20150160 Ver 3_PCN_package_reissue_electonic_20180220

Attachment A: R-5023B/C, NC53 Improvements
Section B, 3e.
The proposed project will make improvements to a 1.8 mile section of NC 53 and the NC53/SR 1109
(Holly Shelter Road) intersection. The project will include the following:
- Widening of NC 53 from 2 lanes to 3 lanes between a point 0.2 mile west of the NC53/SR 1214
(Foy Lockamy Road) intersection to the NC53/SR1116 (Onslow Pines Road) intersection;
- Road realignment and widening at the NC 53/SR 1109 (Holly Shelter Road) intersection;
- The existing 1@24” RCP (L=46’) on a UT to Southwest Creek (Site 1 on attached drawings) is to
be replaced with a 1@66” x 51” CAPA (L=80’);
- The existing 1@4’ x 4’ RCBC (L=46’) on a UT to Blue Creek (Site 4 on attached drawings) is to be
replaced with a 1@6’ x 6’ RCBC (L=68’);
The project work will consist of grading, widening, drainage improvements, pavement widening,
roadway construction, pavement markings, and pavement markers. This work will be conducted using
standard road construction equipment.
Attachment B. Stream Impacts
3a.
Stream
Impact
Number
Permanent
(P) or
Temporary
(T)
3b.
Type of Impact
3c.
Stream Name
3d.
Perennial
(PER) or
Intermittent
(INT)?
3e.
Type of
Jurisdiction
3f.
Average
Stream
Width
(feet)
3g.
Impact length
(linear feet)
S1 (P) Culvert UT to Southwest
Creek
INT Corps 6 40
S1 (T) Culvert UT to Southwest
Creek
INT Corps 6 15
S1 (P) Bank
Stabilization
UT to Southwest
Creek
INT Corps 6 15
S1 (T) Bank
Stabilization
UT to Southwest
Creek
INT Corps 6 10
S4 (P) Culvert UT to Blue Creek PER Corps 9 42
S4 (T) Culvert UT to Blue Creek PER Corps 9 17
S4 (P) Bank
Stabilization
UT to Blue Creek PER Corps 9 11
S4 (T) Bank
Stabilization
UT to Blue Creek PER Corps 9 10
S6 (P) Culvert UT to Southwest
Creek
INT Corps 2 12
S6 (P) Dissipator Pad UT to Southwest
Creek
INT Corps 2 11
S6 (T) Dissipator Pad UT to Southwest
Creek
INT Corps 2 12
3h. Total stream and tributary impacts 195
* Total Impacts include 131 feet of Permanent Impacts and 64 feet of Temporary Impacts
Attachment C. Open Water Impacts
4a.
Open Water Impact #
Permanent (P) or
Temporary (T)
4b.
Name of Waterbody
(if applicable)
4c.
Type of Impact
4d.
Waterbody
type
4e.
Area of Impact
(acres)
O2 (P) UT to Blue Creek Culvert Tributary <0.01
O2 (P) UT to Blue Creek Dissipator Pad Tributary <0.01
O2 (T) UT to Blue Creek Dissipator Pad Tributary <0.01
O3 (P) UT to Blue Creek Culvert Tributary <0.01
O3 (P) UT to Blue Creek Dissipator Pad Tributary <0.01
O3 (T) UT to Blue Creek Dissipator Pad Tributary <0.01
O5 (P) UT to Blue Creek Culvert Tributary 0.02
O5 (P) UT to Blue Creek Dissipator Pad Tributary <0.01
O5 (T) UT to Blue Creek Dissipator Pad Tributary <0.01
3h. Total open water impacts 0.04
* Total Impacts include 1,421 square feet of permanent impacts and 231 square feet of temporary impacts.
Copyright:© 2013 National Geographic Society, i-cubed
Project LocationNC 53 (R-5023 B&C)
Onslow County, North Carolina
Path: P:\GeoGra\Projects\2012\052\02\GIS\mxd\Dec2014\fig_loc2.mxd Date: 12/31/2014 1:49:39 PM
E
0 30001500
Feet
Project Study Area
Disclaimer: The information depicted on this figure is for
informational purposes only and was not prepared for, and is
not suitable for legal or engineering purposes.
1Figure:
Project:
Date:
Drwn/Chkd:
Source: 2011 National Geographic Society/ESRI,
i-cubed seamless USGS quadrangles (Haws Run
(1981) and Jacksonville South (1961), NC); Project
Boundary approximated by ESI.
UV53
NOTE: All locations are approximate.
ER12052.02
Jan 2015
KT/RT
UV24
(Haws Run quadrangle contours are in meters.)
Project Tracking No. (Internal Use)
I 12-07-0046
I NO SURVEY REQUIRED FORM
PROJECT INFORMATION

Project No : NC53/SRII09 Coun ty: Onslow
WBSNo : 43463.1.1 Document: Minimum Criteria Sheet
F.A . No : n/a Funding: ~ State o Federal
Federal (USACE ) Permit Required? ~ Yes 0 No Permit Type: NWP14 & WQC
Project D escription :This project proposes to realign the "T-intersection"ofNC53 and SR11 09 (Holly
Shelter Road) west of Jacksonville in the community of Waltons Store in Onslow County,North
Carolina. Work will include a 4-/00t extension of an existing 18" RCP, removal and replacement of
two driveway pipes, and installation ofa monolithic island on SR1109. The archaeological APE
extends 400ft. in each direction from the intersection and subsumes the 100ft. wide existing right-of­
way along NC53 and the 60ft. wide right-of-way on SR1109 both as depicted on the vicinity map.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description ofreview activities, results ofreview, and conclusions:
A map review and site file search was conducted at the Office of State Archaeology (OSA) on Friday, July 20, 2012.
No previously recorded archaeological sites are situated within the APE, but one prehistoric resource (310N277) is
located adjacent along the northern side of NC53 near/beyond the western project limits. Recorded by an amateur
status individual in February of 1979, the site form maintained at the Office of State Archaeology (OSA) contained
absolutely no information regarding the sites environmental or cultural contexts. The resource remains
unevaluated in terms of Nat ional Register of Historic Places (NRHP) eligibility. All indications place this dubious
resource on an elevated, well-drained upland land surface several hundred feet west of the intersection
improvement locale and outside any potential impact activity.
An examination of NRHP , State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), and Surveyed
Site (SS) properties ut ilizing resources available on the NCSHPO website determined that none of the above
designated properties with potential archaeological subsurface deposits were located in the defined APE or close
nearby.
Furthermore, topographic maps, historical maps, USDA soil survey maps (BaB),and archaeological/historical
reference materials were i nspected by the cultural resource specialist to evaluate both environmental and cultural
factors that may have led to prehistoric/historic occupation of the APE. Aerial photographs and the Google Street
View map application were also used to lend a first-hand, on-ground perspective of the land surfaces with in and
surrounding the APE to assess the level of impacts and disturbances that may have resulted in the degradat ion or
destruction of formerly unknown archaeological deposits with in the project construction footprint.
BriefExplanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
Accord ing to engineer ing design plans submitted by the division environmental officer, the proposed construction
work is to occur within the bounds of the existing and highly disturbed right-of-way corridors of the two subject
roads. The project jurisdictional features map illustrates that the APE ground surfaces between NC53 and SRll09,
aswell ason the northern side of NC53near the western project limits, are characterized by wetlands .Aer ial
photographs and the Google Street View map application further demonstrate the disturbed and modified
character of the area. Becauseprev iously recorded site 310N277,according to OSA maps and recently analyzed
"No S urvey Required'tform f or Minor Transportation Projects as Qualified in the 200 7 Programmatic Ag reement.
NCDOT Archaeology & Historic Architecture Gr oups
environmental data, is located outside of the construction footprint and APE, no investigation of the resource is
recommended. Significant archaeological deposits and features eligible for listing on the National Register of
Historic Places (NRHP) are unlikely to be affected. No further archaeological work or input is recommended for this
state-funded road widening project.
SUPPORT DOCUMENTATION
See attached: ~ Map(s) ~ Previous Survey Info D Photos DCorrespondence
D Photocopy of County Survey Notes
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL
NO SURVEY REQUIRED
g-/I/ZO/..2
NCDOT Cultural Resources Specialist Date
"No Survey Required" form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
NCDOT Archaeology & Historic Architecture Groups
(Version 2.01; Released December 2014)41922.3.1TIP No.:R-5023BCounty(ies):Onslow Page 1 of 4TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:N/AExisting:Year:Threatened/Endangered Species?NoComments:NoN/AN/AN/ADeck 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)ac.-L- 10+00 to 19+00: 3 - 11' lanes w/ grass shoulders and ditches. -L- 19+00 to 104+50: 2 - 11' lanes w/ grass shoulders and ditches. -L1-14+00 to 28+00: 2 - 11' lanes w/ grass shoulders and ditches. N/[e-mail] Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:SANone14000-L- 10+00 to 70+50: 3 - 12' lanes with paved/grass shoulders and grass ditches. -L-70+50 to 104+50: 3 - 12' lanes with 2' - 6" curb and gutter. -L1- 14+00 to 28+00: 3 - 12' lanes with paved/grass shoulders and grass ditches.Waterbody Information2012NCDWR Stream Index No.:41922.3.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)R-5023B includes the widening of NC 53 (2-lane to 3-lane) from 0.2 miles west of SR 1214 (Foy Lockamy Rd) to SR 1116 (Onslow-Pines Rd) in Onslow County. The project also includes widening/improvements at the NC 53 / SR 1109 (Holly Shelter Rd.) intersection. Proposed roadside ditches were designed to meet grass swale criteria (maximum 3:1 side slopes). Grass swale data at the permit sites have been provided where applicable. The project also includes the improvement of 2 crossings on jurisdictional streams (greater than 60" pipe conveyance).-Site 1 (-L- 34+20): UT to Southwest Creek - The existing 1 @ 24" RCP (L=46') is to be replaced with a 1 @ 66" x 51" CAPA (L=80').-Site 4 (-L- 87+41): UT to Blue Creek - The existing 1 @ 4' x 4' RCBC (L=46') is to be replaced with a 1 @ 6' x 6' RCBC (L=68').343 E. Six Forks RoadNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:524 South New Hope Rd.Address:General Project InformationR-5023BWBS Element:Roadway WideningWBS Element:HNTB North Carolina, P.C. / Ben Henegar, EINCDOT Contact:[phone]Suite 200Raleigh, NC 27609Contractor / Designer:(919) [e-mail]:9/17/2015OnslowJacksonville, NCRobert T. TurnbullRaleigh, NC 27610River Basin(s): City/Town:10.5Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)YesResidential / SuburbanSouthwest Creek19-17-(0.5)7.71.9 MilesProject DescriptionProposed ProjectWhite OakNoneSupplemental Classification: Nutrient Sensitive Waters (NSW)Wetlands within Project Limits?
(Version 2.01; Released December 2014)North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSWBS Element:41922.3.1TIP No.:R-5023BCounty(ies):Onslow Page 2 of 4Threatened/Endangered Species?NoComments:NoN/AN/AThreatened/Endangered Species?Comments:Threatened/Endangered Species?Comments:Threatened/Endangered Species?Comments:(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)Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)NRTR Stream ID:Surface Water Body (4): Impairments:Buffer Rules in Effect:WBS Element:Surface Water Body (2): Buffer Rules in Effect:N/AAdditional Waterbody InformationBlue CreekNCDWR Stream Index No.:NCDWR Stream Index No.:19-8Nutrient Sensitive Waters (NSW)NRTR Stream ID:Class SCPrimary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification: Other Stream Classification: Impairments:Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?Supplemental Classification: Supplemental Classification: Other Stream Classification: SB, TC, SC, SD NRTR Stream ID:Impairments:Buffer Rules in Effect:Other Stream Classification: Buffer Rules in Effect:NCDWR Surface Water Classification for Water BodyPrimary Classification: (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Surface Water Body (5): NCDWR Stream Index No.:(If yes, provide justification in the General Project Narrative)NCDWR Stream Index No.:Primary Classification: Other Stream Classification: NoneSupplemental Classification: Primary Classification: NRTR Stream ID:Impairments:NoneSurface Water Body (3): Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/ANCDWR Surface Water Classification for 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)Deck Drains Discharge Over Water Body?NCDWR Surface Water Classification for Water Body(If yes, provide justification in the General Project Narrative)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, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?Deck Drains Discharge Over Water Body?
(Version 2.01; Released December 2014)41922.3.1TIP No.:R-5023BCounty(ies):Onslow Page 3 of 4Sheet No.Stations (Road Projects) orCoordinates (Non-Road)Surface Water BodyBase Width(ft)Front Slope(H:1)Back Slope(H:1)Drainage Area(ac)Recommended Treatm't Length(ft)Actual Length(ft)Longitudinal Slope(%)Q2(cfs)V2(fps)Q10(cfs)V10(fps)Rock Checks UsedBMP Associated w/ Buffer Rules?-L- 27+50 LT-L- 32+50 LT-L- 27+90 RT-L- 34+20 RT -L- 34+25 LT-L- 45+90 LT-L- 34+20 RT-L- 45+50 RT-L- 45+90 LT-L- 56+50 LT-L- 45+50 RT-L- 56+50 RT-L- 58+50 LT-L- 63+00 LT-L- 61+50 RT-L- 64+50 RT-L- 64+60 RT-L- 70+70 RT-L1- 10+00 LT-L1- 18+00 LT5.45.19.76.417.33.911.410.0No1.6 No1.9 No2.0NoNo4.00.90.01958804.08857709 (Site 2)0.0 4.0 3.01.515010 (Site 3)0.0 3.019021 (Site 6)10 (Site 3)(1)Southwest Creek3.0 1.94.63.04609 (Site 2)3.00.0 3.0(2)Blue Creek(2)Blue Creek(2)Blue Creek90WBS Element:1.61.57 (Site 1)No595935No1.80%3.6 2.03.47 (Site 1)0.04.0 3.0 4.59 (Site 2)7 (Site 1)0.93.0465907 (Site 1)2.3 3.00.0 4.0 3.03.01.23.0 1.21200.00.04.03.04.00 / 21.92.30% 2.80.77% 4.00.70%1.89007.51.09%4.91.50%7.60.62%4.21.29%460No1.80.7708.82.30.82%1.51.81.40.03403.01.213.110.20.51%3107653.02.22.01.3450NoNo1.3No2.2NoSwales(1)Southwest Creek(1)Southwest Creek(1)Southwest Creek(1)Southwest Creek(2)Blue Creek(2)Blue CreekNoNoNoNoNoNoNoNoNorth Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSAdditional Comments
(Version 2.01; Released December 2014)41922.3.1TIP No.:R-5023BCounty(ies):Onslow Page 4 of 4Sheet No.Surface Water BodyRiprap TypeDrainage Area(ac)Conveyance StructureAdditional Comments1 @ 30" RCPRiprap Apron / PadRiprap Apron / Pad Class IPreformed Scour Holes and Energy Dissipators7.2Class 'B'15.2(1)Southwest CreekPipeN/AN/AN/A1 @ 30" RCP8.0Pipe31.019.0Pipe2.01.52.11.99.2WBS Element:Class 'B'10Highway Stormwater Program21North Carolina Department of Transportation-L- 103+00 LTPipe/Structure Dimensions(in)1 @ 24" RCP-Y9- 13+40 RT15(2)Blue Creek(2)Blue Creek-L- 64+56 LTEnergy Dissipator TypeRiprap Apron / PadRiprap Apron / Pad(2)Blue Creek941.0Class IQ10(cfs)30.0-L- 56+60 LTStation (Road Projects) orCoordinates (Non-Road Projects)2 @ 42" x 29" CAPAV10(fps)N/ASTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSBMP Associated w/ Buffer Rules?Pipe* 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.
ONSLOW COUNTY
=ADT

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)
41922.3.3
41922.3.1 PE
41922.3.2 R/W
CONST.
STP-0053(8)
STP-0053(8)
STP-0053(8)
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
11:31:39 AM...\R5023BC_hyd_prm_tsh.dgn$$$$USERNAME$$$$CONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA2014 12,000
30 603015
50 1005025
10 20105
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD .
THIS PROJECT IS NOT WITHIN ANY MUNICPAL BOUNDARIES.
TO JACKSONVILLE
TO BURGAW
-L-
-L--L
1-NC 53
BURGAW HWYHOLLY SHELTER RD.SR 1109
-Y9-FOY-LOCKAMY RD-Y1- SR 1214-Y2- SR 1105HAWS RUN RD-Y4- SR 1212PONY FARM RD-Y3- SR 1113MURRILL HILL RD-Y6- SR 1217JUSTICE RD-
Y5- S
R 1136
E
D
WA
R
DS
R
D -Y7A-ELBERT WAY-Y7- SR 1136EDWARDS RD-Y8- SR 1116ONSLOW-PINES RD NC 53 BURGAW HWY
R-5023B
R-5023B-L- STA. 11+50.00
BEGIN CONSTRUCTION
-L1- STA. 28+00.00
END CONSTRUCTION
-L- STA. 104+25.00
END TIP PROJECT R-5023B
-L1- STA. 14+40.00
BEGIN TIP PROJECT R-5023B
LENGTH ROADWAY TIP PROJECT R-5023B = 2.014 MILES
REGIONAL TIER
MINOR ARTERIAL
V = 60 MPH FOR -L1-
V = 50 MPH FOR -L-
RD.) TO EAST OF SR 1116 (ONSLOW PINES RD.)
SOUTHWEST CREEK AND WEST OF SR 1214 (FOY-LOCKAMY
(HOLLY SHELTER RD.) TO WEST OF BRIDGE OVER
IMPROVEMENTS ALONG NC 53 FROM WEST OF SR 1109
RIGHT OF WAY DATE:
LETTING DATE:
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
Prepared in the Office of:
HNTB NORTH CAROLINA, P.C.
PROJECT DESIGN ENGINEER
343 E. Six Forks Road, Raleigh NC, 27609
W. CRAIG PARKER, PE
DAVID W. BASS, PE
NCDOT ROADWAY PROJECT ENGINEER
DAVID LEONARD, PE
GRADING, PAVING, DRAINAGE, & CULVERT
S
O
U
T
H
WEST C
R
OCTOBER 2, 2015
ARPIL 19, 2016
SHEET 1 OF 17
PERMIT DRAWING
WETLAND AND STREAM IMPACTS
SITE 6
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
2' R4' R
+44.28
+02.94
+02.483' R
48' R
+43.31
3.96'
48' R
4
5
6
7
8
9
10
11
12
13
14
15
16
ISLAND DETAILN.T.S.
17
1105
1173
1110
1216
1115
1114
1162
1113
1136
1212
1215
1214
1213
1213
1184
1246
1214 1212
1116
1111 1105
1109
1109
1110
1113
1113
1217
1114
1246
1175
Pickett Rd.EdwardsRd.Haws Run Rd.
1116
Southwest
Willo
w BranchWhites Bran ch
VICINITY MAP
53
53
Blue Creek Rd
Fot-Lockamy Rd.Justice Ln.Gould Rd.
P
o
n
y
Fa
r
m Rd.
J
u
sti
c
e Rd.Go
u
l
d Rd.
B
lu
e
C
re
ek
Rd
Gar
ga
nus Rd.Mu
rrill Hill Rd.
Murrill Hill Rd.
Humphrey Rd.
Pickett Rd.
Silance Rd.
Haws Run Rd.Holly Shelter Rd.Harris Creek
Mill Bra n ch
Jenkins Rd.Scott Jenkins Rd.Harris Creek Loop Fot-Lockamy Rd.Onslow-Pines Rd.Be
a
v
er Da
m Br
a
n
c
h
Mill River Rd.Southwest Dr.Southwest CreekSout
h
we
st Cr
e
e
k
South
west Creek
Sout
hwest
CreekCr
e
e
kSout
hwe
st
Creek
South
west
G
um
s B
ranch Shop BranchDee
p Run
PROJECT
BEGIN
PROJECT
END
CONSTR.
BEGIN
CONSTR.
END
DETOUR ROUTE
NAD 83/ 2007
15" RCP 15" RCP
EIP
EIP
EIP EIP
EIP
EIP
PK PK PK
T
T TT
TT
EIP
EIP
EIP
EIPEIPEIP
EIPEIPEIPS 01°22'00" E363.27'N 19°12'27" W211.12'N 34°24'43" E
113.20'
N 34°18'43" E
22.20'N 26°16'13" W326.94'N 18°32'13" W264.83'S 16°19'24" E204.26'S 71°48'42" W
100.51'N 16°31'12" W205.00'S 71°43'15" W
100.05'S 16°33'07" E205.61'S 71°18'21" W
119.95'S 16°31'23" E205.47'PROPERTY LINY DRAWN BY TAX MAPPING24" RCP15" RCP
15" HDPE
15" RCP
15" HDPE15" RCP
12" HDPE15" RCP15" RCP
10' SOIL8' SOIL8' SOILSOIL9'
GRBST8' GR8' GRSOIL9' GR 8' SOIL 15'CONC FIELD
CULTIVATED
INNERDUCT
INNERDUCT
10"
36" WD
36" WD
HORACE JONES HEIRS
DB 402 PG 388
PEGGY L. GURGANUS SHEPARD, et al
DB 1210 PG 190
TRACT 1,11 & 111
THOMAS WELLS, JR., et ux
DB 459 PG 75
ELMER LAURIO, et ux
DB 3031 PG 140
LEVI HILL, et ux
DB 546 PG 244
JAMES MILLER, et ux
DB 3934 PG 915
MB 62 PG 107
DB 3361 PG 462
, et ux
JOSE C. MENDOZA VASQUEZ
THOMAS WELLS, et ux
DB 816 PG 737
WALTON HOMEPLACE, INC.
DB 2236 PG 977
-BL- 4 PINC
NC 53 BURGAW HWY WIDTH VARIES
EXISTING R/W
100.00'EXISTING R/W
EXISTING R/W
100.00'EXISTING R/W
JOSEPHINE ROBINSON
ESTATE FILE
EXISTING R/W
EIP
EIP
EXISTING R/W
7
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1:13:46 PM...\R5023BC_hyd_prm_psh_7_A.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
LEGEND
SHEET 2 OF 17
PERMIT DRAWING
0'
SCALE: 1"= 60'
60'60'
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
R-5023B
-L- STA. 34+00.00MATCHLINE PLAN SHEET 6-L- STA. 42+00.00MATCHLINE PLAN SHEET 82' FDPS
2' FDPS35 40-L-
-L- PT Sta. 40+53.50
-L- PC Sta. 39+89.43
CAT-1
2' FDPS16.5'16.5'2' FDPS2' FDPS16.5'16.5'2' FDPS20' R20' R 20' R20' R
20' R20' R 20' R20' R 20' R 20' R
20' R20' R20' R20' R 20' R 20' R 20' R 20' R
20' R 20' R
20' R 20' R
GRAU-350
0250250250259
10
11 12
13
14DITCHDITCHDITCHDITCHSCALE
1"=30'
SCALE
1"=30'2' FDPSDITCHCAT-1
16.5'2' FDPSDITCHC
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
CC
C
C
EXIST. HW
REMOVE
15"
REMOVE REMOVE REMOVE
18"
REMOVE
18"
REMOVE
18"
REMOVE
18"
EX PIPE
REMOVE
15"15"
REMOVE REMOVE
15"15"
REMOVE REMOVE
HW
18" PPES
18" PPES
18" PPES 18" PPES
15" PPES
SEE DETAIL C
'V'-DITCH
SPECIAL LAT.
SEE DETAIL D
CUT DITCH
SPECIAL
SEE DETAIL E
CUT DITCH
SPECIAL
SEE DETAIL D
CUT DITCH
SPECIAL
15"
15" PPES 15" PPES
15" PPES 15" PPES
15" PPES
SEE DETAIL D
CUT DITCH
SPECIAL
EST. 14 SY PSRM
EST. 15 SY PSRM
EST. 12 SY PSRM
EST. 13 SY PSRM
EST. 14 SY PSRM
SEE DETAIL N
CUT DITCH
SPECIAL
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -L- STA. 34+00 TO STA. 35+25 RT
DETAIL C
Ground
Natural 4:1
Slope
Fill
Min. D= 1.0 Ft.
D
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 40+00 TO STA. 41+50 RT
Min. D= 1.0 Ft.
DETAIL E
Slope
Ditch
Front
Ground
Natural 3:1
3:1D
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 34+00 TO STA. 34+18 LT
Min. D= 1.0 Ft.
DETAIL N
Slope
Ditch
Front
Ground
Natural 2:1
2:1D
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 41+50 TO STA. 42+00 RT
FROM -L- STA. 35+25 TO STA. 40+00 RT
FROM -L- STA. 34+25 TO STA. 42+00 LT
Min. D= 1.0 Ft.
DETAIL D
Slope
Ditch
Front
Ground
Natural 4:1
3:11 @ 66" x 51" CAPAREMOVE18" PPES 18"
SITE 1
REMOVE1 @ 66" x 51" CAPASTREAM
JURISDICTIONAL
41414141
414141
414242424243
4343434343
43434344
44
4
4 444444
44444444 4444444545
454545
454
5
45
4
5
45
4
5
45454545454545454545
45 4545454646
46
46
4
6
464646464646464646
464646464747
4747 4747474747 47474747
484848484848 484848
4848494949
4949
49
494949 494950 50
505050
50
50
5050
5050505050505
0
50
50
5050515151
51 5151 51515152 5252525
2 52525252 5252535353 535353 5354545454
5556575815" RCP 15" RCP
EIP
EIP
EIP EIP
EIP
EIP
PK PK PK
T
T TT
TT
EIP
EIP
EIP
EIPEIPEIP
EIPEIPEIPS 01°22'00" E363.27'N 19°12'27" W211.12'N 34°24'43" E
113.20'
N 34°18'43" E
22.20'N 26°16'13" W326.94'N 18°32'13" W264.83'S 16°19'24" E204.26'S 71°48'42" W
100.51'N 16°31'12" W205.00'S 71°43'15" W
100.05'S 16°33'07" E205.61'S 71°18'21" W
119.95'S 16°31'23" E205.47'PROPERTY LINY DRAWN BY TAX MAPPING24" RCP15" RCP
15" HDPE
15" RCP
15" HDPE15" RCP
12" HDPE15" RCP15" RCP
10' SOIL8' SOIL8' SOILSOIL9'
GRBST8' GR8' GRSOIL9' GR 8' SOIL 15'CONC FIELD
CULTIVATED
INNERDUCT
INNERDUCT
10"
36" WD
36" WD
HORACE JONES HEIRS
DB 402 PG 388
PEGGY L. GURGANUS SHEPARD, et al
DB 1210 PG 190
TRACT 1,11 & 111
THOMAS WELLS, JR., et ux
DB 459 PG 75
ELMER LAURIO, et ux
DB 3031 PG 140
LEVI HILL, et ux
DB 546 PG 244
JAMES MILLER, et ux
DB 3934 PG 915
MB 62 PG 107
DB 3361 PG 462
, et ux
JOSE C. MENDOZA VASQUEZ
THOMAS WELLS, et ux
DB 816 PG 737
WALTON HOMEPLACE, INC.
DB 2236 PG 977
-BL- 4 PINC
NC 53 BURGAW HWY WIDTH VARIES
EXISTING R/W
100.00'EXISTING R/W
EXISTING R/W
100.00'EXISTING R/W
JOSEPHINE ROBINSON
ESTATE FILE
414345
EXISTING R/W 4141424245EIP
EIP
EXISTING R/W
7
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1:30:32 PM...\R5023BC_hyd_prm_psh_7_B.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
LEGEND
SHEET 3 OF 17
PERMIT DRAWING
0'
SCALE: 1"= 60'
60'60'
SHEET 3 OF 17
PERMIT DRAWING
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
R-5023B
-L- STA. 34+00.00MATCHLINE PLAN SHEET 6-L- STA. 42+00.00MATCHLINE PLAN SHEET 82' FDPS
2' FDPS35 40-L-
-L- PT Sta. 40+53.50
-L- PC Sta. 39+89.43
CAT-1
2' FDPS16.5'16.5'2' FDPS2' FDPS16.5'16.5'2' FDPS20' R20' R 20' R20' R
20' R20' R 20' R20' R 20' R 20' R
20' R20' R20' R20' R 20' R 20' R 20' R 20' R
20' R 20' R
20' R 20' R
GRAU-350
0250250250259
10
11 12
13
14DITCHDITCHDITCHDITCHSCALE
1"=30'
SCALE
1"=30'2' FDPSDITCHCAT-1 2' FDPSDITCHC
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
CC
C
C
SITE 1
STREAM
JURISDICTIONAL
EXIST. HW
REMOVE
15"
REMOVE REMOVE REMOVE
18"
REMOVE
18"
REMOVE
18"
REMOVE
18"
EX PIPE
REMOVE
15"15"
REMOVE REMOVE
15"15"
REMOVE REMOVE
HW
18" PPES
18" PPES
18" PPES 18" PPES
15" PPES
SEE DETAIL C
'V'-DITCH
SPECIAL LAT.
SEE DETAIL D
CUT DITCH
SPECIAL
SEE DETAIL E
CUT DITCH
SPECIAL
SEE DETAIL D
CUT DITCH
SPECIAL
15"
15" PPES 15" PPES
15" PPES 15" PPES
15" PPES
SEE DETAIL D
CUT DITCH
SPECIAL
EST. 14 SY PSRM
EST. 15 SY PSRM
EST. 12 SY PSRM
EST. 13 SY PSRM
EST. 14 SY PSRM
SEE DETAIL N
CUT DITCH
SPECIAL
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -L- STA. 34+00 TO STA. 35+25 RT
DETAIL C
Ground
Natural 4:1
Slope
Fill
Min. D= 1.0 Ft.
D
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 40+00 TO STA. 41+50 RT
Min. D= 1.0 Ft.
DETAIL E
Slope
Ditch
Front
Ground
Natural 3:1
3:1D
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 34+00 TO STA. 34+18 LT
Min. D= 1.0 Ft.
DETAIL N
Slope
Ditch
Front
Ground
Natural 2:1
2:1D
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 41+50 TO STA. 42+00 RT
FROM -L- STA. 35+25 TO STA. 40+00 RT
FROM -L- STA. 34+25 TO STA. 42+00 LT
Min. D= 1.0 Ft.
DETAIL D
Slope
Ditch
Front
Ground
Natural 4:1
3:11 @ 66" x 51" CAPAREMOVE18" PPES 18"REMOVE1 @ 66" x 51" CAPA
00 2020 4040 6060
1:35:29 PM...\R5023BC_hyd_prm_psh_7_XSC.dgn$$$$USERNAME$$$$00 2020 4040 6060
PROJ. REFERENCE NO.SHEET NO.0 5 10
R-5023B
1"=20' HORIZONTAL
-
1"=4' VERTICAL
SITE 1
PROFILE ALONG STRUCTURE
40
42
44
46
38
36
34
40
42
44
46
38
36
34
TOP OF BANK
EXISTING LEFT
TOP OF BANK
EXISTING RIGHT
4:1 (NORMAL)4:1 (NORMAL)
EXISTING STREAM BED
(BURY INV. 1.0' MIN.)
INVERT IN = 40.30'
(BURY INV. 1.0' MIN.)
INVERT OUT = 39.73'
L
L = 80'
SKEW = 90
C -L- STA. 34+20.00
GP ELEV. = 47.12'
PROP. 1 @ 66" x 51" CAPA
ELEV. 40.05'
S =0.7115%
100 YEAR W.S. ELEV. = 46.1'
NORMAL W.S. ELEV. = 41.5'
SHEET 4 OF 17
PERMIT DRAWING
15" CMP
18" CMPEIP
EIP
EIP
BLK HW BLK HW
T
T
T
T T
T
6
0.00'
PK
EIP
S 71°22'58" WS 18°35'38" E123.82'S 18°39'13" E341.50'S 12°06'12" E150.80'S 10°58'28" E38.60'S 71°20'13" W S 18°41'43" E209.82'S 71°23'02" W S 18°41'28" E209.86'N 18°41'28" W210.00'TABANDINSTALLED WATERLINE
END OF NEWLY
18" RCP
15" RCP
18" RCP
18" RCP
18" RCP 24" RCP24" RCP15" CMP
BST 12'
GR8' GR12'
GR10' GR9' GR9' GRFALLOW
SR 1105 HAWS RUN RD BST
18" RCP 2
4" RCP
METER
ELEC
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
10"
10"
12 ", PVC, ONWASA
1SFD
EXISTING R/W
25
0' X 150' S
DNEW BEGINNINGS CHRISTIAN CENTER
DB 3479 PG 935
MB 57 PG 123
JESSE HANSLEY
DB 3292 PG 120
MB 57 PG 123MB 57 PG 123
DB 755 PG 56
DONNA P. KENNEDY
NEW BEGINNINGS CHRISTIAN CENTER
JAMES G. DIXON
DB 701 PG 619
MB 29 PG 42
VERNIE A. PADGETT, et al
DB 2331 PG 185COLE N. DELLINGER, et ux
DB 2951 PG 618 FREEDOM LAND HOLDINGS, INC.
DB 3601 PG 566
DAVID L. BAGGETT
DB 1093 PG 168
BEAVER CREEK INVESTORS, INC
DB 2662 PG 484
EIP
6" NC 53 BURGAW HWY WIDTH VARIES
EXISTING R/W
100.00'EXISTING R/W
EXISTING R/W
100.00'EXISTING R/W
TS 10°58'28" E38.60'EXISTING R/W
9
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1:46:03 PM...\R5023BC_hyd_prm_psh_9_A.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
LEGEND
SHEET 5 OF 17
PERMIT DRAWING
0'
SCALE: 1"= 60'
60'60'
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
R-5023B
-L- STA. 50+00.00MATCHLINE PLAN SHEET 8-L- STA. 58+00.00MATCHLINE PLAN SHEET 102' FDPS
2' FDPS
105055-Y2-
-Y2- POT Sta. 10+00.00
-L-
GRAU-350
CAT-1
CAT-1
AT-1
2' FDPS16.5'16.5'2' FDPS2' FDPS16.5'16.5'2' FDPS50LANE TAPER
+60.6316.5'16.5'35' R
20' R 20' R 20' R
20' R20' R
20' R
20' R
20' R20' R
20' R 20' R
20' R
17' R 17' R
20' R
+56.69-Y2- STA. 12+75.00
BEGIN CONSTRUCTION 11.5'2
3.3'+9602502502502516
17
18 19
20DITCHDITCHDITCHDITCHSCALE
1"=30'DITCHC
C
C
C
C C
C
C
C
C
C C
C
C
C
C
C
C C
C
C
C C
18"
REMOVE REMOVE
18"24"
REMOVE
15"
REMOVE
15"
REMOVE
18"
EX. PIPE
REMOVE
15"15"
REMOVE REMOVE

HW
HW
SEE DETAIL D
CUT DITCH
SPECIAL
SEE DETAIL G
BASE DITCH
SPECIAL CUT
24" PPES
18" PPES
18" PPES
EST. 20 SY PSRM
15" PPES 15" PPES 15" PPES
18" PPES
SEE DETAIL D
CUT DITCH
SPECIAL
SEE DETAIL D
CUT DITCH
SPECIAL
SY PSRM
EST. 20
DI
SEE DETAIL H
BASE DITCH
SPECIAL CUT
SEE DETAIL F
BASE DITCH
SPECIAL CUT
SEE DETAIL F
BASE DITCH
SPECIAL CUT
HW
EST. 70 CY DDE
S=0.6%
SEE DETAIL I
STD. BASE DITCH3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
4:1
FROM -L- STA. 57+00 TO STA. 57+50 RT
FROM -L- STA. 53+00 TO STA. 54+50 RT
DETAIL F
B= 2.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Ditch
Front
3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
3:1
FROM -L- STA. 54+50 TO STA. 56+58 RT
DETAIL G
B= 2.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Ditch
Front
3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
3:1
FROM -L- STA. 56+58 TO STA. 57+00 RT
DETAIL H
B= 4.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Ditch
Front
B
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
-L- STA. 56+90 RT
DETAIL I
B= 4.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Ground
Natural
RETAIN2 @ 42" x 29" CAPA 1 @ 42" x 29" C
APA REMOVEREMOVED
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y2- STA 11+00 TO STA. 13+00 RT
FROM -L- STA. 50+00 TO STA. 53+00 RT
FROM -L- STA. 50+00 TO STA. 57+00 LT
Min. D= 1.0 Ft.
DETAIL D
Slope
Ditch
Front
Ground
Natural 4:1
3:
1
SITE 2
2 @ 42" x 29" CAPA TRIBUTARY
JURISDICTIONAL
4849494949 494949
4
9
495050505050505050
5050
5050505050
5050
505050505
0 50505050505050505050505050505050515151
515151515151515151
51
5151
51
5151
515151515151515151
51
5151515151525252 52525252
525252
52
52
52 525252525252525353535353
5353535
3535353
5
3
53
53535354545454
54
54
5454
5454545454
555555555555555555555555
5555555
5
55
555555555555 55
55565656565656
56565
6
565657586015" CMP
18" CMPEIP
EIP
EIP
BLK HW BLK HW
T
T
T
T T
T
6
0.00'
PK
EIP
S 71°22'58" WS 18°35'38" E123.82'S 18°39'13" E341.50'S 12°06'12" E150.80'S 10°58'28" E38.60'S 71°20'13" W S 18°41'43" E209.82'S 71°23'02" W S 18°41'28" E209.86'N 18°41'28" W210.00'TABANDINSTALLED WATERLINE
END OF NEWLY
18" RCP
15" RCP
18" RCP
18" RCP
18" RCP 24" RCP24" RCP15" CMP
BST 12'
GR8' GR12'
GR10' GR9' GR9' GRFALLOW
SR 1105 HAWS RUN RD BST
18" RCP 2
4" RCP
METER
ELEC
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
10"
10"
12 ", PVC, ONWASA
1SFD
EXISTING R/W
25
0' X 150' S
DNEW BEGINNINGS CHRISTIAN CENTER
DB 3479 PG 935
MB 57 PG 123
JESSE HANSLEY
DB 3292 PG 120
MB 57 PG 123MB 57 PG 123
DB 755 PG 56
DONNA P. KENNEDY
NEW BEGINNINGS CHRISTIAN CENTER
JAMES G. DIXON
DB 701 PG 619
MB 29 PG 42
VERNIE A. PADGETT, et al
DB 2331 PG 185COLE N. DELLINGER, et ux
DB 2951 PG 618 FREEDOM LAND HOLDINGS, INC.
DB 3601 PG 566
DAVID L. BAGGETT
DB 1093 PG 168
BEAVER CREEK INVESTORS, INC
DB 2662 PG 484
EIP
6" NC 53 BURGAW HWY WIDTH VARIES
EXISTING R/W
100.00'EXISTING R/W
EXISTING R/W
100.00'EXISTING R/W48495051515152TS 10°58'28" E38.60'EXISTING R/W
9
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2:19:50 PM...\R5023BC_hyd_prm_psh_9_B.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
LEGEND
SHEET 6 OF 17
PERMIT DRAWING
0'
SCALE: 1"= 60'
60'60'
R-5023B
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.-L- STA. 58+00.00MATCHLINE PLAN SHEET 10-L- STA. 50+00.00MATCHLINE PLAN SHEET 82' FDPS
2' FDPS
105055-Y2-
-Y2- POT Sta. 10+00.00
-L-
GRAU-350
CAT-1
CAT-1
AT-1
2' FDPS16.5'16.5'2' FDPS2' FDPS16.5'16.5'2' FDPS50LANE TAPER
+60.6316.5'16.5'35' R
20' R 20' R 20' R
20' R20' R
20' R
20' R
20' R20' R
20' R 20' R
20' R
17' R 17' R
20' R
+56.69-Y2- STA. 12+75.00
BEGIN CONSTRUCTION 11.5'2
3.3'+9602502502502516
17
18 19
20DITCHDITCHDITCHDITCHSCALE
1"=30'DITCHC
C
C
C
C C
C
C
C
C
C C
C
C
C
C
C
C C
C
C
C C
SITE 2
TRIBUTARY
JURISDICTIONAL
18"
REMOVE REMOVE
18"24"
REMOVE
15"
REMOVE
15"
REMOVE
18"
EX. PIPE
REMOVE
15"15"
REMOVE REMOVE

HW
HW
SEE DETAIL D
CUT DITCH
SPECIAL
SEE DETAIL G
BASE DITCH
SPECIAL CUT
24" PPES
18" PPES
18" PPES
EST. 20 SY PSRM
15" PPES 15" PPES 15" PPES
18" PPES
SEE DETAIL D
CUT DITCH
SPECIAL
SEE DETAIL D
CUT DITCH
SPECIAL
SY PSRM
EST. 20
DI
SEE DETAIL H
BASE DITCH
SPECIAL CUT
SEE DETAIL F
BASE DITCH
SPECIAL CUT
SEE DETAIL F
BASE DITCH
SPECIAL CUT
HW
EST. 70 CY DDE
S=0.6%
SEE DETAIL I
STD. BASE DITCH3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
4:1
FROM -L- STA. 57+00 TO STA. 57+50 RT
FROM -L- STA. 53+00 TO STA. 54+50 RT
DETAIL F
B= 2.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Ditch
Front
3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
3:1
FROM -L- STA. 54+50 TO STA. 56+58 RT
DETAIL G
B= 2.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Ditch
Front
3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
3:1
FROM -L- STA. 56+58 TO STA. 57+00 RT
DETAIL H
B= 4.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Ditch
Front
B
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
-L- STA. 56+90 RT
DETAIL I
B= 4.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Ground
Natural
RETAIN2 @ 42" x 29" CAPA 1 @ 42" x 29" C
APA REMOVEREMOVED
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y2- STA 11+00 TO STA. 13+00 RT
FROM -L- STA. 50+00 TO STA. 53+00 RT
FROM -L- STA. 50+00 TO STA. 57+00 LT
Min. D= 1.0 Ft.
DETAIL D
Slope
Ditch
Front
Ground
Natural 4:1
3:
1
2 @ 42" x 29" CAPA
18" R
CP
15" HDPE
12" CMP
EIP
PK
T
T
TT
T
T
EIP S 16°31'28" E249.53'S 20°39'51" E302.91'S 18°04'18" E472.77'N 18°30'01" W260.62'S 71°22'23" W
185.96'N 18°06'37" W137.92'S 5
4°0
1'4
7" E
17
0.52'
S 5
4°0
4'3
7" E
149.3
1'N 18°38'49" W200.38'S 17°58'35" E213.07'S 71°34'55" WN 18°37'35" W212.35'S 18°37'35" E365.75'N 18°37'35" W339.91'HORIZON LANET
FIBER OPTIC FIBER OPTIC
ABAND
15" CMP
15" CMP 15" HDPE
15" CMP 12" CMP 18" RCP15" HDPE
CONC CURB
CONCBST
BST
CONC CURB
LT LT
10' GR9' BST19' BST20' BST10' SOI
L9' SOIL9' BST18' SOILSOIL10' BST12' SOILGR.6"10"
1SFD
36" WD RAIL
S
S
S
-BL- 6 PINC
JAMES G. DIXON
DB 701 PG 619
MB 29 PG 42
EVANS GARAGE, INC.
DB 3047 PG 767
et ux
RICHARD M. TALLMAN,
DB 3570 PG 800
EDWARD R. FLINCHUM
DB 533 PG 656
MB 2 PG 164
DB 435 PG 669
FLOYD FILGER, et al
DB 2662 PG 484
INVESTORS, INC
BEAVER CREEK
FLOYD FILGER, et al
DB 2852 PG 815
DB 791 PG 679
CHARLES E. CARPER
ROY L.EVANS
DB 1343 PG 279
DB 3659 PG 854
DB 66 PG 117
ALBEN H. CROUCH, et ux
-BL- 7 PINC
BST
CONC
BST
EIP
W
BLK
EIP
NC 53 BURGAW HWY WIDTH VARIES
EXISTING R/W
100.00'EXISTING R/W
EXISTING R/W
100.00'EXISTING R/W
10
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2:04:10 PM...\R5023BC_hyd_prm_psh_10_A.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
LEGEND
SHEET 7 OF 17
PERMIT DRAWING
0'
SCALE: 1"= 60'
60'60'
R-5023B
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.-L- STA. 66+00.00MATCHLINE PLAN SHEET 10-L- STA. 58+00.00MATCHLINE PLAN SHEET 960-Y2- PC Sta. 12+85.07
PI Sta 13+30.09
D
L = 84.61'
T = 45.02'
R = 100.00'
-Y2-
SE = SEE PLANS
RO = SEE PLANS
-Y2- POT Sta. 13+81.81
-L- POT Sta. 58+46.24 =
-Y2- PT Sta. 13+69.68
-L- PT Sta. 64+10.18
-L- PC Sta. 63+59.94
PI Sta 63+85.06
D
L = 50.24'
T = 25.12'
R = 305,000.00'
-L-
SE = SEE PLANS
RO = SEE PLANS
150' R
-L-
LANE TAPER
+51.3918'18'+42.5432.99'+63.182' FDPS2' FDPS18'18'2' FDPS2' FDPS18'18'20' R 17' R17' R
20' R20' R 20' R 20' R 20' R15' R 20' R 20' R 20' R
20' R 20' R
20' R
20 ' R20' R 20' R10' R
20' R 20' R 20' R 20' R10' R
11.5'
030102+96+17+380001025025 02502516
20
21
22
23
24DITCHDITCH
SCALE
1"=30'
C C
F
C
F
C
F
C
F
C
F
F
F
F
C
F
F
F
C
F
F
C
F F
C
C
F
C
C F
F
15"15"
REMOVE
15"
REMOVE
EX. PIPE
REMOVE
EX. PIPE
REMOVE
15"24" RCP-IIIREMOVE
18"
REMOVE
REMOVE REMOVE
15"
15"15"
REMOVE
18"
EST. 16 SY PSRM
MATERIAL
FLOWABLE
FILL W/
EX. FES
REMOVE
EX. FES
REMOVE
15"
2GI-D
15" PPES
EST. 16 SY PSRM
15" PPES
REMOVE
2GI-D
SEE DETAIL D
CUT DITCH
SPECIAL
END SECTION
24" CROSS PIPE
15" PPES
15" PPES 18" PPES
SEE DETAIL A
'V'-DITCH
SPECIAL LAT.
SEE DETAIL C
'V'-DITCH
SPECIAL LAT.
DI
D
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 58+50 TO STA. 62+50 LT
Min. D= 1.0 Ft.
DETAIL D
Slope
Ditch
Front
Ground
Natural 4:1
3:1( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -L- STA. 63+00 TO STA. 65+00 RT
DETAIL A
Ground
Natural 3:1
Slope
Fill
Min. D= 1.0 Ft.
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -L- STA. 65+00 TO STA. 66+00 RT
DETAIL C
Ground
Natural 4:1
Slope
Fill
Min. D= 1.0 Ft.REMOVE SITE 3
15"24" RCP-IIIREMOVE TRIBUTARY
JURISDICTIONAL
47474848484848
4848494949494949494949
49
49
505050505050505050505050505050515151515151515151
515151515151
515252525252
5252
525
252 5252525252 525252535353535353535353535353
535353535454545454
545454545454
54 545454555555555555555555555555
555555 55565656565656
57575757575858585858585859595959
606018" R
CP
15" HDPE
12" CMP
EIP
PK
T
T
TT
T
T
EIP S 16°31'28" E249.53'S 20°39'51" E302.91'S 18°04'18" E472.77'N 18°30'01" W260.62'S 71°22'23" W
185.96'N 18°06'37" W137.92'S 5
4°0
1'4
7" E
17
0.52'
S 5
4°0
4'3
7" E
149.3
1'N 18°38'49" W200.38'S 17°58'35" E213.07'S 71°34'55" WN 18°37'35" W212.35'S 18°37'35" E365.75'N 18°37'35" W339.91'HORIZON LANET
FIBER OPTIC FIBER OPTIC
ABAND
15" CMP
15" CMP 15" HDPE
15" CMP 12" CMP 18" RCP15" HDPE
CONC CURB
CONCBST
BST
CONC CURB
LT LT
10' GR9' BST19' BST20' BST10' SOI
L9' SOIL9' BST18' SOILSOIL10' BST12' SOILGR.6"10"
1SFD
36" WD RAIL
S
S
S
-BL- 6 PINC
JAMES G. DIXON
DB 701 PG 619
MB 29 PG 42
EVANS GARAGE, INC.
DB 3047 PG 767
et ux
RICHARD M. TALLMAN,
DB 3570 PG 800
EDWARD R. FLINCHUM
DB 533 PG 656
MB 2 PG 164
DB 435 PG 669
FLOYD FILGER, et al
DB 2662 PG 484
INVESTORS, INC
BEAVER CREEK
FLOYD FILGER, et al
DB 2852 PG 815
DB 791 PG 679
CHARLES E. CARPER
ROY L.EVANS
DB 1343 PG 279
DB 3659 PG 854
DB 66 PG 117
ALBEN H. CROUCH, et ux
-BL- 7 PINC
BST
CONC
BST
EIP
W
BLK
EIP
NC 53 BURGAW HWY WIDTH VARIES
EXISTING R/W
100.00'EXISTING R/W
EXISTING R/W
100.00'EXISTING R/W
495010
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2:16:36 PM...\R5023BC_hyd_prm_psh_10_B.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
LEGEND
SHEET 8 OF 17
PERMIT DRAWING
0'
SCALE: 1"= 60'
60'60'
R-5023B
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.-L- STA. 66+00.00MATCHLINE PLAN SHEET 10-L- STA. 58+00.00MATCHLINE PLAN SHEET 960-Y2- PC Sta. 12+85.07
PI Sta 13+30.09
D
L = 84.61'
T = 45.02'
R = 100.00'
-Y2-
SE = SEE PLANS
RO = SEE PLANS
-Y2- POT Sta. 13+81.81
-L- POT Sta. 58+46.24 =
-Y2- PT Sta. 13+69.68
-L- PT Sta. 64+10.18
-L- PC Sta. 63+59.94
PI Sta 63+85.06
D
L = 50.24'
T = 25.12'
R = 305,000.00'
-L-
SE = SEE PLANS
RO = SEE PLANS
150' R
-L-
LANE TAPER
+51.3918'18'+42.5432.99'+63.182' FDPS2' FDPS18'18'2' FDPS2' FDPS18'18'20' R 17' R17' R
20' R20' R 20' R 20' R 20' R15' R 20' R 20' R 20' R
20' R 20' R
20' R
20 ' R20' R 20' R10' R
20' R 20' R 20' R 20' R10' R
11.5'
030102+96+17+380001025025 02502516
20
21
22
23
24DITCHDITCH
SCALE
1"=30'
C C
F
C
F
C
F
C
F
C
F
F
F
F
C
F
F
F
C
F
F
C
F F
C
C
F
C
C F
F
SITE 3
TRIBUTARY
JURISDICTIONAL
15"15"
REMOVE
15"
REMOVE
EX. PIPE
REMOVE
EX. PIPE
REMOVE
15"24" RCP-IIIREMOVE
18"
REMOVE
REMOVE REMOVE
15"
15"15"
REMOVE
18"
EST. 16 SY PSRM
MATERIAL
FLOWABLE
FILL W/
EX. FES
REMOVE
EX. FES
REMOVE
15"
2GI-D
15" PPES
EST. 16 SY PSRM
15" PPES
REMOVE
2GI-D
SEE DETAIL D
CUT DITCH
SPECIAL
END SECTION
24" CROSS PIPE
15" PPES
15" PPES 18" PPES
SEE DETAIL A
'V'-DITCH
SPECIAL LAT.
SEE DETAIL C
'V'-DITCH
SPECIAL LAT.
DI
D
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 58+50 TO STA. 62+50 LT
Min. D= 1.0 Ft.
DETAIL D
Slope
Ditch
Front
Ground
Natural 4:1
3:1( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -L- STA. 63+00 TO STA. 65+00 RT
DETAIL A
Ground
Natural 3:1
Slope
Fill
Min. D= 1.0 Ft.
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -L- STA. 65+00 TO STA. 66+00 RT
DETAIL C
Ground
Natural 4:1
Slope
Fill
Min. D= 1.0 Ft.REMOVE 15"24" RCP-IIIREMOVE
18" RCP
15" RCP
EIP
EIP
PK
PK
18" RCP
12" RCP
EIP12' CONC36" BLK WALLT
T
T
20' R/W SHIFT20' R/W SHIFT100' X 100' SD
60.00'
60.00'
EIP
EIP
EIP
S 21°35'07" W128.74'
S 44°49'21" W
137.71'
N 71°05'31" E
201.20'
S 43°53'34" W
166.59'200.00'S 09°06'48" W51.90'N
80
°06
'18" E
178
.37
'143.03'S 66°29'16" W
33.14'S 23°45'33" E64.99'S 06°09'52" E115.13'S 17°02'25" E125.99'S 28°39'04" W
121.04'
N 44°35'18" E
209.19'
S 65°16'42" E314.68'
N 58°07'16" E
161.27'
S 42°44'54" W
97.08'
100' X 100' SD
FIBER OPTIC FIBER OPTIC
15"
R
C
P
18" RCP
CUL1
CUL2
CE1
HW1
CUL3
CUL4
CE2
HW2
10' CONC
36" BLK WALLSOIL12"6"12"12"
10"ABAND
10"ABAND
S
S
EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/WEXISTING R/WEXISTING R/W MON
NC 53 BURGAW HWY WIDTH VARIES
TONY EDWARDE
DB 328 PG 178
SOUTHWEST PRIMITIVE BAPTIST
NDR
NDR
SUSAN CASTELLANOS
DB 1823 PG 715
RON S. BLARE
SOVEREIGN GRACE BAPTIST CHURCH
DB 730 PG 67
TRACT II
SOVEREIGN GRACE BAPTIST CHURCH
DB 730 PG 67
TRACT I
32.69'S 28°34'48" W
TONY K. EDWARDS CEMETERY
DB 3076 PG 786
MB 55 PG 149
A. RYAN CANNON
DB 2513 PG 72
DB 350 PG 490
EIP
PK
JOSEPH ZIMMERMANN
DB 3434 PG 548
MB 58 PG 94
BURIAL DATES EARLY 1900'S
CEMETERYSR 1217 JUSTICE RD BST SR 1136
EDWARDS RD
BST

GR
LISA SANDLIN
DB 3274 PG 509
MB 58 PG 94
JASON M. McCALL
DB 2051 PG 505
MB 44 PG 199
R/W MON
EXISTING
-BL- 10 PINC
DISTURBED
R/W MON
EXISTING
EXISTING R/W
100.00'EXISTING R/W
EXISTING R/W
100.00'EXISTING R/W
ABAND
ELEV= 47.85'
NCGS MON "HITCH"
EIP
18" RCP
CUL1
CUL2
CE1
HW1
10"ABAND
CUL3
CUL4
CE2
HW2
32.69'S 28°34'48" W
13
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
11:46:05 AM...\R5023BC_hyd_prm_psh_13_A.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
LEGEND
SHEET 9 OF 17
PERMIT DRAWING
0'
SCALE: 1"= 60'
60'60'
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
R-5023B
-L- STA. 90+00.00MATCHLINE SHEET 14-L- STA. 82+00.00MATCHLINE SHEET 1210 8590-Y6--Y5-
PI Sta 83+63.77
D
L = 54.98'
T = 27.49'
R = 30,500.00'
-L- PC Sta. 83+36.28
-L- PT Sta. 83+91.27
-L-
SE = SEE PLANS
RO = SEE PLANS
50' R
-L-
-Y5- POT Sta. 12+00.17
-Y5- POT Sta. 10+00.00
AT-1
CAT-1
CAT-1
AT-1
2'-6" C&G 18'18'2'-6" C&G
2'-6" C&G
50' R
2'-6" C&G
2'-6" C&G
50' R
50' R 18'18'0102025025+33.42+48.42+78.42TYP
30' INC
16' DR
16' DR16' DR
-L- POT Sta. 84+19.07=
-Y5- STA. 11+10.00
BEGIN CONSTRUCTION+74.7512'+03.11+55.12+75.65-Y6- STA. 10+75.00
END CONSTRUCTION
11'11'
+10.92
8.5'
17'
+34.62
9.57'+60.6
10
PI Sta 10+55.04
D
L = 45.87'
T = 22.95'
R = 700.00'
SE = SEE PLANS
RO = SEE PLANS
-Y6-
-Y6- POT Sta. 10+00.00
-Y6- PT Sta. 10+77.97
-Y6- POT Sta. 11+98.23
8.5'
8.5'
+55.24
12.8'
15' R
15' R
10'-Y6- PC Sta. 10+32.09
025
02
01
01
00
16' I
NC.TYP+18.00
02
025
01
01
00
02
+27
+43
+59
02
025
+35
025025C&G
BEGIN
+23.87
C&G
BEGIN
+47.76
C&G
END
+56.01
C&G
END
+70.40
27
28
29
30
BLUE CREEK
UT TO
SCALE
1"=30'
SCALE
1"=30'
CAT-1
AT-1
CAT-1
F
F
F
F
F
F
F
F
C
F F
F
C
F
F
F
F
F
C
F
F
F F
F
F
F
F
F
F
F
F
F
F
REMOVE
REMOVE
CB-F
CB-G
CB-E CB-G
REMOVE
REMOVE
CB-G CB-G CB-E
24" RCP-IV
24" RCP-IV24" RCP-IV18" RCP-IV RCP-III15"15" RCP-III
15" RCP-IVCB-F
CB-F
RCP-IV
24"
24" RCP-IVDI
CB-F
18" RCP-IV
18" RCP-IV
SEE DETAIL I
(DOWNSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
SEE DETAIL K
(UPSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
DETAIL K
(UPSTREAM)
CULVERT CHANNEL IMPROVEMENTS
( Not to Scale)
Natural
Ground VAR.D VAR.Natural
Ground
(To Top of Bank)
D= Varies
w/ Seed Mix
Coir Fiber Matting
w/ Seed Mix
Coir Fiber Matting
EXISTING
VAR. 6' TO
EST. 25 SY SY MATTING
EST. 20 CY EXCAVATION
DETAIL I ( Not to Scale)
(DOWNSTREAM)
CULVERT CHANNEL IMPROVEMENTS
1.5' Min.
Natural
Ground VAR.D VAR.
Class I Riprap
Natural
Ground
(To Top of Bank)
D= Varies
EXISTING
VAR. 6' TO
EST. 23 SY GEOTEXTILE FABRIC
EST. 16 TONS CLASS I RIPRAP
EST. 18 CY EXCAVATION
CB-F
15" RCP-IVREMOVE
R
E
MO
V
E 15" RCP-IV15" RCP-IV1 @ 6' x 6' RCBC15" RCP-IVDI RCP-III15"SITE 4
1 @ 6' x 6' RCBC15" RCP-IVSTREAM
JURISDICTIONAL
18" RCP
15" RCP
EIP
EIP
PK
PK
18" RCP
12" RCP
EIP12' CONC36" BLK WALLT
T
T
20' R/W SHIFT20' R/W SHIFT100' X 100' SD
60.00'
60.00'
EIP
EIP
EIP
S 21°35'07" W128.74'
S 44°49'21" W
137.71'
N 71°05'31" E
201.20'
S 43°53'34" W
166.59'200.00'S 09°06'48" W51.90'N
80
°06
'18" E
178
.37
'143.03'S 66°29'16" W
33.14'S 23°45'33" E64.99'S 06°09'52" E115.13'S 17°02'25" E125.99'S 28°39'04" W
121.04'
N 44°35'18" E
209.19'
S 65°16'42" E314.68'
N 58°07'16" E
161.27'
S 42°44'54" W
97.08'
100' X 100' SD
FIBER OPTIC FIBER OPTIC
15"
R
C
P
18" RCP
CUL1
CUL2
CE1
HW1
CUL3
CUL4
CE2
HW2
10' CONC
36" BLK WALLSOIL12"6"12"12"
10"ABAND
10"ABAND
S
S
EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/WEXISTING R/WEXISTING R/W MON
NC 53 BURGAW HWY WIDTH VARIES
TONY EDWARDE
DB 328 PG 178
SOUTHWEST PRIMITIVE BAPTIST
NDR
NDR
SUSAN CASTELLANOS
DB 1823 PG 715
RON S. BLARE
SOVEREIGN GRACE BAPTIST CHURCH
DB 730 PG 67
TRACT II
SOVEREIGN GRACE BAPTIST CHURCH
DB 730 PG 67
TRACT I
32.69'S 28°34'48" W
TONY K. EDWARDS CEMETERY
DB 3076 PG 786
MB 55 PG 149
A. RYAN CANNON
DB 2513 PG 72
DB 350 PG 490
EIP
PK
JOSEPH ZIMMERMANN
DB 3434 PG 548
MB 58 PG 94
BURIAL DATES EARLY 1900'S
CEMETERYSR 1217 JUSTICE RD BST SR 1136
EDWARDS RD
BST

GR
LISA SANDLIN
DB 3274 PG 509
MB 58 PG 94
JASON M. McCALL
DB 2051 PG 505
MB 44 PG 199
R/W MON
EXISTING
-BL- 10 PINC
DISTURBED
R/W MON
EXISTING
EXISTING R/W
100.00'EXISTING R/W
EXISTING R/W
100.00'EXISTING R/W
ABAND
ELEV= 47.85'
NCGS MON "HITCH"
EIP
18" RCP
CUL1
CUL2
CE1
10"ABAND
CUL3
CUL4
CE2
HW2
32.69'S 28°34'48" W
13
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
11:42:13 AM...\R5023BC_hyd_prm_psh_13_B.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
LEGEND
0'
SCALE: 1"= 60'
60'60'
SHEET 10 OF 17
PERMIT DRAWING
R-5023B
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.-L- STA. 90+00.00MATCHLINE SHEET 14-L- STA. 82+00.00MATCHLINE SHEET 1210 8590-Y6--Y5-
PI Sta 83+63.77
D
L = 54.98'
T = 27.49'
R = 30,500.00'
-L- PC Sta. 83+36.28
-L- PT Sta. 83+91.27
-L-
SE = SEE PLANS
RO = SEE PLANS
50' R
-L-
-Y5- POT Sta. 12+00.17
-Y5- POT Sta. 10+00.00
AT-1
CAT-1
CAT-1
AT-1
2'-6" C&G 18'18'2'-6" C&G
2'-6" C&G
50' R
2'-6" C&G
2'-6" C&G
50' R
50' R 18'18'0102025025+33.42+48.42+78.42TYP
30' INC
16' DR
16' DR16' DR
-L- POT Sta. 84+19.07=
-Y5- STA. 11+10.00
BEGIN CONSTRUCTION+74.7512'+03.11+55.12+75.65-Y6- STA. 10+75.00
END CONSTRUCTION
11'11'
+10.92
8.5'
17'
+34.62
9.57'+60.6
10
PI Sta 10+55.04
D
L = 45.87'
T = 22.95'
R = 700.00'
SE = SEE PLANS
RO = SEE PLANS
-Y6-
-Y6- POT Sta. 10+00.00
-Y6- PT Sta. 10+77.97
-Y6- POT Sta. 11+98.23
8.5'
8.5'
+55.24
12.8'
15' R
15' R
10'-Y6- PC Sta. 10+32.09
025
02
01
01
00
16' I
NC.TYP+18.00
02
025
01
01
00
02
+27
+43
+59
02
025
+35
025025C&G
BEGIN
+23.87
C&G
BEGIN
+47.76
C&G
END
+56.01
C&G
END
+70.40
27
28
29
30
BLUE CREEK
UT TO
SCALE
1"=30'
SCALE
1"=30'
CAT-1
AT-1
CAT-1
F
F
F
F
F
F
F
F
C
F F
F
C
F
F
F
F
F
C
F
F
F F
F
F
F
F
F
F
F
F
F
F
SITE 4
STREAM
JURISDICTIONAL
REMOVE
REMOVE
CB-F
CB-G
CB-E CB-G
REMOVE
REMOVE
CB-G CB-G CB-E
24" RCP-IV
24" RCP-IV24" RCP-IV18" RCP-IV RCP-III15"15" RCP-III
15" RCP-IVCB-F
CB-F
RCP-IV
24"
24" RCP-IVDI
CB-F
18" RCP-IV
18" RCP-IV
SEE DETAIL I
(DOWNSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
SEE DETAIL K
(UPSTREAM)
IMPROVEMENTS
CULVERT CHANNEL
DETAIL K
(UPSTREAM)
CULVERT CHANNEL IMPROVEMENTS
( Not to Scale)
Natural
Ground VAR.D VAR.Natural
Ground
(To Top of Bank)
D= Varies
w/ Seed Mix
Coir Fiber Matting
w/ Seed Mix
Coir Fiber Matting
EXISTING
VAR. 6' TO
EST. 25 SY SY MATTING
EST. 20 CY EXCAVATION
DETAIL I ( Not to Scale)
(DOWNSTREAM)
CULVERT CHANNEL IMPROVEMENTS
1.5' Min.
Natural
Ground VAR.D VAR.
Class I Riprap
Natural
Ground
(To Top of Bank)
D= Varies
EXISTING
VAR. 6' TO
EST. 23 SY GEOTEXTILE FABRIC
EST. 16 TONS CLASS I RIPRAP
EST. 18 CY EXCAVATION
CB-F
15" RCP-IVREMOVE
R
E
MO
V
E 15" RCP-IV15" RCP-IV1 @ 6' x 6' RCBC15" RCP-IVDI RCP-III15"1 @ 6' x 6' RCBC15" RCP-IV
00 2020 4040 6060
4:37:42 PM...\R5023BC_hyd_prm_psh_13_XSC.dgn$$$$USERNAME$$$$00 2020 4040 6060
PROJ. REFERENCE NO.SHEET NO.0 5 10
R-5023B
1"=20' HORIZONTAL
-
1"=4' VERTICAL
SITE 4
PROFILE ALONG STRUCTURE
36
38
40
42
44
34
32
46
30
36
38
40
42
44
46
34
32
30
100 YEAR W.S. ELEV. = 41.0'
NORMAL W.S. ELEV. = 35.6'
8080
8080
TOP OF BANK
EXISTING LEFT
TOP OF BANK
EXISTING RIGHT
EXISTING STREAM BED
2:1 (NORMAL)2:1 (NORMAL)
L
L = 68'
SKEW = 122
C -L- STA. 87+41.00
GP ELEV. = 42.40'
PROP. 1 @ 6' x 6' RCBC
(BURY INV. 1.0' MIN.)
INVERT IN = 33.50'
ELEV. 33.40'
S =0.2941%
(BURY INV. 1.0' MIN.)
INVERT OUT = 33.30'
1 @ 4' x 4' RCBC
REMOVE EXISTING
SHEET 11 OF 17
PERMIT DRAWING
PK12' BSTT
T
TT 100.00'60.00'EXISTING R/WEIP CEMETERYS 08°15'41" E42.42'S 11°00'06" W40.56'S 58°40'06" W
67.23'
S 18°40'00" W46.34'
S 27°08'41" W
75.09'
S 19°43'35" W43.19'
N 68°06'51" E
37.05'
N 68°39'00" E
63.43'
N 68°26'23" E
94.26'N 08°36'03" W99.37'N 01°32'02" W459.63'S 11°39'50" E24.02'S 11°29'21" E244.31'N 08°01'45" W60.44'S 21°47'16" E152.57'200' X 150' SD
S 89°16'01" E192.69'N 89°16'01"
W
181.51'N 89°34'41"
W
302.35'FRIENDLY LANE200' X 150' SD
FIBER OPTIC
FIBER OPTIC
ABAND
15" RCP 15" RCP
15" RCP
18" RCP
24" RCP9' CONCSOILBK HWBK HW
GR
12"
12"2"4"6"6"10"ABAND
10"ABAND
S
EXISTING R/W
EXISTING R/W
EXISTING R/W20' ACCESS EASEMENTARNOLD W. JOHNSON, et ux
DB 766 PG 553
DB 328 PG 179
CAROLYN EDWARDS
CAROLYN J. EDWARDS
DB 547 PG 812
DB 3362 PG 645
ADAM D. LAWSON, et ux
JOSE R. CAMPOS, et ux
DB 589 PG 255
NC 53 BURGAW HWY WIDTH VARIES
EIP
EIP
EIP
EIP
8' SOILEIP
SR 1116 ONSLOW-PINES RD BSTJONATHAN M TROMBA, et ux
DB 2907 PG 300
EIP
EIP
5.65'
N 68°26'00" E
EIP
ARMIDA L. GUTIERREZ
DB 1715 PG 925
DB 1313 PG 560
EIP
14.00'
S 58°17'39" W
EXISTING R/W
100.00'EXISTING R/W
ANGELIQUE G. ROBERTS
DB 2302 PG 267
GPS3 POT
T GR
12"4"10"ABAND
EIP
15
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4:50:05 PM...\R5023BC_hyd_prm_psh_15_A.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
LEGEND
SHEET 12 OF 17
PERMIT DRAWING
0'
SCALE: 1"= 60'
60'60'-L- STA. 98+00.00MATCHLINE SHEET 14NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
R-5023B
10100-Y8--L-
-Y8- POT Sta. 10+00.00
-Y8- POT Sta. 12+31.65
-L- POT Sta. 102+83.88 =18'18'18'18'2'-6" C&G
2'-6" C&G
50' R35' R
20' DR24' DR 24' DR 36' DR
16' DR
-Y8- STA. 11+50.00
BEGIN CONSTRUCTION11'+21.04+83.8610'+12.1010'10'
2'-6" C&G
2'-6" C&G0250201+90+60+4502502+55+7001+00010203+30+60+90-L- POT 104+25.00
END TIP PROJECT R-5023B
0201+74+90010002+58025025C&G
BEGIN
+54.60
C&G
BEGIN
+73.75
C&G
END
C&G
END
F32
DITCHDITCHSCALE
1"=30'
C
F
F
F
F
F
F
F F
F
F F
F
F F
F
F
F
F
F
REMOVE REMOVE
REMOVE
2
4
" RCP-I
VCB-F CB-F CB-F CB-F
CB-GCB-GCB-GCB-GCB-G
DI DI
DI
2GI-D RCP-III30"15" RCP-IV24" RCP-IV18" RCP-IV
EST. 70 SY PSRM
SEE DETAIL L
TOE PROTECTION
EST. 120 SY PSRM
SEE DETAIL L
TOE PROTECTION
EST. 175 SY PSRM
SEE DETAIL L
TOE PROTECTION
EST. 280 SY PSRM
SEE DETAIL L
TOE PROTECTION
( Not to Scale)
TOE PROTECTION
d
FROM -L- STA. 101+00 TO STA. 103+20 LT
FROM -L- STA. 99+25 TO STA. 102+25 RT
FROM -L- STA. 99+15 TO STA. 100+65 LT
FROM -L- STA. 98+00 TO STA. 98+95 LT
Fill Slope2:1 or Flatter
d= 1.0 Ft.
Type of Liner= PSRM
DETAIL L
Ground
Natural
PSRM
15" RCP-IVRCP-III15"REMOVE
18" RCP-IV RCP-III15"30" RCP-IVREMOVE30" RCP-IV
RCP-
I
I
I
3
0
"15" RCP-IVRCP-III
15"RCP-III18"SITE 5
TRIBUTARY
JURISDICTIONAL
4040 40414
1 41414141424242
4242
42
4242
4242 434343
4343
43
4343
43
43434344 4444444444
44
444444
4444
4444
444444
4444454
545
454545
45454545454545454545
454545
45
45454545454545
454545454545
45
4545 45454545454545454646
46
46
46
4
6
46464646464646
4646464646
4646
46464646 4646464747
474747
4747474
7
47474747474747
47474747
47
47
474747474747474748
484848 48484848
48
4
8
4848484849494949494950
PK12' BSTT
T
TT 100.00'60.00'EXISTING R/WEIP CEMETERYS 08°15'41" E42.42'S 11°00'06" W40.56'S 58°40'06" W
67.23'
S 18°40'00" W46.34'
S 27°08'41" W
75.09'
S 19°43'35" W43.19'
N 68°06'51" E
37.05'
N 68°39'00" E
63.43'
N 68°26'23" E
94.26'N 08°36'03" W99.37'N 01°32'02" W459.63'S 11°39'50" E24.02'S 11°29'21" E244.31'N 08°01'45" W60.44'S 21°47'16" E152.57'200' X 150' SD
S 89°16'01" E192.69'N 89°16'01"
W
181.51'N 89°34'41"
W
302.35'FRIENDLY LANE200' X 150' SD
FIBER OPTIC
FIBER OPTIC
ABAND
15" RCP 15" RCP
15" RCP
18" RCP
24" RCP9' CONCSOILBK HWBK HW
GR
12"
12"2"4"6"6"10"ABAND
10"ABAND
S
EXISTING R/W
EXISTING R/W
EXISTING R/W20' ACCESS EASEMENTARNOLD W. JOHNSON, et ux
DB 766 PG 553
DB 328 PG 179
CAROLYN EDWARDS
CAROLYN J. EDWARDS
DB 547 PG 812
DB 3362 PG 645
ADAM D. LAWSON, et ux
JOSE R. CAMPOS, et ux
DB 589 PG 255
NC 53 BURGAW HWY WIDTH VARIES
EIP
EIP
EIP
EIP
8' SOILEIP
SR 1116 ONSLOW-PINES RD BSTJONATHAN M TROMBA, et ux
DB 2907 PG 300
EIP
EIP
5.65'
N 68°26'00" E
EIP
ARMIDA L. GUTIERREZ
DB 1715 PG 925
DB 1313 PG 560
EIP
14.00'
S 58°17'39" W
EXISTING R/W
100.00'EXISTING R/W
ANGELIQUE G. ROBERTS
DB 2302 PG 267
GPS3 POT 40
44
T GR
12"4"10"ABAND
EIP
15
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4:57:53 PM...\R5023BC_hyd_prm_psh_15_B.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
LEGEND
SHEET 13 OF 17
PERMIT DRAWING
0'
SCALE: 1"= 60'
60'60'
R-5023B
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.-L- STA. 98+00.00MATCHLINE SHEET 1410100-Y8--L-
-Y8- POT Sta. 10+00.00
-Y8- POT Sta. 12+31.65
-L- POT Sta. 102+83.88 =18'18'18'18'2'-6" C&G
2'-6" C&G
50' R35' R
20' DR24' DR 24' DR 36' DR
16' DR
-Y8- STA. 11+50.00
BEGIN CONSTRUCTION11'+21.04+83.8610'+12.1010'10'
2'-6" C&G
2'-6" C&G0250201+90+60+4502502+55+7001+00010203+30+60+90-L- POT 104+25.00
END TIP PROJECT R-5023B
0201+74+90010002+58025025C&G
BEGIN
+54.60
C&G
BEGIN
+73.75
C&G
END
C&G
END
F32
DITCHDITCHSCALE
1"=30'
C
F
F
F
F
F
F
F F
F
F F
F
F F
F
F
F
F
F
SITE 5
TRIBUTARY
JURISDICTIONAL
REMOVE REMOVE
REMOVE
2
4
" RCP-I
VCB-F CB-F CB-F CB-F
CB-GCB-GCB-GCB-GCB-G
DI DI
DI
2GI-D RCP-III30"15" RCP-IV24" RCP-IV18" RCP-IV
EST. 70 SY PSRM
SEE DETAIL L
TOE PROTECTION
EST. 120 SY PSRM
SEE DETAIL L
TOE PROTECTION
EST. 175 SY PSRM
SEE DETAIL L
TOE PROTECTION
EST. 280 SY PSRM
SEE DETAIL L
TOE PROTECTION
( Not to Scale)
TOE PROTECTION
d
FROM -L- STA. 101+00 TO STA. 103+20 LT
FROM -L- STA. 99+25 TO STA. 102+25 RT
FROM -L- STA. 99+15 TO STA. 100+65 LT
FROM -L- STA. 98+00 TO STA. 98+95 LT
Fill Slope2:1 or Flatter
d= 1.0 Ft.
Type of Liner= PSRM
DETAIL L
Ground
Natural
PSRM
15" RCP-IVRCP-III15"REMOVE
18" RCP-IV RCP-III15"30" RCP-IVREMOVE30" RCP-IV
RCP-
I
I
I
3
0
"15" RCP-IVRCP-III
15"RCP-III18"
DB 1999 PG 0
LARRY C. JENKINS
INV=32.77'INV=34.30'INV=31.49'INV=30.57'24" RCP18" RCP18" RCP
12" CMP13' CONC10' GR.12'
GR.13' SOI
L103
104
106
107
108
114
T
TT
T
TEL
FO MARKER
TEL FO MARKER
TEL FO MARKER
NCGS HAW1974
JAMES LEE ROCHELLE
MB 55 PG 238
DB 1722 PG 127
DOUGLAS G. & MARTHA K. PARKHURST
DB 435 PG 547
DB 469 PG 778
RUBY KATHLEEN ROCHELLE
MB 59 PG 77
MARK A. PETTEWAY
DB 3363 PG 977
MB 59 PG 77
DB 3363 PG 977
MARK A. PETTEWAY
MB 59 PG 77
DB 3363 PG 973
JOAN PETTEWAY ROSS
ENID PETTEWAY WHITE
MB 59 PG 77
DB 3363 PG 975
EX
IST
ING
R
/W
100.00'EX
IST
ING
R
/W
EXISTING R/W
100.00'EXISTING R/W
NC
53
BURGAW
HWY
28
' BST

SR 1109 HOLLY SHELTER RD. 20' BST
DB 1999 PG 0
LARRY C. JENKINS
INV=30.57'1520PI Sta 19+84.23
D
L = 1,931.94'
T = 984.23'
R = 4,102.00'
SE = SEE PLANS
RO = SEE PLANS
-L1-15PI Sta 15+17.52
D
L = 62.86'
T = 36.35'
R = 50.00'
PI Sta 12+24.50
D
L = 449.00'
T = 224.50'
R = 60,000.00'
SE = SEE PLANS
RO = SEE PLANS
SE = SEE PLANS
RO = SEE PLANS
-Y9-
-Y9- POT Sta. 15+75.28
-L1- POC Sta. 18+62.04 =
-Y9- PT Sta. 15+44.03
-Y9- PC Sta. 14+81.17
-Y9- PT Sta. 14+49.00
50' R+41.67+33.4218'18'-Y9- POC 12+75.00
BEGIN CONSTRUCTION
35' R+08.8550' R
+06.91+74.724' FDPS4' FDPS360
' UNIFORM
TRANSITION
+00.004' FDPS18'18'4' FDPS10.1'9.5'
20' R20' R
20' R
20' R
20' R20' R
20' R
20' R080706050434' INC
.TYP
.+00.000202025025+880250
2
01
00
+44
+17
+
9
0+76.502
025+30+44
2'
2' R4' R 10'8'+44.28
+02.94
+
0
2.4
8
3' R 48' R+43.31
3.96'48' R-L1- POC 14+40.00
BEGIN TIP PROJECT R-5023B 04F
F
C
F
C
F
F
F
C
C
C
C
CC
C
C
C
C
C
C
C C
C
C
F
C
33
34
35
36
37
SCALE
1"=30'
CREVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
16 11:01:56 AM...\R5023BC_hyd_prm_psh_16_A.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.-L1- STA. 22+00.00MATCHLINE PLAN SHEET 17R-5023B
SHEET 14 OF 17
PERMIT DRAWING
0'
SCALE: 1"= 60'
60'60'
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
LEGEND30" RCP-
I
VEXIST. HW
REMOVE 24" RCP-IVSEE DETAIL D
CUT DITCH
SPECIAL
15"
15" PPES
15" PPES
15"
SEE DETAIL D
CUT DITCH
SPECIAL
SEE DETAIL D
CUT DITCH
SPECIAL
EST. 10 CY DDE
S=3.0%
SEE DETAIL M
STD. BASE DITCH REMOVE REMOVE
REMOVE
REMOVE
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -L1- STA. 20+50 TO STA. 22+00 RT
DETAIL C
Ground
Natural 4:1
Slope
Fill
Min. D= 1.0 Ft.
B
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
-L1- STA. 17+38 RT
DETAIL M
B= 2.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Ground
Natural
SEE DETAIL C
'V'-DITCH
SPECIAL LAT.
D
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y9- STA. 13+00 TO STA. 15+00 RT
FROM -Y9- STA. 12+50 TO STA. 15+00 LT
FROM -L1- STA. 15+00 TO STA. 18+00 LT
Min. D= 1.0 Ft.
DETAIL D
Slope
Ditch
Front
Ground
Natural 4:1
3:1SITE 6
30" RCP-
I
VREMOVE
STREAM
JURISDICTIONAL
EXISTING DITCH.
WETLAND IS TO CLEANOUT
EXCAVATION IN
DB 1999 PG 0
LARRY C. JENKINS
INV=32.77'INV=34.30'INV=31.49'INV=30.57'24" RCP18" RCP18" RCP
12" CMP13' CONC10' GR.12'
GR.13' SOI
L103
104
106
107
108
114
T
TT
T
TEL
FO MARKER
TEL FO MARKER
TEL FO MARKER
NCGS HAW1974
JAMES LEE ROCHELLE
MB 55 PG 238
DB 1722 PG 127
DOUGLAS G. & MARTHA K. PARKHURST
DB 435 PG 547
DB 469 PG 778
RUBY KATHLEEN ROCHELLE
MB 59 PG 77
MARK A. PETTEWAY
DB 3363 PG 977
MB 59 PG 77
DB 3363 PG 977
MARK A. PETTEWAY
MB 59 PG 77
DB 3363 PG 973
JOAN PETTEWAY ROSS
ENID PETTEWAY WHITE
MB 59 PG 77
DB 3363 PG 975
EX
IST
ING
R
/W
100.00'EX
IST
ING
R
/W
EXISTING R/W
100.00'EXISTING R/W
NC
53
BURGAW
HWY
28
' BST

SR 1109 HOLLY SHELTER RD. 20' BST
DB 1999 PG 0
LARRY C. JENKINS
INV=30.57'24252525262728282829303030303030 30
3030
3030 313131313131
31
31
31313131
32
32
3232
323232
32
32
32 333333
3333
33
333333333333 3334343434
34
3434343434
34 3434
34343434343434 3535353535
3
5
35
353535353535
35
3
5353535353535353535
35353535
35
353535353535 363636363636
3636
36363636
36363636
3636363636363636363636363637373737
3737
3737
3737
373737373737
373
737373738383838383838
38383838383838
38 383838 383
8 383839
39
3939
39
39 39
39
39 39 393939393939404040
40
40404040
40
40
40
404
04040
41
41
41
4141
41
4141424242
424242424343
43 4343444444
4445454545
4545
4546
46
4647
4
7
4848
48491520PI Sta 19+84.23
D
L = 1,931.94'
T = 984.23'
R = 4,102.00'
SE = SEE PLANS
RO = SEE PLANS
-L1-15PI Sta 15+17.52
D
L = 62.86'
T = 36.35'
R = 50.00'
PI Sta 12+24.50
D
L = 449.00'
T = 224.50'
R = 60,000.00'
SE = SEE PLANS
RO = SEE PLANS
SE = SEE PLANS
RO = SEE PLANS
-Y9-
-Y9- POT Sta. 15+75.28
-L1- POC Sta. 18+62.04 =
-Y9- PT Sta. 15+44.03
-Y9- PC Sta. 14+81.17
-Y9- PT Sta. 14+49.00
50' R+41.67+33.4218'18'-Y9- POC 12+75.00
BEGIN CONSTRUCTION
35' R+08.8550' R
+06.91+74.724' FDPS4' FDPS360
' UNIFORM
TRANSITION
+00.004' FDPS18'18'4' FDPS10.1'9.5'
20' R20' R
20' R
20' R
20' R20' R
20' R
20' R080706050434' INC
.TYP
.+00.000202025025+880250
2
01
00
+44
+17
+
9
0+76.502
025+30+44
2'
2' R4' R 10'8'+44.28
+02.94
+
0
2.4
8
3' R 48' R+43.31
3.96'48' R-L1- POC 14+40.00
BEGIN TIP PROJECT R-5023B 04F
F
C
F
C
F
F
F
C
C
C
C
CC
C
C
C
C
C
C
C C
C
C
F
C
33
34
35
36
37
SCALE
1"=30'
33
CREVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
16 11:00:33 AM...\R5023BC_hyd_prm_psh_16_B.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.-L1- STA. 22+00.00MATCHLINE PLAN SHEET 17R-5023B
SHEET 15 OF 17
PERMIT DRAWING
0'
SCALE: 1"= 60'
60'60'
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
LEGEND30" RCP-
I
VEXIST. HW
REMOVE 24" RCP-IVSEE DETAIL D
CUT DITCH
SPECIAL
15"
15" PPES
15" PPES
15"
SEE DETAIL D
CUT DITCH
SPECIAL
SEE DETAIL D
CUT DITCH
SPECIAL
EST. 10 CY DDE
S=3.0%
SEE DETAIL M
STD. BASE DITCH REMOVE REMOVE
REMOVE
REMOVE
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -L1- STA. 20+50 TO STA. 22+00 RT
DETAIL C
Ground
Natural 4:1
Slope
Fill
Min. D= 1.0 Ft.
B
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
-L1- STA. 17+38 RT
DETAIL M
B= 2.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Ground
Natural
SEE DETAIL C
'V'-DITCH
SPECIAL LAT.
D
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y9- STA. 13+00 TO STA. 15+00 RT
FROM -Y9- STA. 12+50 TO STA. 15+00 LT
FROM -L1- STA. 15+00 TO STA. 18+00 LT
Min. D= 1.0 Ft.
DETAIL D
Slope
Ditch
Front
Ground
Natural 4:1
3:1SITE 6
30" RCP-
I
VREMOVE
STREAM
JURISDICTIONAL
EXISTING DITCH.
WETLAND IS TO CLEANOUT
EXCAVATION IN
00
11:49:33 AM...\R5023BC_hyd_prm_psh_16_XSC.dgn$$$$USERNAME$$$$00
PROJ. REFERENCE NO.0 5 10
R-5023B
1"=10' HORIZONTAL
-
SITE 6
30
35
30 30
35
40
35
40
4040
4040
WETLAND CROSS SECTIONS
10 20 301020
1"=10' VERTICAL
30
45 45
5050
L
40
45
35
40
45
30
L
-L1- 17+00.00
-Y9- 13+00.00
LC (-Y9-)WLB30
25
35
40 40
35
30
25
102030 10 20 30 5050
SHEET 16 OF 17
PERMIT DRAWING
OFF SHEET
CONTINUE
WETLANDS
OFF SHEET
CONTINUE
WETLANDS
LEGEND
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
-L1- 16+50.00
C (-L1-)3:10.0400.040
4:1
3:136.01WLB WLB3:10.0400.040
4:1
3:135.12 WLBC (-L1-)3:10.0250.025
3:1
30.45
4:1
3:131.87
WETLAND
DENOTES FILL INFF
E E IN WETLAND
DENOTES EXCAVATION
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station StructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1-L- 34+201 @ 66" x 51" CAPA / Roadway < 0.01 < 0.01 4015 1-L- 34+20Bank Stabilization 1510 2-L- 56+602 @ 42" X 29" CAPA / Roadway < 0.01 2-L- 56+60Dissipator Pad < 0.01 < 0.01 3-L- 64+561 @ 24" RCP / Roadway < 0.01 3-L- 64+56Dissipator Pad < 0.01 < 0.01 4-L- 87+401 @ 6' X 6' RCBC 4217 4-L- 87+40Bank Stabilization 1110 5 -L- 102+15 TO 103+25 1 @ 30" RCP / Roadway 0.02 5-L- 103+25Dissipator Pad < 0.01 < 0.01 6 -L1- 15+75 TO 17+60 Roadway / Ditch Cleanout 0.03 0.08 0.04 6-Y9- 13+4030" RCP / Roadway 12 6-Y9- 13+40Dissipator Pad 1112 TOTALS*:0.03 0.08 0.04 0.04 < 0.01 131 64 0*Rounded totals are sum of actual impactsNOTES:Revised 2013 10 24SHEET 17OF 17Total Wetland Impacts : Fill = 1474 sf , Excavation = 3512 sf, Mech. Clearing = 1641 sfStream Impacts shown in permit drawings include Jurisdictional Tributaries (Sites 2, 3, & 5) and Jurisdictional Streams (Sites 1, 4, and 6).Project Total Jurisdicitonal Tributary Permanent Impacts = 1421 sfProject Total Jurisdicitonal Tributary Temp. Impacts = 231 sfProject Total Jurisdicitonal Stream Permanent Impacts = 131 ftProject Total Jurisdicitonal Stream Temp Impacts = 64 ft WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSOnslow CountyR-5023B41922.3.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS9/17/15