20181318 Ver 1_W5601R_Rdy_60%_Plans_9/28/2018 2:12 PM

5
4
6 7 8
Bessem er City Lim its
GASTO N CO U N TY
NC 274 SOU TH OF SR 1405 TO NORTH OF SR 1443
GRAD ING, PAVIN G, D RAIN AGE, PAVEM EN T M ARK INGS
AND PAVEM EN T M ARK ERS.
25 50 10050
25 50 10050
5 10 2010
DHV
D
T
V
=
=
=
=
=
3450
40
%
M PH
ADT
ADT
2018
% *

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
FUN C CLASS =
M AJO R CO LLECTO R
REG IO N AL TIER
0
0
0
PRO FILE (HO RIZO N TAL)

PROJECT LENGTH
RIGH T OF W AY D ATE:
LETTING D ATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
D ESIGN D ATA Prepared in the Office of:
SIGNATURE:
SIGNATU RE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT D ESIGN ENGINEER
GRAPH IC SCALES PLAN S
PRO FILE (VERTICAL)
H YD RAU LICS ENGINEER
ENGINEER
ROAD W AY D ESIGN
LOCATION:
TYPE OF W ORK :09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
24-SEP-2018 13:35R:\Roadway\Proj\W5601R_Rdy_tsh_1.dgn$$$$USERNAME$$$$CONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F T R A S PORTTIONTATEOFNRTCAR
O
LI
NALong CreekDam
Creek
Long
VICIN ITY M AP N O T TO SCALEW-5601RW -5601R
50138.1.FR19 HSIP-0274(8)PE
CO N ST.
HSIP-0274(8)
HSIP-0274(8)
2038 3600
TO TAL LEN G TH O F PRO JECT W -5601R = 0.956 M ile
LEN G TH O F RO ADW AY PRO JECT W -5601R = 0.956 M ile
THIS PRO JECT IS N O T W ITHIN AN Y M UN ICIPAL BO UN DARIES.
50138.2.19
50138.3.19
B.K. SO W ELL, PE
TO
CHERRYV
ILLE
NC
274
NC 274
TO BESSEM ER CITY15202530354045505560LONG CREEKR.E. HUM PHRIES, PLS
325
50
5
* TTST =2%
=
DUAL 3%
2018 STAND ARD SPECIFICATIONS
= DETO UR RO UTE
LIM ITS
PRO JECT
-L- POT STA. 11+50.00
BEGIN TIP PROJECT W -5601R
-L- POT STA. 62+00.00
END TIP PROJECT W -5601R
NC 274
4041
RS-L-
-
Y-
CLEARIN G O N THIS PRO JECT SHALL BE PERFO RM ED TO THE PERFO RM ED TO THE LIM ITS ESTABLISHED BY M ETHO D III.
A PO RTIO N O F THIS PRO JECT IS CO N TRO LLED ACCESS
RO W & UTIL
FEB. 2020
AUG . 1, 2018
D IVISION 12
1710 E . M arion St. Shelby, N C 28150
10
1403
1405 1404
1443
1405
274(NAD
8
3
EN GIN EER
SHEET N O .PRO JECT REFERENCE N O .
1A W-5601R
24-SEP-2018 13:36R:\Roadway\Proj\W5601R_Rdy_psh_1A.dgn$$$$USERNAME$$$$8/17/99RO ADW AY DESIG N
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
X-1 THRU X-32 CROSS-SECTIONS

X-1A THRU X-1 CROSS-SECTION SUMMARY SHEET

UO-1 THRU UO- UTILITIES BY OTHERS PLANS

UC-1 THRU UC- UTILITIES CONSTRUCTION PLANS

EC-1 THRU EC-13 EROSION CONTROL PLANS
PMP-1 THRU PMP- PAVEMENT MARKING PLANS
TMP-1 THRU TMP- TRAFFIC MANAGEMENT PLANS
4 THRU 8 PLAN AND PROFILE SHEET
3P-1 PARCEL INDEX SHEET
3D-1 THRU 3D- DRAINAGE SUMMARIES
3B-1 THRU 3B- ROADWAY SUMMARIES
2D-1 THRU 2D- DRAINAGE DETAILS
2C-1 THRU 2C- SPECIAL DETAILS
2B-1 THRU 2B- ROADWAY DETAILS
2A-1 THRU 2A- PAVEMENT SCHEDULE AND TYPICAL SECTIONS
1C-1 SURVEY CONTROL SHEETS

1B CONVENTIONAL SYMBOLS

1A INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS

1 TITLE SHEET

SHEET NUMBER SHEET

INDEX OF SHEETS
GENERAL NOTES: 2018 SPECIFICATIONS
EFFECTIVE: 01-16-18
GRADING AND SURFACING OR RESURFACING AND WIDENING:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
PROPER TIE-IN.
CLEARING:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
METHOD III.
SUPERELEVATION:
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD.
NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
SECTIONS.
SHOULDER CONSTRUCTION:
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01.
SUBSURFACE PLANS:
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
UTILITIES:
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.

RIGHT-OF-WAY MARKERS:
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS.
EFF. 01-16-18
2018 ROADWAY ENGLISH STANDARD DRAWINGS
The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch -
and by reference hereby are considered a part of these plans:
STD.NO. TITLE
DIVISION 3 - PIPE CULVERTS
310.10 Driveway Pipe Construction
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
DIVISION 8 - INCIDENTALS

N. C. Department of Transportation - Raleigh, N. C., Dated January 16, 2018 are applicable to this project
862.03 Structure Anchor Units - Anchorage For Guardrail Post On Box Culvert
DIVISION 2 - PIPE EARTHWORK
225.02 Guide For Grading Subgrade - Secondary and Local
225.04 Method of Obtaining Superelevation - Two Lane Pavement
300.01 Method Of Pipe Installation
838.01 Concrete Endwall For Single And Double Pipe Culverts - 15" Thru 48" Pipe 90° Skew
840.29 Frames And Narrow Slot Flat Grates
840.35 Traffic Bearing Grated Drop Inlet - For Cast Iron Double Frame And Grate
840.18 Concrete Grated Drop Inlet Type 'B' - 12" Thru 36" Pipe
840.46 Traffic Bearing Precast Drainage Structure
840.45 Precast Drainage Structure - Solid and Waffle Wall
846.01 Concrete Curb, Gutter, And Curb & Gutter
852.10 Median Construction - With Curb And Gutter
840.03 Frame, Grates, And Hood - For Use On Standard Catch Basin
862.01 Guardrail Placement
862.02 Guardrail Installation
866.02 Woven Wire Fence - With Wood Post
876.02 Guide For Rip-Rap At Pipe Outlets
876.04 Drainage Ditches With Class 'B' Rip Rap
UTILITY OWNERS ON THIS PROJECT ARE DUKE POWER, AT&T, & SPECTRUM CABLE,
Existing Edge of Pavem ent
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing M etal G uardrail
Existing Cable G uiderail
Proposed G uardrail
Equality Sym bol
Pavem ent Rem oval
Baseline Control Point
RIGH T OF W AY:
Existing Right of W ay M arker
Existing Right of W ay Line
h
Existing Control of Access
Proposed Control of Access
Proposed Right of W ay Line
C
F
Existing Easem ent Line
Proposed Tem porary Construction Easem ent
Proposed Tem porary Drainage Easem ent
Proposed Perm anent Drainage Easem ent
Proposed Perm anent Utility Easem ent
H YD ROLOGY:
Stream or Body of W ater
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sum p
Proposed Cable G uiderail
M AJO R:
Bridge, Tunnel or Box Culvert
Bridge W ing W all, Head W all and End W all
M IN O R:
Head and End W all
Pipe Culvert
Footbridge
Paved Ditch G utter
U TILITIES:
ROAD S AN D RELATED FEATU RES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power M anhole
Power Line Tower
Power Transform er
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone M anhole
Telephone Booth
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
e
]
/
b
H-Fram e Pole O O
PO W ER:
TELEPHO N E:
Telephone Cell Tower
Recorded U/G Power Line
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*)
Recorded U/G Fiber O ptics Cable
W ATER:
W ater M anhole
W ater M eter
W ater Valve
W ater Hydrant
Recorded U/G W ater Line
4
I
H
a
TV:
TV Satellite Dish
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Recorded U/G Fiber O ptic Cable
Designated U/G Fiber O ptic Cable (S.U.E.*)
r
|
I
]
G AS:
G as Valve
G as M eter
Recorded U/G G as Line
n
c
SAN ITARY SEW ER:
Sanitary Sewer M anhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Recorded SS Forced M ain Line
Designated SS Forced M ain Line (S.U.E.*)
d
o
A/G Water
Above G round G as Line
A/G Gas
Above G round W ater Line
Above G round Sanitary Sewer A/G Sanitary Sew er
M ISCELLAN EO US:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located O bject
Utility Traffic Signal Box
Utility Unknown U/G Line
?
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer M anhole m
U/G Tank; W ater, G as, O il
A/G Tank; W ater, G as, O il
BOU ND ARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property M onum ent
Existing Fence Line
Proposed W oven W ire Fence
Proposed Chain Link Fence
Proposed Barbed W ire Fence
g
F
123
Existing W etland Boundary
Proposed W etland Boundary
Existing Endangered Anim al Boundary
Existing Endangered Plant Boundary
BU ILD INGS AND OTH ER CU LTU RE:
Area O utline
G as Pum p Vent or U/G Tank Cap
Church
School
Dam
Sign
Sm all M ine
W ell
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
W oods Line
O rchard
Vineyard
RAILROAD S:
Standard G auge
RR Signal M ilepost
Switch
RR Abandoned
RR Dism antled
S
FLOW
Designated U/G Power Line (S.U.E.*)
Designated U/G Fiber O ptics Cable (S.U.E.*)
Designated U/G W ater Line (S.U.E.*)
Designated U/G TV Cable (S.U.E.*)
Designated U/G G as Line (S.U.E.*)
U/G Test Hole (S.U.E.*)
*S.U .E. = Subsurface U tility Engineering
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cem etery
EXISTING STRU CTU RES:
Parcel / Sequence N um ber
E
AATUR
End of Inform ation E.O .I.
N ote: N ot to Scale
SHEET NO .PRO JECT REFERENCE N O .
1-B
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS12/05/11Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
W etland
Proposed Perm anent Easem ent with
Iron Pin and Cap M arker
Proposed Tem porary Utility Easem ent TUE
Iron Pin and Cap M arker
Proposed Right of W ay Line with
DUEProposed Perm anent Drainage / Utility Easem ent
AUEProposed Aerial Utility Easem ent
CRProposed Curb Ram p
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CO N VEN TIO N AL PLAN SHEET SYM BO LS
Underground Storage Tank, Approx. Loc.
G eoenvironm ental Boring
UST
Known Soil Contam ination: Area or Site
Potential Soil Contam ination: Area or Site
Concrete or G ranite R/W M arker
Proposed Right of W ay Line with
C
A Concrete C/A M arker
Proposed Control of Access Line with
W-5601R
W IDTH
SHO ULDER
TO TAL
3'24-SEP-2018 13:40R:\Roadway\Proj\W5601R_Rdy_typ_2A1.dgn$$$$USERNAME$$$$HYDRAULICSROADWAY DESIG N
EN G INEER EN GIN EER
R/W SHEET N O .5/14/99SHEET N O .PRO JECT REFEREN CE N O .
2A-1W-5601R
E
C
EXISTIN G G RO UN D
EXISTIN G G RO UN D
EXISTIN G G RO UN D
V
AR SEE X-SECTI
ONSVAR SEE X-SECTIO N S
SEE X-SECTIO N SGRADE
PO IN T
CL
CD
E
D
G RADE
PO IN T
E
C
12"12"
12'-0"12'-0"
0.080.08
8'-0"8'-0"
VAR.VAR.
VAR
. 2
:1
TO
4
:1
0.02 0.02
U
G RADE TO THIS LINE G RADE TO THIS LIN E
T
VAR SEE X-SECTIO N SVAR SEE X-SECTI
ONSEXISTIN G G RO UN D
VAR. 2:1 TO 4:1
SEE X-SECTIO N S
EXISTIN G G RO UN D
WW
G RADE
PO IN T
CD
E
D
G RADE
PO IN T
E
C
T 12"12"
12'-0"12'-0"
0.08
VAR SEE X-SECTIO N S
0.08
8'-0"8'-0"
EXISTIN G G RO UN D
EXISTIN G G RO UN D
VAR
. 2
:1
TO
4
:1VAR. 2:1 TO 4:1
SEE X-SECTIO N S
TYPICAL SECTIO N N O . 2
0.02 0.02
GRADE TO THIS LIN E GRADE TO THIS LINEVAR SEE X-SECTIO N SVAR SEE
X-SECTI
ON
SEXISTIN G G RO UN D
EXISTIN G G RO UN D
SEE X-SECTIO N S
CL
-L- 40+66.00 TO 57+59.97
-L- 21+02.11 TO 31+24.96
GRADE
PO INT
TYPICAL SECTIO N N O . 3
CL
1.5"
GRADE
PO INT1.5"
5'-0"5'-0"
VV
* VAR. W IDEN IN G 0' TO 12'
-L- 57+59.97 TO 61+50.00
-L- 31+24.96 TO 40+66.00
-L- 12+00.00 TO 21+02.11
TYPICAL SECTIO N N O . 1
M IN .
U
E1
3"
M IN .
2.5"
M IN .
2.5"
M IN .
3"
Detail Showing M ethod of W edging
C SURVEY L
C1
D1 D
C
E1
BASE CO URSE, & G UARDRAIL PLACEM EN T AT SBG
DETAIL SHO W IN G SHO ULDER BERM G UTTER (SBG ) O N TO P O F
T
D
R
VAR SEE X-SECTI
ON
SEOT2'4"
-L- STA. 51+00.00 TO 53+00.00 RT
-L- STA. 13+77.00 TO 18+00.00 RT
BASE CO URSE, & G UARDRAIL PLACEM EN T AT SBG
DETAIL SHO W IN G SHO ULDER BERM G UTTER (SBG ) O N TO P O F
T
D
E
R C
EXISTIN G G RO UN D EOTW IDTH
SHO ULDER
TO TAL
FDPS
7'1"2'4"3'
FDPS
VAR. 1'0" TO 6'8"
C2C2
N O . 1 & 2 AT THE FO LLO W IN G LO CATIO N S:
USE IN CO N JUN CTIO N W ITH TYPICAL SECTIO N
-L- STA. 25+65.81 TO 30+31.91 RT
N O . 2 AT THE FO LLO W IN G LO CATIO N :
USE IN CO N JUN CTIO N W ITH TYPICAL SECTIO N
DETAIL SHEETS 2B-1 THRU 2B-5
USE IN CO N JUN CTIO N W ITH DRIVE
J
0.080.08
4'-0"
0.02 0.02
4'-0"
EXISTIN G G RO UN D
VAR
. TO
2
:1
EXISTIN G G RO UN D
T
VAR TO 2:1
SEE DETAILS
VAR. TO 2:1
SEE D ETAILS
J
PAVEMENT SCHEDULE
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
E
PROP. APPROX. 5" ASPHALT CONCRETE SURFACE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.
PROP. APPROX. 4.0" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
D AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
IN LAYERS NOT TO EXCEED 2 " IN DEPTH
AT AN AVERAGE RATE 112 LBS. PER SQ YD PER 1" DEPTH TO BE PLACED
PROP. VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
C1
PROP SHOULDER BERM AND GUTTERR
EARTH MATERIALT
EXISTING ASPHALT PAVEMENTU
MILLING EXISTING ASPHALT, VARIABLE DEPTH 0" - 1.5"V
E1
IN DEPTH
PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5.5"
AT AN AVERAGE RATE 114 LBS. PER SQ. YD. PER 1" IN DEPTH, TO BE
PROP. VARIABLE DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
DEPTH
PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" IN DEPTH, TO BE
PROP. VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C
D1
C2
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
C
PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. TO BE PLACED IN TWO LAYERS.
PROP. 8" AGGREGATE BASE COURSEJ
SHOP CURVED
PROP SBR 15'R 15-14.88%VPI STA. 10+10.00ELEVATION 778.79780.2840.00' V.C.
+1.88%VPI STA. 10+63.00ELEVATION 776.05ELEVATION 776.20+1.88%ELEVATION 775.68VPI STA. 10+35.00-3.92%
-L- POC 15+50.00 =
-DR 1- POT 10+75.00 -DR 1- POT 10+00.00-DR 1- PC 10+08.92-DR 1- PT 10+57.70
-DR 1- 10+30
BEGIN PAVEMENT
-DR 1- 10+10
BEGIN CONST
N 37°07'16" W
S 63°01'12" WPI Sta 10+38.21
D
L = 48.78'
T = 29.30'
R = 35.00'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
10+00.00ELEVATION 775.73770
2:1
2:1
2:1 2:10.08
0.08
0.08
0.08
0.08-L- 15+63.93775.23
10+10.00
771
778.79
10+30.00
771
776.70
10+50.00
776.00
773
10+00.00
780.28
772
0.02 0.02
0.020.02
0.02 0.02
2GI
24" D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .
2B-1W-5601R
24-SEP-2018 13:51R:\Roadway\Proj\W-5601R_Rdy_dtl_2B-1.dgn$$$$USERNAME$$$$8/17/99D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
-L- POC 15+50.00VPI STA. 10+75.00 =VPT STA. 10+55.00VPC STA. 10+15.00ELEVATION 778.17778.36
0 10 20510
GRAPH IC SCALE
X-SECTIONS
PROFILE
0 10 20510
GRAPH IC SCALE
0 502550
GRAPH IC SCALE
PLAN VIEW
100
-D RIVE 1- D ETAILS
-8.85%NAD 83
+38.83 EL. 776.62+54.83 EL. 775.39-5.99%VPI STA. 10+46.83ELEVATION 775.87+2.00%
16.00' V.C.20-L- POT 18+50.00 =
-D R 2- POT 10+00.00
-D R 2- PC 10+21.51
-D
R
2-
P
T
10+60.42-DR 2- POT 10+75.00
PI Sta 10+42.01
D
L = 808.04'
T = 453.14'
R = 716.20'24" 10+25.00 777.93-L- 18+60.34 Lt774.5110+25.00
775
777.93
777.70 777.502:1775 10+35.00
776.98
2:12:1776.76
774
775.94
2:1
775.51
2:1
10+46.83
2:1
-DR 1- 10+25
BEGIN CONST
-DR 2- 10+35
BEGIN PAVEMENT
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .
2B-2W-5601R
24-SEP-2018 13:54R:\Roadway\Proj\W-5601R_Rdy_dtl_2B-2.dgn$$$$USERNAME$$$$8/17/99D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
ELEVATION 775.78-L- POT 18+50.00VPI STA. 10+75.00 = .08 .02 .02 .08
.08 .02 .02 .08
.08 .02 .02 .08
775.94-L- 18+36.34 Lt-D RIVE 2- D ETAILS
0 502550
GRAPH IC SCALE
PLAN VIEW
100
PROFILE
0 10 20510
GRAPH IC SCALE
0 10 20510
GRAPH IC SCALE
X-SECTIONSNAD 83
GRAVEL
NC 274
19' PAVED
15"
DRAIN
G RADE TO 25PI Sta 10+40.34
D
L = 52.45'
T = 32.56'
R = 35'
-L- POC 24+50.00 =
-DR 3- 10+14
BEGIN CONST
BE GIN PAVE M ENT-DRV 3- POT 10+00.00-DRV 3- POT 10+07.78-DRV 3- PT 10+60.23
-DRV 5- POT 11+00.00
30.00' V.C.
30.00' V.C.VPI STA. 10+35.00ELEVATION 790.78VPI STA. 10+65.00ELEVATION 789.10+50.00 EL. 789.94+3.97%-5.59%
-5.59%
-2.91%+80.00 EL. 789.7010+00.00 EL. 791.80+20.00 EL. 791.22775 2:1788.38
0.080.02 2:1
0.02 0.08
0.02 0.02
0.02
0.08
789.99
4
:1
4
:1
789.12
788.86789.030.02 2:14:1
0.08
0.020.02 0.080.08
787
789
789
789
790.21
789.54
790.68
10+15.00
10+35.00
10+45.00
10+60.00
-L- 24+33.20 LT-L- 24+33.20 LT791.36
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .
2B-3W-5601R
24-SEP-2018 13:54R:\Roadway\Proj\W-5601R_Rdy_dtl_2B-3.dgn$$$$USERNAME$$$$8/17/99D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
ELEVATION 790.495-L- POC 24+50.00VPI STA. 11+00.00 = PROFILE
0 10 20510
GRAPH IC SCALE
0 502550
GRAPH IC SCALE
PLAN VIEW
100
0 10 20510
GRAPH IC SCALE
X-SECTIONS
-D RIVE 3- D ETAILSNAD 83
18"18"30-DRV 4- PC 10+18.46
-L- POT 30+00.00 =
-DRV 5- POT 10+00.00
-
D
RV 5- PT 10+60.88-
D
RV 5- PO
T 10+65.00PI Sta 10+42.71
D
L = 42.41'
T = 24.25'
R = 35.00'
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .
W-5601R
24-SEP-2018 13:55R:\Roadway\Proj\W-5601R_Rdy_dtl_2B-4.dgn$$$$USERNAME$$$$8/17/99D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
VPI STA. 10+30.00ELEVATION 802.27-8.00%+3.97%VPI STA. 10+50.00ELEVATION 803.06+0.05%+40.00 EL. 802.67+60.00 EL. 803.07780 +20.00 EL. 803.0720.00' V.C.
20.00' V.C.
+3.97%
0.020.02 0.08
3
:1
0.08 3
:1
10+60.00
803.07
10+33.40
802.54
0.02EXIST
1.03%
-DR 4- 10+44
END PAVEMENT
END CO
N
STRUCTI
ON2B-4
-L- POT 30+00.00VPI STA. 10+00.00 =ELEVATION 803.95799
799
0 10 20510
GRAPH IC SCALE
X-SECTIONS
PROFILE
0 10 20510
GRAPH IC SCALE
0 502550
GRAPH IC SCALE
PLAN VIEW
100
-D RIVE 4- D ETAILSNAD 83
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
HYDRAULICSROADWAY DESIG N
EN GIN EER ENG INEER
R/W SHEET N O .
SHEET NO .PRO JECT REFEREN CE NO .
W-5601R
24-SEP-2018 13:56R:\Roadway\Proj\W-5601R_Rdy_dtl_2B-5.dgn$$$$USERNAME$$$$8/17/99D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
-L- PC 40+35.08-DRV 5- POT 10+00.00
-DRV 5- PC 10+11.33
-DRV 5- PT 10+53.85
-DRV 5- POT 11+00.00
-L- POC 41+31.00 =4018"
-DR 5- 10+50BEGIN PAVEMENT
-DR 5- 10+25BEGIN CONSTRUCTION
PI Sta 44+08.55
D
L = 742.77'
T = 373.48'
R = 2,864.79'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
0.020.020.08 0.083:12:12B-5
10+60.00
832.00 833.80
835.73
0.020.02 0.080.082:12:110+50.00
835.59
834.17
832.00
0.020.020.08
10+25.00
835.39
832.00
VPI STA. 10+40.00ELEVATION 835.32-0.20%+1.96%
60.00' V.C.+10.00 835.38+70.00 835.91ELEVATION 836.02-L- POC 31+41.00VPI 11+00.00 =-D RIVE 5- D ETAILS
PROFILE
0 10 20510
GRAPH IC SCALE
0 502550
GRAPH IC SCALE
PLAN VIEW
100
0 10 20510
GRAPH IC SCALE
X-SECTIONS

820 ELEVATION 835.40VPI 10+00.00VPI 10+88.00 836.26831.19-L-41+00 40.17 Lt4
:1
COMPUTED BY: _____REH______ DATE: ___________PROJECT NO. SHEET NO. CHECKED BY: _______JSC_______ DATE: ___9/24/2018_______3P-1W-5601RSTATE OF NORTH CAROLINA DIVISION OF HIGHWAYSPARCEL #L  STATIONPROPERTY OWNER TOTAL AREAEX. PROPERTY LTEX.PROPERTY RTPROP R/W LTPROP R/W RTPUE PDE TCEREMAINING LTREMAINING RTNOTE1 12+41 Larry Gene Wright Et Ux4.10 Ac. TM 4.61 Ac. CADD 0 0.88 Ac 0 0.21 Ac 0 2394 Sq. Ft. 3.73 Ac. 02 12+94 Ernest Lee Dameron Jr. Et Al 8.95 Ac. TM 0.14 Ac. CADD 8.96 AC. CADD .14 Ac 1.39 Ac 0 0 0.35 Ac 0 7.57 Ac.3 21+50 Gary Allen Hamilton Et. Ux.1.72 Ac. TM 2.00 Ac. CADD 0 254 Sq. Ft. 0 0 0 4,271 Sq. Ft. 2.00 Ac. 0Appr. 2,100 Sq. Ft. in Exist R/W to be abandonded not included4 24+22 William L. Johnson Et. Ux. 1.10 Ac. TM 0.10 Ac 0.83 Ac. CADD 0.10 Ac 0.11 Ac 0 0 2,412 Sq. Ft. 101 Sq. Ft. 0.72 Ac5 25+21 David And Dana Wray15.02 Ac. TM 9.80 Ac. CADD 5.55 Ac. CADD 0.75 Ac 0.73 Ac 1,016 Sq. Ft. 1,734 Sq. Ft. 1.46 Ac 9.05 Ac. 4.82 Ac.Appr. 0.30 Ac in Exist R/W to be abandonded not included6 29+54 Ernest Lee Dameron Jr. Et Al154.78 Ac. TM 132.27 Ac. CADD 26.61 Ac. CADD 2.34 Ac 1.63 Ac 1.03 Ac 2,265 Sq. Ft.  3.59 AC 129.93 Ac. 24.98 Ac.Appr. 1.20 Ac in Exist R/W to be abandonded not included7 32+00 Danny Eugene Smith 0.31 Ac. TM 0 0.31 Ac. CADD 0 602 Sq. Ft. 0 0 3,352 Sq. Ft. 0 0.30 Ac8 31+52 Robert And Debbie Wray 2.71 Ac. TM 0 3.44 Ac. CADD 00.20 Ac 0 0 649 Sq. Ft. 0 3.24 Ac9 37+05 Ernest L Dameron Jr. Et Ux Et Al 0.66 Ac. TM 0 0.69 Ac. CADD 0 4,147 Sq. Ft. 0 0 0 0 0.60 Ac10 38+65 Sarah Kathryn Dameron Morgan 0.86 Ac. TM 0 0.90 Ac. CADD 0 3,994 Sq. Ft. 0 0 0 0 0.81 Ac.11 40+20 Ernest L Dameron Jr. Et Ux Et Al 2.47 Ac. TM 0 1.76 Ac. CADD 0 524 Sq. Ft. 0 0 5,327 Sq. Ft. 0 1.75 Ac.RIGHT OF WAY DATA SHEET
O utlet
Pipe or Ditch
Scour Hole (PSH)
Square Preform ed
D
PSRM
M IN. 1' TUCK
W ITH NATURAL GRO UND
IN STALL LEVEL AND FLUSH
W ITH GEO TEXTILE
LIN ER: CLASS B RIPRAP
Slope
Fill
SEE DETAIL 9
LATERAL Base DITCH
SEE DETAIL 10
LATERAL Base DITCH
Slope
Fill
GEO TEXTILE
SEE DETAIL 9
LATERAL Base Ditch
Exist. Channel
PLACED/ADJUSTED BY ENG IN EER
RO CK CRO SS VAN E TO BE
SEE DETAIL 3
CHANN EL CHAN GE
LOWER
BANKFULL OR SLIGHTLY
ELEVATION EQUAL TO
MINIMUM OF AT AN
KEY IN VANE TO BANK
ROCK
FOOTER
ROCK
HEADER
DIRECTION OF ENGINEER
POOL EXCAVATED PER
#57 STONE
BACKFILL, TYP.
#57 STONE
BANKFULL
SIGNIFICANT SPACES
NOT BE GAPPED OR HAVE ANY
ROCKS IN VANE ARM SHOULD
ROCKS
FOOTER
ROCKS
HEADER
BED
BANKFULL ELEVATION
TIE VANE ARM INTO
BACKFILL, TYP.
#57 STONE EXCAVATED POOL
BED
ELEVATION
SEE PROFILE FOR
HEADER ROCK, TYP.
CONSTRUCTION
FOR ROCK CROSS VANE
EXCAVATED TRENCH
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .
4
25-SEP-2018 08:32R:\Roadway\Proj\W-5601R_Rdy_psh_4.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
MATCH LINE -L- STA 23+00SEE SHEET 5W-5601R
FO R -L- PRO FILE, SEE SHEET N O . 9
24" 24"
24" 2GI
406A
406B
406C
405
95.00'
65.00'
65.00'
+75.23
+76.90
+75.23
50.00'
+41.57
+41.57
95.00'
+76.90
70.00'
+41.57
+00.00
50.00',65.00'
+40.00
50.00', 95.00'
EN D C/A
+76.90
+75.23
PL
PL
95.00'
+50.00
30.00', 65.00'
PL
Exist. R/W
65', 75'
105'
+21
65', 75'
+00
50',70'
+50
50',59'
95', 105'
65', 80'
+76.96
+75.23
80.00'
80.00'
+94.00
+00
97.00'
+21.00
65.00', 90.00'
+70.00
65', 80'
95', 98.3, 105'
3
2
1
TTN
3
5°3
5'4
7"
E
15
5.9
8'
S 40°07'43" E
106.06'
S 40°07'43" E
106.52'
S 56°51'51" E
151.00'
S 56°51'51" E
705.01'
S 56°51'51" E
56.70'
N
31°37'0
4"
E
10
0.0
0'
N
31°37'0
4"
E
46
6.70'
S 56°51'51" E
151.00'
N
31°37'0
4"
E
10
0.0
0'
N 33°02'43" W
S
3
6°12'2
9
" W8
4.6
5'
S 25°09'38" W87.22'
S 13°06'54" W107.72'S 18°50'10"
W
95.52'
S 19°53'37"
W
101.16'
S 13°47'32" W110.50'2.68'S 08°00'19" W76.97'
EX ISTING R/W
EX ISTING R/W
EXISTING R/W
EX ISTING R/W
N
31°37'0
4"
E
48
6.0
2'TGRAVEL
15
" CMP
19' PAVEDNC 274
CO NC CU LV
19' PAVED
NC 274
GRAVEL
LONG
C
R
E
E
K
W OODS GRAVELEXISTING R/W
E
X
IST
IN
G
R
/
W NAD 83/95NC GRIDN
3
4°15'4
4"
E
13
5.7
8'
N 13°13'35" E106.46'
S
3
3°5
0'3
0" W5
2
0.3
7'4S
BW
4SBW30.00'TT39.00'EIP
FOUND
STONE
PATSY SM ITH
STEVEN V. SM ITH AND W IFE
DB 1140 PG 237
SHIRLEY HAGAR
JOSEPH HAGAR AND W IFE
DB 3533 PG 689
EIP
EIP
TIM CONNER PROPERTIES, LLC
DB 4500 PG 632
DB 3142 PG 555
JERRY DALE M cKENZIE
PASTURE
EIP
EIP
LAWN
W OODS
W OODS
BILLIE B. W RIGHT
LARRY GENE W RIGHT AND W IFE
DB 1410 PG 8511SFD
S
S
BM #4
BL-29
BL-28
1 SFD
S
ERNEST LEE DAM ERON JR. & HAROLD DAM ERON W /HEIRS
W B 10E PG 830
PASTURE
FRANKIE W . HOLLINGSW ORTH
DB 1378 PG 743
GARY ALLEN HAM ILTON AND W IFE
RHONDA SUE HAM ILTON
DB 1392 PG 351
W OODS
A LARGE STONE
HIGH POINT ON
33.05'N
31°37'0
4"
E
46
6.70'
BL-22
PI Sta 15+34.14
D
L = 298.33'
T = 157.24'
R = 381.97'
PI Sta 24+94.71
D
L = 808.04'
T = 453.14'
R = 716.20'101520-
L-
P
OT
10
+
0
0.0
0
-
L-
P
C
13
+
7
6.9
0 -L- PT 16+75.23-L- PC 20+41.57404 403
402
401
PSH
AA
W
PLAN VIEW
SECTIO N A-A
(4'm in typ.)
Perm anent Soil Reinforcem ent
m atting (PSRM )
Seed with native
grasses at installation.
PREFO RM ED SCO UR HO LE
STA. 17+00 -L- (RT)
*N O T TO SCALE
BFILL SLOPE2:1
2:1PIPE (d = 15" O R 18")
INFLO W
3/08
W = 4'
D= 1'
B= 4'
not shown for clarity)
(Rip Rap in basin
G RO UND
N ATURAL
15" RCP-IV
1
5"
R
C
P
-IV

TB2GI
TB2G I
TB2G I
TB2GI
407
15" RCP-IV 15"( Not to Scale)
2:1
2:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FRO M STA. 13+00 TO STA. 14+20 -L- (LT)
DETAIL 9
b= 2 Ft.
B= 4 Ft.
M in. D= 1.4 Ft.
Ground
Natural
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FRO M 14+20 STA. TO STA. 15+00 -L- (LT)
DETAIL 10
b= 2 Ft.
B= 4 Ft.
M ax. d= 1 Ft.
M in. D= 1.4 Ft.
*W hen B is < 6.0'
Type of Liner=CLASS B Rip-Rap Est.Q ty. 35 Tons
Ground
N atural
GeotextileFab. Est.Q ty. 78 sq.yds.
FRO M STA. 16+50 TO STA. 18+40 -L- (LT)
EST. DDE 50 CY
EST. DDE 280 CY
24'PROP EP
PROP EPBEGI
N CONS
T
RUCTI
ON19.0'
2
4.0'
70' TAPER
+
0
0.0
0
-
L-
P
OT
1 1
+
5
0.0
0
CHAN N EL CHANG E
DETAIL 3
CHAN N EL CHANG E
DETAIL 3
FRO M STA. 14+00 TO STA. 16+00 -L- (RT)
(only left side bench to be constructed, do not disturb existing stream bed or right hand bank)
FRO M STA. 16+00 TO STA. 16+75 -L- (RT)
no work will be done on the right bank through this section.)
(left side bench to be tapered to tie into the confluence with Long Creek,
DO W N STREAM FRO M STA. 13+00 to 14+00 -L- (RT)
(Excavated areas will be ripped and disked prior to planting of the site if needed.)
Fill Slope
Proposed
b= 8 Ft.
B= 3 Ft.
D= 2 Ft.
( N ot to Scale)( N ot to Scale)
b
D
B
G round
N atural
2:1
varies
30' W O O DED BUFFERVAR. 10' TO 30' W O O DED BUFFER
Ground
Natural
2:1
GEO TEXTILE2:12:1b
{FLOW
A
A
30°
20° TO
BANKFULLBANKFULLWIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
BBFLOW
{
FLOW{
HEIGHT LENGTH WIDTHSTATION

POOL

4% TO 10% SLOPE
BOULDER DIMENSIONS (FT)
MINIMUM
2'
MINIMUM
2'PLAN VIEW
SECTION B-B
SECTION A-A
5) POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
DIRECTION OF THE ENGINEER.
4) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
BETWEEN HEADERS AND FOOTERS.
3) CLASS "A" STONE CAN BE USED TO REDUCE VOIDS
2) DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS.
VANE ARM TIES INTO BANKFULL.
1) DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
NOTES:
ROCK CROSS VANE DETAIL
NOT TO SCALE
OF THE FOOTER ROCK
A MINIMUM OF 1/3 WIDTH
SET HEADER ROCK BACK

STA 12+08 TO 13+86 RT
STA 1 1+44 TO 13+70 LT
EXISTING GUARDRAIL
REMOVE AND DISPOSE OF
NOTE:
TO ENSURE PROPER TIE IN
FROM STA 11+50 to 12+00
MILL 1.5" AND RESURFACE
TL-2GREU
TL-2GREU
CAT-1
SHOP CURVED
PROP SBR 15'R
STA 14+50 TO 17+00 RT
DIRECTED BY THE ENGINEER
PROPER INSTALLATION AS
ADJUSTED TO ALLOW FOR
GUARDRAIL POSTS MAY BE
DRAINAGE BOXES AND/OR
NOTE:
SEE SHEET 2B-1
***DRIVE 1***
SEE SHEET 2B-2
***DRIVE 2***
PROP SB R
PR
O
P
S
B
R
50'
T
A
PE
R
50' TAPER
FENCE (47" WW)
PROP
END FENCE
P
R
O
P 4S
B
W
PLACED AS DIRECTED BY THE ENGINEER
TEMPORARY 4SBW FENCING TO BE
Type of Liner= CO IR-FIBER M ATTING , EST. 334 SQ FT.
F
F
F
F
F
F
F
F
F
FF
F
F
FFFFF
FFFFF
F
FF
FF
F
C
C
C
C
C
CCC
C
CCCC
C
C
C C
F
SEE DETAIL 2
CUT DITCH
Slope
Ditch
Front
REM O VE 107' O F 18" CM P
REM OVE 46' OF 15" RCP
Slope
Fill
Geotextile
SEE DETAIL 1
W ITH RIPRAP
LATERAL "V" DITCH
SEE DETAIL 5
LATERAL BASE DITCH
Slope
Ditch
Front
SEE DETAIL 7
SPECIAL CUT BASE DITCH
Slope
Fill
GEO TEXTILE
REM O VE 55' O F 24" RCP
O F 15" RCP
REM O VE 30'
SEE DETAIL 7
SPECIAL CUT BASE DITCH
MATCH LINE -L- STA 23+00SEE SHEET 4MATCH LINE -L- STA 34+00
SEE SHEET 6 D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .
5W-5601R
25-SEP-2018 08:28R:\Roadway\Proj\W-5601R_Rdy_psh_5.dgn$$$$USERNAME$$$$8/17/99 D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
FO R -L- PRO FILE, SEE SHEET N O . 10
18"
504
36" RCP-IV15"15" RCP-IV
TB2G I
TB2GI
502A
15"
2GI
18"
HW
2GI18"18"
DRAIN
G RADE TO
DRAIN
G RADE TO
506
507
800
801
802
803
S 63°24'41" W249.57'N 35°56'15" W
331.89'S 45°18'35" W211.87'S 89°45'43" W212.86'S 63°24'41" W33.00'S 58°59'04" WS 71°04'08" E
208.02'
N 33°02'43" W
102.41'212.62' EIP-EIP(EI
P
-RW)
6.
8
1'
2
2
4
.2
0' (E
IP
-STON
E
)TOTAL DIST. = 661.14' (EIP-EIP)N
1
3
°
0
6'
1
7
" W7.
5
7' (EI
P-RW)S 87°06'21" EN
13
°0
6'17
" W
17
8
.4
1'20.74' (EIP-RW)N 20°10'47" E
1.37' (EIP-R
W)
18" CM P
24" RCP15" RCP
GRAVELG R A V E L
GRAPE VINESTTGRAVEL
15" RCP OTCB6' CHL
BLK WALLNC 274
19' PAVED SHERW
OOD DRI
VE19' PAVEDNC 274
W OODS
W OODS
W OODS
CULTIVATED
CULTIVATED
1SFD 19' PA
V
EDSR
1
4
0
4
BY-33EXISTING R/WEXISTING R/WE
X
IS
T
IN
G

R
/W
E
X
IS
T
IN
G

R
/W
EXISTING R/W
NAD 83/95NC GRIDDAVID W RAY AND DANA W RAY
TRACT 3
DB 3195 PG 200
DEBBIE W RAY
ROBERT H. W RAY AND W IFE
DB 2804 PG 694
DB 2804 PG 694
D A V ID WRA Y A N D D A N A WRA Y
TRA CT 2
D B 3195 PG 200
TRACT 1
DB 3195 PG 200
DAVID W RAY AND DANA W RAY
JANICE G. JOHNSON
AND W IFE
W ILLIAM L. JOHNSON
DB 2471 PG 52
N 20°10'47" E
623.61'
S 72°20'15" E
265.78'
S 76°58'45" E
306.00'
S
4
0
°
1
2'
2
3
" W3
0
3.
9
6'4SBWS
4
1°
0
6'
4
2
" W3
8
4.
4
9'
S
4
1°
0
7'
0
3
" W4
2
9.
9
1'
S 28°56'41" E 259.58'30.00'TTT& HAROLD DAM ERON W /HEIRS
ERNEST LEE DAM ERON JR.
W B 10E PG 830
BL-19 RUINS
RUINS
A LARGE STONE
HIGH POINT ON
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
BM #3
BL-18
EIP
OF TREE
EIP IN BASE
BL-32
34.44'
EIP
EIP
SM ITH
DANNY EUGENE
DB 4711 PG 2281
1SFBUS
BST
BST
W ELL
DEBBIE W RAY
ROBERT H. W RAY AND W IFE
DB 2804 PG 694
50.00'
+49.61
+10.00
60.00',70.00'
+30.00
50.00',70.00'
65.00'
+49.61
+00.00
65.00',50.00'
50.00'
+59.63 +50.00
70'
125'
+66
+66
+49
70'
120'
+00
70'
+71
125'
+40
+30
182'
+30
63'
84'
+58
123'
+57
222'
242'
165'
50'
+78
+61
+17
226'
+55
+00.00
50.00', 40.00'
+00.00
50.00', 65.00'
+38
70'
60'
+00
50',60'
60'
+49.61
Ex. R/W
+17
+75.1
60.0'
+50
+90
40.0', 60.0'
+32.00
65.00'+48.00
72.00'65.00'+52.00
+19.6
+40.7
PL
Ex R/W -Y-
8
5
5
4
+09.4
+19.00
40.00
PROP 2'6" CONC C&G
ISLAND
PROP GRASS
PROJECT COMPLETION
ABANDON EXISTING R/W UPON
GRADE TO MATCH ADJACENT CONTOURS
REMOVE EXISTING PAVEMENT AND ROADBED
GREU TL-2
GREU TL-2
GREU TL-2
SEE SHEET 2B-3
***DRIVE 3***
SEE SHEET 2-B4
***DRIVE 4***
STD. 852.10
CAP ISLAND
PROP CONC
PROP SBR
PROP SBG50' TAPER
50' TAPER
PROP 4SBW
P
ROP
4
S
BWEND FENCE
GRADE TO DRAIN
TTTD
L = 145.41'
T = 74.16'
R = 300.00'-Y- POT 13+67.25-Y- PT 12+14.53-Y- PC 10+69.12
-Y- POT 10+00.00
-L- POT 31+78.07 =
PI 1 1+43.28
LINE -Y-2530PI Sta 24+94.71
L = 808.04'
T = 453.14'
R = 716.20'
D
-L- PT 28+49.61
18" CSP505
505A
C
Flatter2:1 or
D
( Not to Scale)
CUT DITCH
FRO M STA. 28+00 TO STA. 31+40 -L- (RT)
DETAIL 2
Ground
Natural
CL B RIP RAP
CL B RIP RAP
FRO M STA. 34+50 TO STA. 38+00 -L- (RT)
LATERAL 'V' DITCH
( Not to Scale)2:12:1
D
b
d
1"/Ft.
FRO M STA. 26+73 TO STA. 28+00 -L- (RT)
b= 2 Ft.
M ax. d= 1 Ft.
M in. D= 1 Ft.
DETAIL 1
Ground
Natural
FRO M STA. 27+50 TO STA. 29+50 -L- (LT)2:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FRO M STA. 29+50 TO STA. 42+00 -L- (LT)
DETAIL 7
B= 2 Ft.
M in. D= 1 Ft.
Ground
Natural
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
DETAIL 5
b= 2 Ft.
B= 5 Ft.
M ax. d= 2 Ft.
M in. D= 2 Ft.
*W hen B is < 6.0'
Ground
Natural
M in. D= 1 Ft.36" RCP-IV15"15" RCP-IV
CL I RIP RAP
TB2GI
502
501
501A
DRAIN
G RADE TO
EST. DDE 130 SY
EST. GEO . FAB. 1020 SF
EST. DDE 470 SY
EST. GEO . FAB. 3400 SF
Type of Liner= CLASS "B" Rip-Rap EST. 115 TO NS
Type of Liner= CLASS "B" Rip-Rap, EST. 380 TO NS 3:1
REM O VE 21' O F 12"RCP
REM O VE 30' O F 12"RCP
REM O VE 25' O F 15"RCP
SEE DETAIL 7
SPECIAL CUT BASE DITCH
SEE DETAIL 2
CUT DITCH
REM O VE 30' O F 24"RCP
REM O VE 33' O F 15" RCP
REM O VE 27' O F 12" RCP
REM O VE 21' O F 12"RCP
REM O VE 30' O F 12"RCP
REM O VE 25' O F 15"RCP
SEE DETAIL 8
"V" DITCH
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .
6
25-SEP-2018 08:34R:\Roadway\Proj\W5601R_Rdy_psh_6.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
MATCH LINE -L- STA 34+00SEE SHEET 5MATCH LINE -L- STA 46+50SEE SHEET 7W-5601R
FO R -L- PRO FILE, SEE SHEET N O . 10 & 11
15"
15"
15"
2
GI
2
GI
2
GI
18"
603
604
605A 605S 39°55'02" E695.00'S 16°52'18" W378.00'S 72°51'55" E
581.48'N 41°16'52" E528.99'S 09°45'48" W256.23'27.78'(EI
P-RW)
1
6.
0
2'
(EI
P-RW)15.62'687.37' (EIP-REBAR)S 26°11'52" W108.15'N 88°50'10" E
9.70'
2
8
.
5
3'
S 74°33'59" E
18.06'S 10°53'51" W59.19'S 34°30'48" W21.17'S
0
2°17'4
6"
E
7
1.9
4'
S
3
0°3
3'19" E7
3.7
3'N 21°32'29" E107.96'S 71°52'12" E
31.85'S 15°59'23" W20.69'S 40°44'18" ES 30°25'36" W264.74'24" RCPTTT
15" RCP
15" RCP
15" RCP
15" RCP GRAVEL15" R
C
P
CONC19' PAVED
NC 274
19' PAVED
NC 274
W OODS
EXISTING R/W
EXISTING R/W
EX
I
ST
IN
G
R
/
WEX
I
ST
IN
G
R
/
W
N A D 83/95
N C G R ID
DEBORAH M. WRAYROBERT HUGH WRAY AND WI
FE, DB
4
1
4
5 PG
1
3
9
6
S

4
7
°3
2'
4
6
" E
2
8
.
5
3'
S
3
1°0
8'4
4" E7
6.5
0'
S
54°08
'44" E
84
.00
'S 71°58'27" E
317.41'
S 73°46'24" E
136.85'
S 73°46'24" E
62.98'S 72°58'45" E
48.09'
S 72°58'45" E
106.91'
306.00'S 26°13'36" W272.91'S
0
5
°
4
4'
3
8
" W2
5
9.
0
6'
4SBW
4SBW N 41°16'52" E104.75'N 26°11'52" E659.14'30.00'30.00'TT
T
TT
DEBBIE W RAY
ROBERT H. W RAY AND W IFE
DB 2804 PG 694
DEBBIE W RAY
ROBERT H. W RAY AND W IFE
DB 2804 PG 694
W ESLEY CRAIGE DAM ERON
SARAH KATHRYN DAM ERON
VICKIE D. DAM ERON
ERNEST LEE DAM ERON JR.
DB 4673 PG 144
SARAH KATHRYN DAM ERON M ORGAN
DB 4890 PG 1259
S
S
S
1SBKD
LAWN
BL-16
ERNEST LEE DAM ERON JR. & HAROLD DAM ERON W /HEIRS
W B 10E PG 830
CULTIVATED
SHARON D. CARPENTER
DB 1084 PG 881
1SBKD
S
S
ANTHONY W . GREEN, JR.
DB 4878 PG 1437
ERNEST LEE DAM ERON JR. & HAROLD DAM ERON W /HEIRS
W B 10E PG 830
#4 REBAR
BL-15
BM #2
W ESLEY CRAIGE DAM ERON
SARAH KATHRYN DAM ERON
VICKIE D. DAM ERON
ERNEST LEE DAM ERON JR.
DB 4673 PG 144
BL-31
CULTIVATED
EIPEIP
EIP
EIP
EIP
EIP
EIP
40.00'
40.00'
+20.00
+35.08
40.00'
+35.08
+60
150'
185'
+50
215'
+00
214'
+48
40.0', 60.0'
+70.8
104.1'
+00.00
65.00'+50.00
55.00'
+00.00
55.00', 63.00'
+17.00
55.00', 63.00'+09.00
55.00', 67.00'
+26.00
55.00', 67.00'
+00.00
55.00', 63.00'
+19.00
55.00', 63.00'
+49.17
55.00'
55.00'
+73.57
+24.98
83.43'
108'
40'
+80
+59.61
40'
+13
117'
+90.85
9
8
8
6
10
1 1
6
DRIVE
PROP CONC
GRADE TO MATCH ADJACENT CONTOURS
REMOVE EXISTING PAVEMENT AND ROADBED
PROJECT COMPLETION
ABANDON EXISTING R/W UPON
SEE SHEET 2B-5
***DRIVE 5***
GRADE TO DRAIN
TT
T
TT
PI Sta 44+08.55
D
L = 742.77'
T = 373.48'
R = 2,864.79'3540-L- PC 40+35.0815"
507
602
C
C
G RADE TO DRAIN
2:12:1
D
( Not to Scale)
STAN DARD 'V' DITCH
FRO M STA. 43+00 TO STA. 42+75 -L- (RT)
M in. D= 1 Ft.
DETAIL 8
Ground
Natural
G round
Natural
C
C
C
DDE EST 15 CYFF F F
F F F F
F
F
F
F
FF
F
FF
F
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C
CCCCC
C
C
F
C
C
C
C
C
C
C
C
F
C
C Proposed Ditch
O F 18" RCP
REM O VE 48'
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
--R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .
7
25-SEP-2018 08:36R:\Roadway\Proj\W-5601R_Rdy_psh_7.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
MATCH LINE -L- STA 46+50SEE SHEET 6MATCH LINE -L- STA 58+00SEE SHEET 8W-5601R
FO R -L- PRO FILE, SEE SHEET N O . 11 & 12
EIP
N 80°19'23" W
181.04'S 35°48'36" E276.16'
N 67°55'15" W
23.68'
S
3
0°3
3'19" E7
3.7
3'N 21°32'29" E107.96'S 71°52'12" E
31.85'S 15°59'23" W20.69'S 40°44'18" E14.83'
N 80°41'16" E
49.37'
S

4
6
°0
0'
1
9" E3
1.
8
0'N 44°08'02" E29.24'S 67°41'44" E
46.79'S 16°29'11" E
59.70'S 6 1 °3 6 '4 4 " W4 7 .8 6 'S 07°57'54" E
34.66'S 88°38'47" E
58.62'
N 19°58'38" W
35.48'S 76°30'29" E
81.26'S 29°59'14" W43.80'S 44°24'58"
E117.29'N 66°53'06" E
22.68'S 23°22'44" E
52.51'
S 63°52'31" E
41.30'S 14°26'54" W13.08'S 30°14'34" W18.96'S 23°24'47" E
34.46'
S 72°01'28" W
WB 10E PG 830
ERNEST LEE DAM ERON JR. & HAROLD DAM ERON W /HEIRS
18" RCPT
NC 274
19' PAVED W OODS
CULTIVATED
EXISTING R/W
EXISTING R/W
N A D 83/95
N C G R ID
N 23°31'43" E298.45'30.00'T
W OODS
BL-13
BL-12ERNEST LEE DAM ERON JR. & HAROLD DAM ERON W /HEIRS
WB 10E PG 830
ERNEST LEE DAM ERON JR. & HAROLD DAM ERON W /HEIRS
W B 10E PG 830
WOODS
W OODS
EIP
-E
L
-40.00'
40.00'
40.00'
+77.84
+72.48
+72.48
40.00'
+77.84
205'
+00 +00
167'+50
156'
+00
210'
+00
225'
+00
190'
+75
40'
+41.00
55.00', 63.00'
+57.00
55.00', 63.00'
+72.48
55.00'
6
6
6
GRADE TO MATCH ADJACENT CONTOURS
REMOVE EXISTING PAVEMENT AND ROADBED
PROJECT COMPLETION
ABANDON EXISTING R/W UPON
GREU TL-2
GREU TL-2
PROP SBR
GRADE TO DRAIN
T
PI Sta 56+29.87
D
L = 513.40'
T = 257.39'
R = 2,864.79'5055PI Sta 44+08.55
D
L = 742.77'
T = 373.48'
R = 2,864.79'-L- PT 47+77.84-L- PC 53+72.48701
702
FALSE SUM P
L
S
10:1 20:1
( Not to Scale)
FALSE SUM P
Traffic Flow
O utside Ditch 1.0' Max0.5' Min.S=Ditch Slope
DETAIL "4"
@ STA. 50+98 -L- (LT)
2GI
CL B RIP RAP
702A18" RCP-IV 15" 701A
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FFFFF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C C
C C
CCCC
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .
8
25-SEP-2018 08:37R:\Roadway\Proj\W5601R_Rdy_psh_8.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
W-5601R
MATCH LINE -L- STA 58+00SEE SHEET 7FO R -L- PRO FILE, SEE SHEET N O . 1260-L- PT 58+85.88-L- POT 62+64.02-L- POT 62+00.00END CONSTRUCTIONT
EIPS 52°11'30" WN 51°30'02" E465.62'S
4
9
°15'4
9
" E2
0
6
.7
2'N 27°31'36" W207.85'153.27'T19' PAVED
NC 274
NC 274
19' PAVED
EXISTING R/W
EXISTING R/W
N A D 83/95
N C G R ID
30.00'T
CULTIVATED
CULTIVATED
DB 4983 PG 546
ELIZABETH LEANNE KING
DEW EESE M ARK M cCORD AND W IFE
EIP
ELAINE D. ANDERESON
DB 4746 PG 599
BL-10
M A014R-2
BL-11
ERNEST LEE DAM ERON JR. & HAROLD DAM ERON W /HEIRS
DB 3787 PG 547
LEE ERNEST DAM ERON JR. & HAROLD DAM ERON W /HEIRS
W B 10E PG 830
40.00'
40.00'
+85.88
+85.88
+50.00
+50.00
14.68',40.00'
15,32', 40.00'
+85.88
55.00'
+50.00
40.00', 55.00'
+00
+50
40'
+00
40',15.2'
40',14.8'
70' TAPER+80.0024.0'19.0'
TO ENSURE PROPER TIE IN
FROM STA 61+50 to 62+00
MILL 1.5" AND RESURFACE
6
6
F
F F F
F
F
FF
C C C C
CCCC
750
760
770
780
790
800
810
750
760
770
780
790
800
810
820
830
840
750
760
770
780
790
800
810
820
830
840
10 11 12 13 14 15 16 17 18 19 20 21 22
750
760
770
780
790
800
810
820
830
840
PI = 13+00.00
EL = 777.74'777.81PI = 14+00.00
EL = 777.35'
VC = 150'
K = 218
PI = 17+00.00
EL = 774.11'
VC = 200'
K = 94
PI = 19+00.00
EL = 776.19'
VC = 200'
K = 118
PI = 22+00.00
EL = 784.38'
VC = 200'
K = 704
777.97(+)2.45%
(+)2.73%
(+)2.73%
(+)1.04%
(+)1.04%(-)1.08%
(-)1.08%(-)0.39%(-)0.07%
24 25 26 27 28 29 30 31 32 33 34 35 36
PI = 34+00.00
EL = 813.73'
VC = 200'
K = 666
18" CSP
(+)2.75%
(+)2.45%
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
23
23 37
36" RCP-IV
DITCH GRADE LEFT
DITCH GRADE RT
DITCH GRADE LEFT
DITCH GRADE RT
ELEV. 766.25
-L- STA 13+00
DITCH GRADE LT
0.36 %3.40 %
0.64 %
ELEV. 766.79
-L- STA 14+50
DITCH GRADE LT
ELEV. 768.49
-L- STA 15+00
DITCH GRADE LT
ELEV. 764.34
-L- STA 14+50
DITCH GRADE RT
ELEV. 764.98
-L- STA 15+50
DITCH GRADE RT
1.26 %
ELEV. 771.01
-L- STA 17+00
DITCH GRADE LT
ELEV. 772.27
-L- STA 18+00
DITCH GRADE LT
3.40 %
4.32 %
2.48 %
2.32 %
3.60 %
4.00 %
5.00 %
4.54 %
5.24 %
0.88 %1.24 %
ELEV. 785.11
-L- STA 27+00
DITCH GRADE RT
ELEV. 788.00
-L- STA 27+50
DITCH GRADE RT ELEV. 791.13
-L- STA 28+00
DITCH GRADE RT
5.78 %
6.26 %
ELEV. 785.55
-L- STA 27+50
DITCH GRADE LT
ELEV. 785.55
-L- STA 27+50
DITCH GRADE LT
ELEV. 786.61
-L- STA 28+50
DITCH GRADE LT
ELEV. 789.23
-L- STA 29+00
DITCH GRADE LT
ELEV. 791.50
-L- STA 29+50
DITCH GRADE LT
ELEV. 794.00
-L- STA 30+00
DITCH GRADE LT5/28/99SHEET N O .PRO JECT REFERENCE N O .
HYDRAULICSROADWAY DESIGN
ENG IN EER ENG IN EER
9W-5601 R
25-SEP-2018 08:38R:\Roadway\Proj\W-5601R_Rdy_pfl_psh_9.dgn$$$$USERNAME$$$$ELEV. 796.00
-L- STA 30+50
DITCH GRADE LT
ELEV. 803.20
-L- STA 32+50
DITCH GRADE LT
ELEV. 804.36
-L- STA 33+00
DITCH GRADE LT
ELEV. 805.60
-L- STA 33+50
DITCH GRADE LT
ELEV. 807.76
-L- STA 34+00
DITCH GRADE LT
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
-L-
-L-
810
820
830
840
850
860
870
880
890
900
38 39 40 41 42 43 44 45 46 47 48 49 50
PI = 39+00.00
EL = 827.46'
VC = 200'
K = 208
DITCH GRADE LEFT
DITCH GRADE RT
(+)2.75%
(+)3.71%
37
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
51
810
820
830
840
850
860
870
850
860
870
880
890
900
PI = 56+00.00
EL = 890.49'
VC = 400'
K = 159
PI = 59+00.00
EL = 894.06'895.25896.44(+)3.71%
(+)1.19%
(+)1.19%
52 53 54 55 56 57 58 59 60 61 62
18" RCP-IV
51
800
890
900
3.40 %
2.40 %2.56 %1.56 %
7.54 %
6.02 %
ELEV. 836.50
-L- STA 42+00
DITCH GRADE LT
ELEV. 833.49
-L- STA 41+50
DITCH GRADE LT
ELEV. 829.72
-L- STA 41+00
DITCH GRADE LT
ELEV. 828.94
-L- STA 40+50
DITCH GRADE LT
ELEV. 826.46
-L- STA 39+50
DITCH GRADE LT
ELEV. 827.66
-L- STA 40+00
DITCH GRADE LT
800
810
PI = 10+80.03
EL = 807.82'
PI = 11+25.00
EL = 806.03'
(-)0.35%(-)3
.97%
(
-
)4
.85%
VC = 68.70'
VC = 16.77'10+12.00 808.0611+50.00 804.8210 11 12
810
-Y-
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED5/28/99SHEET N O .PRO JECT REFERENCE N O .
HYDRAULICSROADWAY DESIGN
ENG IN EER ENG IN EER
10W-5601 R
25-SEP-2018 08:39R:\Roadway\Proj\W-5601R_Rdy_pfl_psh_10.dgn$$$$USERNAME$$$$D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
-L-