMOVEREMOVEREM
OVER
E
MOVEREMOVEREMOVEREMOVE
REMOVE
REMOVE
DIDIDIDI DI-
S
DDI-SDDI-SDDI-SDDI-SDRETAINRETAINRETAINREMOVE
30" RCP-IV
30"
R
CP-I
V3
0
" RC
P
-IV
3
0" RC
P
-IV30" RC
P
-IV
30" RCP-IV 15" RCP-IV15" RCP-I
V15" RCP-I
V15" RCP-I
V18" RCP-IV RCP-IV18"
12
3344455
56
67
788
89
999
999999910101010101010101010101010101010101
0
10 101010 111111111111
11
1111121212121212
1
2
121212
13
13
13
1313
1313131
314
1414141414
14
14
1414
1415
1
5151
5
15151515
15151515
1515151515 1515151515
15
1616
16
16
1
61616161
6 1616161616
16161616
16 171717
1
7
17171717171
7
171718181
8
18
181818
18
18
18181818 191919
19
19 19191919
191919
2
020 202020 20202
020
20
2020202020
20 202020
20 2020202020
2
1 2121212121212121
21 2121
212121
212121
2121
222222222
2
222222 222222 2323232323232 323 2323
2324242424242424242424
24 252525252525252525
2
5
2525 252526 2626 262627 272727 272727
2828
28282
8 28282
9292929
29 2929
293030 303030303030
30
30 3030303
0 303131313131
313131
31
31
31
3131 3232
32 33DI
24" RCP
24" RCP
9' CONCDI 15" RCPDI9' GR2
4
" RC
P
24" RCP
D
I10' GR9' GRDI24" RCP
137"x87" CMAP137"x87" CMAP137"x87" CMAPCONC BAG HEADWALL
DI
DI
DI
15" RCP15" RCP15" RCPEIP
EIP
SI
GHT
T
RI
ANGL
E
10' X 70'
S
IGHT
TR
IANGLE
10' X
70'
EXISTING R/W
EXISTING R/W60'EXISTING R/WEXISTING R/WI
NV=26.35'
I
NV=24.01'
INV=1.97'
INV=2.00'
INV=2.00'
INV=1.27'
INV=0.64'
INV=0.71'
TOP=19.44'
INV=16.09'TOP=24.47'I
NV=21.00'TOP=27.06'
IN
V
=24.01'TOP=25.95'I
NV=24.08'
T
OP
=29.38'I
NV=26.38'TOP=26.98'I
NV=24.89'
T
OP
=28.69'I
NV=26.38'
SR1308 - GUM BRANCH RD.
37.5' PAVED ROADWAY
110 111
112
113
115
116
P
B
4
2
P
G
2
6DB
14
8
7
P
G
6
7
7RANDY THOMP
S
ON, et al
P
B
5
1 P
G
5
9DB
2
7
17
P
G
2
7
7LOUI
S
E DUNN, et
vir
P
B
5
1 P
G
5
9DB
3
2
0
5
P
G
8
9
4BRANDON
SIS
S
ONDB
8
0
9
P
G
5
8
2DONALD CUS
TY, J
R.
15" RCP
RCP24"
et
virANNETTE METTS,
JI
MMY METTS, et
u
xEVE
LYN
SI
MS
P
I |p Pb
ababQaI
b
I
EORIEOIEOIEOI
FI
ELD
+/-DRAI
NP
LUS\MI
NUS LOCATI
ONDRAWN
P
ER
S
KETCH
S
HOWI
NGS
EP
TI
C TANK & DRAI
N
FI
ELDP
ARCEL 60
T
ANK +/-
S
EP
TI
CBZBZBZBZBZBZBZ BZ
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
100'BZBZTEL PE
D
5
4
5
5
5
6
5
9
9
4
R
WMRW
M
PWM
MIN SAG 29' ABOVE PIPEEXISTING POWER POLEPROPOSED POWER POLESPECTRUM CABLE
NEUTRAL WIRE
POWER LINES
I |p
bbbQI
b
I
EORIC
F
C
C
C
CFCC20-Y3-
S
TA
2
0
+
0
8.4
2
-L1-
P
OC
S
TA
18
+
5
6.9
5
=EXIST.ES
T. 10
S
YGFEST. 3 TONSCLAS
S 'B' RIP-RAPEST. 11
S.Y.G.
F.ES
T. 5 TONSCLAS
S 'B' RI
P-RAPTRANSITION
S
TONEES
T. 21
S
YGFEST. 8 TONSCLAS
S 'B' RI
P-RAP
REMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVES
EE DETAI
L 20
S
P
EC. LAT. 'V' DI
TCHS
EE DETAI
L 19
S
P
EC. LAT. 'V' DI
TCHS
EE DETAI
L 19
S
P
EC. LAT. 'V' DI
TCHDDE=
160 CYS
=
4.1
%S
EE DETAI
L 23
S
P
EC. LAT. BAS
E DI
TCHS
EE DETAI
L 22
S
P
EC. LAT. 'V' DI
TCHREMOVES
EE DETAI
L 19
'V' DI
TCHS
P
EC. LAT. 8/12/2021...\U-4906_HYD_PRM_PSH23_pfl.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
23U-4906
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS FOR -L1- PROFILE, SEE SHEET 36
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
-L1- POT STA 14+00.00
END RESURFACING
11+00
0
10
20
30
40
12+00 13+00 14+00EXISTING POWER POLESHEET 18 OF 22
PERMIT DRAWING
15+00 16+0010+00
EXISTING UTILITY POLE
OVERHEAD POWER LINE
ALONG CENTER OF
EXISTING GROUND LINE
UTILITY LINE
PROPOSED OVERHEAD
PROPOSED UTILITY POLE
NEUTRAL WIRE
POWER LINES REMOVEREMOVEREM
OVER
E
MOVEREMOVEREMOVEREMOVE
REMOVE
REMOVE
DIDIDIDI DI-
S
DDI-SDDI-SDDI-SDDI-SDRETAINRETAINRETAINREMOVE
30" RCP-IV
30"
R
CP-I
V3
0
" RC
P
-IV
3
0" RC
P
-IV30" RC
P
-IV
30" RCP-IV 15" RCP-IV15" RCP-I
V15" RCP-I
V15" RCP-I
V18" RCP-IV RCP-IV18"
18" CMP
18" CMP
18" CMP
18" CMP
18" CMP
18" CMP
15" CMP
15" CMP
18" CMP
12' SOIL10' SOIL12' SOIL/GRCONC DR179180181182183SR1308 - GUM BRANCH RD.
37.5' PAVED ROADWAY
DI
DI DI
DI
DI
PHILIP F. GAREY, et ux10
' SOIL/GR20' BSTEIP
EIP
EIP
PK
18" CMP
DI
RANDY JARMAN, et ux
LINDA LACORTE
EDDIE JONES, et ux
LARRY D. COTTLE, et ux
EXISTING R/W
60'EXISTING R/W
TH 37
aaaba|IHIb
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUNDNO ASSOCIATED(WM)EOIEORI18" CMP
15" CMP
18" CMP
8" BLK
15" CMP
6" CI (ONWASA)
(EXPOSED OVER DITCH)
NOT FOUNDBLOW-OFF16" WATER
b b aEOICONC BAG HEADWALL
SR1308 -GUM BRANCH RD
36.5' PAVED ROADWAY
24" RCP INV=4.11' 6" CI (ONWASA)
(EXPOSED OVER DITCH)
NOT FOUNDBLOW-OFF16" WATER
b b aEOICREEKHALF MOONCEI = 6.97'INV=-1.26' CEI = 6.33'INNV=-1.87' CEI = 6.32'INV=-1.85' 99"H CMP99"H CMAP99"H CMAPCEI = 5.84' INV=-2.33'
CEI = 5.84' INV=-2.19' CEI = 6.44' INV=-1.77' BZBZBZB
Z BZBZBZ
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
et ux
EDDIE JONES, BZ BZLUMEN
CONTERRA
HAND HOLE
CONTERRA
ABANDONED
LUMEN
LUMEN
ABANDONED
LUMEN
CONTERRA HH
PED REM
LUMEN
ABANDONED
CONTERRA
PFH
GVSEE SHEET 25MATCH LINE -L1- STA 73+50.00NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS
8/12/2021...\U-4906_HYD_PRM_PSH26.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
26U-4906
-L1- STA 81+55.00
END TIP PROJECT U-4906
END CONSTRUCITON
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.8/17/99758083
84
86
77A
81Z
82Z
85
80
GTD
DI-SD
DI-SD DI-SD
DI 2GI-A DI-SD
DI-SD
DI-SD
DDE=40 CY
S=0.1%
SEE DETAIL 7
SPEC. LAT. BASE DITCH
INV=2.1
REMOVE
REMOVE
REMOVE
REMOVE REMOVE REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
EST. 14 SYGF
EST. 5 TONS
CLASS 'B' RIP-RAP
D
B
SPECIAL LATERAL BASE DITCH
Ground
Natural
B= 2.0 Ft.
Min. D= 2.0 Ft.3:
1 3:1
FROM -L1- STA. 77+27 TO STA. 78+20 LT.
( Not to Scale)
DETAIL 7
Slope
Fill
RCP-IV
18"
18" RCP-IV
RCP-IV
15"
RCP-IV
15"
24" RCP-IV 24" RCP-IV 24" RCP-IV
18" RCP-IV
24" RCP-IV 24" RCP-IV 24" RCP-IV
24" RCP-IV
24" RCP-IV
EST. 14 SYGF
EST. 5 TONS
CLASS 'B' RIP-RAP
24" RCP-IV
24" RCP-IV
24" RCP-IV
JB w/ MH
JB w/ MH
& PLUG
EXISTING 18" CMP
REMOVE 140 LF OF
JB w/ MH
24" RCP-IV
V2= 1.1 fps
Q2= 18.0 cfs
V10= 1.2 fps
Q10= 27.0 cfs
NSRS
2007
NAD
83/LEGEND
SHEET 19 OF 22
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'150'100'
IN WETLAND
EXCAVATION
E E IN WETLAND
DENOTES EXCAVATION
SITE 5
-6-5-4-
3-2-100
1
12
2
22222
233
3333333333
333
33333
4 44
4444444
4 444
4
4444
4
4444444
5
55555555
5 5
55
5 55
55555555 5
5 555 5
5
55
5555
55
666
6
6 666666666
6
66
777
77
777 77777
7
7
77777
777 77777778
8
88
8
8
8888888 8888
88 88 88999
9
9 99999999
9 9999
999 9
9
9999999
9101010
101010 1010
1010101010
1
0
1010
101010
10
10
1010
101010101010101010101010
10
10
10
10
1010101010
10 1010101010101
0
111111 111111111111
11 111111
11
11
11
11111111121212 1212121212
12 1212 121212
121212121313131313131313
13
13
13
13
13131313
13131313141414
14141414141414141414
1515
1515151 515
15
151515
1515
151515151515151515151516161616161616161616161616171717171718
18
1818
18" CMP
18" CMP
18" CMP
18" CMP
18" CMP
18" CMP
15" CMP
15" CMP
18" CMP
12' SOIL10' SOIL12' SOIL/GRCONC DR179180181182183SR1308 - GUM BRANCH RD.
37.5' PAVED ROADWAY
DI
DI DI
DI
DI
PHILIP F. GAREY, et ux10
' SOIL/GR20' BSTEIP
EIP
EIP
PK
18" CMP
DI
RANDY JARMAN, et ux
LINDA LACORTE
EDDIE JONES, et ux
LARRY D. COTTLE, et ux
EXISTING R/W
60'EXISTING R/W
TH 37
aaaba|IHIb
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUNDNO ASSOCIATED(WM)EOIEORI18" CMP
15" CMP
18" CMP
8" BLK
15" CMP
6" CI (ONWASA)
(EXPOSED OVER DITCH)
NOT FOUNDBLOW-OFF16" WATER
b b aEOICONC BAG HEADWALL
SR1308 -GUM BRANCH RD
36.5' PAVED ROADWAY
24" RCP INV=4.11' 6" CI (ONWASA)
(EXPOSED OVER DITCH)
NOT FOUNDBLOW-OFF16" WATER
b b aEOICREEKHALF MOONCEI = 6.97'INV=-1.26' CEI = 6.33'INNV=-1.87' CEI = 6.32'INV=-1.85' 99"H CMP99"H CMAP99"H CMAPCEI = 5.84' INV=-2.33'
CEI = 5.84' INV=-2.19' CEI = 6.44' INV=-1.77' BZBZBZB
Z BZBZBZ
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
Shoreline AEC
30' Public Trust
et ux
EDDIE JONES, BZ BZLUMEN
CONTERRA
HAND HOLE
CONTERRA
ABANDONED
LUMEN
LUMEN
ABANDONED
LUMEN
CONTERRA HH
PED REM
LUMEN
ABANDONED
CONTERRA
PFH
GVSEE SHEET 25MATCH LINE -L1- STA 73+50.00NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS
8/12/2021...\U-4906_HYD_PRM_PSH26.dgnHNTBHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
26U-4906
-L1- STA 81+55.00
END TIP PROJECT U-4906
END CONSTRUCITON
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.8/17/99758083
84
86
77A
81Z
82Z
85
80
GTD
DI-SD
DI-SD DI-SD
DI 2GI-A DI-SD
DI-SD
DI-SD
DDE=40 CY
S=0.1%
SEE DETAIL 7
SPEC. LAT. BASE DITCH
INV=2.1
REMOVE
REMOVE
REMOVE
REMOVE REMOVE REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
EST. 14 SYGF
EST. 5 TONS
CLASS 'B' RIP-RAP
D
B
SPECIAL LATERAL BASE DITCH
Ground
Natural
B= 2.0 Ft.
Min. D= 2.0 Ft.3:
1 3:1
FROM -L1- STA. 77+27 TO STA. 78+20 LT.
( Not to Scale)
DETAIL 7
Slope
Fill
RCP-IV
18"
18" RCP-IV
RCP-IV
15"
RCP-IV
15"
24" RCP-IV 24" RCP-IV 24" RCP-IV
18" RCP-IV
24" RCP-IV 24" RCP-IV 24" RCP-IV
24" RCP-IV
24" RCP-IV
EST. 14 SYGF
EST. 5 TONS
CLASS 'B' RIP-RAP
24" RCP-IV
24" RCP-IV
24" RCP-IV
JB w/ MH
JB w/ MH
& PLUG
EXISTING 18" CMP
REMOVE 140 LF OF
JB w/ MH
24" RCP-IV
V2= 1.1 fps
Q2= 18.0 cfs
V10= 1.2 fps
Q10= 27.0 cfs
NSRS
2007
NAD
83/LEGEND
SHEET 20 OF 22
PERMIT DRAWING
GRAPHIC SCALE
0'50'50'150'100'
IN WETLAND
EXCAVATION
E E IN WETLAND
DENOTES EXCAVATION
SITE 5
2/20/2019...\U-4906_HYD_PRM_XPL.dgnHNTBPROJ. REFERENCE NO.SHEET NO.6/23/1600
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
R-5021
5 10
-L1- 79+00.00
SITE 5
30
20
10
0
30
20
10
0
3:1
3:15.81
WETLAND CROSS SECTIONS
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
SHEET 21 OF 22
PERMIT DRAWING
TO EAST OF RAMSEY RD (SR 1324)
FROM WEST OF MILLS FIELD RD (SR 1313)
GUM BRANCH ROAD (SR 1308)
PROJECT: U-4906
ONSLOW COUNTY
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel ChannelSite Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts BankNo. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Stabilization (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 -Y2- 14+50 to 18+12 RT/LT 30" RCP/48" RCP 0.026 0.003 1 -Y2- 14+50 to 18+12 RT/LT 4' STD. / LAT. Base Ditch; 12' STD. Base Ditch 0.071 0.004 1 -L- 159+33 to 159+43 LT 48" RCP; Junction Box 0.003 0.002 2 -L- 164+70 to 165+91 RT Roadway Fill / Spec. LAT. 'V' Ditch 0.005 0.005 0.017 0.037 3 -L- 200+46 to 201+04 LT/RT 87" X 63" CAAP 0.014 0.006 18 28 254 -Y5- 11+94 to 12+20 LT/RT 87" X 63" CAAP 0.005 0.009 39 185 -L1- 78+40 to 79+07 LT Grade to Drain (GTD) 0.009 TOTALS*:0.005 0.014 0.017 0.037 0.118 0.024 18 67 43*Rounded totals are sum of actual impactsNOTES:-L- Sta. 73+89 to Sta. 75+09 LT / RT; 0.000 SF Cow Horn Swamp-L1- Sta. 12+33 to Sta. 13+58 LT; 1899.657 SF (Hand Clearing uplands) Batchelors Delight Swamp -L1- Sta. 81+25 to Sta. 81+47 LT; 253.194 SF (Mechanized Clearing uplands) Half Moon CreekRevised 2016 09 09SHEET 22 OF 22 WETLAND AND SURFACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSOnslow CountyU-4906 NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS4/11/2019Excavation in Wetlands: 605.484 SFPermanent Fill in Wetlands: 196.020 SFMechanized Clearing in Wetlands: 757.944 SFHand Clearing in Wetlands: 1616.076 SFCAMA AEC Buffer Impacts: