20190123 Ver 1_R-5812 Roadway Right-of-Way Plans 2018-11-16_20190128

VICINITY MAP
(NOT TO SCALE)
PROJECT
BEGIN PROJECT
END
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
0
00
CONTRACT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NANCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_TSH.dgnDWAINWRI11/21/2018NCDOT_pdf_color_eng_50.plt11:33:48 AMNCDOT_pshpfl.tblPENTABLE:TIME:DATE:PLOT DRIVER:USER:FILE:DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
50 25 50 100
50 25 50 100
10 5 10 20
Prepared by the Office of:
2040
DUAL 5%)
STATEWIDE TIER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
N.C.
SHEET
1
N/A P.E.
TOTAL
SHEETS
TIP PROJECT:09/08/99See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Symbols
0.000 MILES
NCDOT CONTACT
K
R-5812
R-5812TYPE OF WORK:
LOCATION:
2018 STANDARD SPECIFICATIONS
258 GREENE COUNTY
GRADING, PAVING, DRAINAGE, SIGNALS
2019 12,750
17,300
60
(* TTST 7% +
12
55
8

MINOR ARTERIAL
DOMINIC WAINWRIGHT, PE
T. NATHAN BEDENBAUGH, PE
1247
1255
1421
1162
1155
1154
1422
1173 1174
1172
1104
1104
1254
1400
I
N
D
UST
RI
AL D
R
W GREENE STNW SECOND STSE SECOND STW HARPER ST
F
OUR WAY RDH
U
N
TER
S TR
C
ESE FOURTH STHW Y 13 BYPASS
S
E THI
RD STK
INGOLD
BLVD
SE SECOND STB
E
A
M
A
N
O
L
D
C
R
E
E
K
R
D
DRPARKWOODD
R
P
R
OFESSI
O
N
AL
RD
G REEN RIDGE
Snow Hill
Hill View
13
91
13
58
58
HULL RD258HULL RD903
1255
1421
1444
C
ontentnea
Creek
5813
KI
NGOL
D
B
L
VDCity Limits City LimitsCity Limits
Cit
y Li
mit
sCit
y Li
mit
s
City Limits
NO. 20
BRIDGE TO
S
NOW HI
LLTO GOLDSBOROTO SNOW HILLT
O S
N
O
W
HILL
4
5 6
7
8
-L- STA. 45+44±
TIE TO EXISTING BRIDGE -L- STA. 48+85±
TIE TO EXISTING BRIDGE
CREEK
CONTENTNEA
1.137 MILES
1.137 MILES
LENGTH ROADWAY TIP PROJECT R-5812 =
LENGTH STRUCTURE TIP PROJECT R-5812 =
TOTAL LENGTH TIP PROJECT R-5812 =
TO FARMVILLETO WALSTONBURG-L- STA. 10+36.85
BEGIN TIP PROJECT R-5812
-L- STA. 73+83.06
END TIP PROJECT R-5812
-Y1- STA. 17+50.00
END CONSTRUCTION
46981.1.1
JUNE 18, 2019
City Limits
US 13 BYPASS FROM NC 58 (KINGOLD BOULEVARD) TO NC 91
APPROACH SLABS
DO NOT DISTURB
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
A PORTION OF THIS PROJECT IS WITHIN THE TOWN OF SNOW HILL.
-L- STA. 10+06.12
BEGIN CONSTRUCTION 25% APPROVED PLANSCASEY WHITLEY, PE
NOVEMBER 16, 2018
46981.2.1 N/A

R/ W & UTILITIES
PROPOSED TRAFFIC SIGNAL UPGRADERIGHT-OF-WAY PLANS(MLK JR. PKWY)
US 13 BYPASS
(KI
NGOLD BLVD)NC
5
8 NC 91US 258(KI
NGOLD BLVD)NC 58/ US 13(NW
S
E
COND
S
T)
S
R 1255
-L-
-Y1--Y1SPUR--L-PARKWOOD DRINDUSTRIAL DRPROFESSIONAL DRPROFESSIONAL DRTOWN LI
MI
TS
TOWN LIMITS
TOWN LIMITS
(HARPER
ST)
NC
903
(HULL RD)SR 1104 NAD 83/NA 2011
PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_TSH.dgnUSER:DWAINWRIDATE:11/21/2018NCDOT_pdf_color_eng_50.pltPLOT DRIVER:11:33:47 AMTIME:NCDOT_pshpfl.tblExisting Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
C
F
Existing Easement Line
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I
]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
W
W
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
*S.U.E. = Subsurface Utility Engineering
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
SHEET NO.PROJECT REFERENCE NO.
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 JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
C
A
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
New Right of Way Line
Concrete or Granite R/W Marker
New Right of Way Line with
Concrete C/A Marker
New Control of Access Line with
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement12/2/2016Computed Property Corner
RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
1BR-5812
S
DI 12
" CM
P
CI
8" CMP
8" CMP
8" CMP
CI
8" CMP
8" CMP CI
8" CMP8" CMP
CB
8" CM
P8" CMP
CICI
CI
CI
CI
CI
CI
WITH
RIP
RAP
NOT
FOUND
OUTFALL
PIPE
COVERED
(NOTE)
8" C
MPCI
24" RCP
24" RCP
INV
OUT=61
.35'INV
IN=62
.58'CB
CB
CB
CB15" RCPDI
24" RCP
24" RCP
24" CMP
18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
24" RCP
24" RCP
15" RCP24" RCP
18" CMP
12" CMP
CB
CB
18" RCP
TOP=64
.44'
24" RCP
INV=105
.03'CBTRENCH DRAINDIJBPOSSIBLE18" RCPINV=63
.93'DI15" RCP
15" RCPCBDI
CB
CB6" TCFOOT
BRIDGE
WOODEN
15" RCP
END
UNKNOWN
15" CMP
54" RCPCI
CB
LOG
CAB
IN
1 S
APARTMENT1SBKCANOPYMTLBK
BUS
1 S
CONCCONCCONC(END
NOT
FOUND)BSTBSTBSTBSTBSTBST1 S MTL BUS48" CONC SI
DE WALK60" CONC SI
DE WALK48" CONC SI
DE WALK48" CONC SI
DE WALK60" CONC SI
DE WALK60" CONC SI
DE WALK60" CONC SI
DE WALK60" CONC SI
DE WALK32'
BST32'
BST24'
BST42' BST32' BST32' BST
26' BST
33' BST
27' BSTBSTINV=82
.29'
TO
ROOF
DRAIN
)(NO
INV
CONNECTS
RCP
18"
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
C
O
N
C
CONC
CONC
CONC
CONC
CONC
CONC
SI
DE WALK48" CONCFES
CMP
18"
54" RCP
WOODS
WOODS
WOODS
WOODS
WOODS
WO
O
DS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODSWOODSWOODS
WOODSCONC
CONC
8" CMP28' PAVED ROADWAYPROFESSIONAL DR. BST24" R
C
PPAVED ROADWAYPROFESSIONAL DR. 28' 26' PAVED ROADWAYINDUSTRIAL DR. 8
" HDP
E28' PAVED ROADWAYPARKWOOD DR. WOODS
28' PAVED ROADWAYJORDAN AVE
15" RCP
FES
BSTBSTCONC
HW
CONC
HW
CONC
HW
TO SNO
W
HILLTO GOLDSBOROUS 13 & NC 58
(KI
NGOLD BLVD.
) TO SNOW HI
LLN
W 2
N
D ST.
US
13
BYPASS
(M
.L
.K
. JR
. PKWY
) BY1-1GPS-1BY1-2(RANDOLPH 1976)BY1-3BL
-1
TBM
-A
BL
-2
BL
-3
BY2-1
BL
-5
BL
-4
(MARK
1976
)-
E
Y2--EL
-NC GRID
NAD 83 NA 2011
-EY1-PCPCPOTPOTPCPTS 52°10'26.2" E134.43S 60°09'26.1" E336.00N
53
°32'25
.7
" E4075
.77 MATCH SHEET 1C-2MATCH SHEET 1C-2SEE SHEET 1C-3
FOR FURTHER

ALIGNMENT DETAILS
SHEET NO.PROJECT REFERENCE NO.6/2/9909-JAN-2018 08:17Z:\CAD\2017\170124A_NCDOT_R5812_CON-SUE_Greene\DELIVERABLES\redlined-resent\R5812_ls_1c.dgnrpoythress AT TKEENY-PCLocation and Surveys
W/ EXISTING CENTERLINE ALIGNMENTS PRIOR TO CONSTRUCTION
NOTES:
IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
1. IF FURTHER INFORMATION REGARDING PROJECT CONTROL
2. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM.
SURVEY CONTROL SHEET R-5812
R-5812 1C-1
POT=POC
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
USGS FOR MONUMENT "MASSEY 1976"
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 625449.400(ft) EASTING: 2395652.600(ft)
ELEVATION: 49.764(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999882453
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"MASSEY 1976" TO -L- STATION IS

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
DI48" RCP48" RCP
CB
5
4
" RCP24" RCPS
8" CMP
8" CMP
18" RCP
FES
FES
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
8" CMP
8" CMP
8" CMP
8" CMP
8" CMP
8" CMP
8" CMP
8" CMP
8" CMP
8" CMP
8" CMP
8" CMP
CIINVERT ONLY
C
I DESTROYED
(NOTE)
PIPE
NOT
FOUND
WITH
RIP
RAP
OUTFALL
PIPE
OUTLET
COVERED
(NOTE)
I
NV=3
7.
7
3'
INV=37.57'
24" RCP
CO
N
C
GARAGE
MTL
HW
CONC
CONC CONC
CONC
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
15" RCP
INV=41.24'24" RCPUS 13 BYPASS (M.L.K. JR. PKWY)US 258 TO SNOW HILLNC 91 TO FARMVILLETO WALSTONBURGW/ EXISTING CENTERLINE ALIGNMENTS PRIOR TO CONSTRUCTION
SURVEY CONTROL SHEET R-5812
BL
-6
BL-7
(MASSEY 1976)
BL-8
TBM-B
GPS-2
-EL-
NC GRID
NAD 83 NA 2011
PCPTPCPTPCPTPCPTPTN
51°27'33
.6
" E
21
.67
N 42°21'03.8" E
1237.66
-EL-N 42°21'03.8" E109.56110.50MATCH SHEET 1C-1MATCH SHEET 1C-1-EY3--EY4-SEE SHEET 1C-3
FOR FURTHER

ALIGNMENT DETAILS
SHEET NO.PROJECT REFERENCE NO.6/2/9929-DEC-2017 09:39Z:\CAD\2017\170124A_NCDOT_R5812_CON-SUE_Greene\DGN\WORK\ALIGNMENT-R5812\WORK_LS_1c.dgnrpoythress AT TKEENY-PCLocation and Surveys
W/ EXISTING CENTERLINE ALIGNMENTS PRIOR TO CONSTRUCTION
NOTES:
IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
1. IF FURTHER INFORMATION REGARDING PROJECT CONTROL
2. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM.
SURVEY CONTROL SHEET R-5812
R-5812 1C-2
BASELINE
SHEET NO.PROJECT REFERENCE NO.6/2/9929-DEC-2017 09:45Z:\CAD\2017\170124A_NCDOT_R5812_CON-SUE_Greene\DGN\WORK\ALIGNMENT-R5812\WORK_LS_1c.dgnrpoythress AT TKEENY-PCLocation and Surveys
W/ EXISTING CENTERLINE ALIGNMENTS PRIOR TO CONSTRUCTION
NOTES:
IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
1. IF FURTHER INFORMATION REGARDING PROJECT CONTROL
2. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM.
SURVEY CONTROL SHEET R-5812
1C-3
21 BY2-1 623850.1443 2394273.5770 47.21
A3 BL-3 623543.2929 2393199.7040 49.47
------------ ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION
BY2
32 GPS-2 626227.8181 2396380.0997 49.36
8 BL-8 (MASSEY 1976) 625449.4000 2395652.6000 49.76
7 BL-7 624999.1964 2395192.3040 50.56
6 BL-6 624595.3174 2394690.2520 51.08
5 BL-5 624297.5924 2394287.5398 51.56
4 BL-4 (MARK 1976) 623896.9638 2393773.1536 51.28
3 BL-3 623543.2929 2393199.7040 49.47
2 BL-2 623104.3234 2392700.7282 63.19
1 BL-1 622674.9568 2392098.6669 87.37
31 GPS-1 622206.8114 2391542.6023 110.08
------------ ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION
BL
13 BY1-3 (RANDOLPH 1976) 621573.0944 2392616.5031 93.22
12 BY1-2 621842.9871 2392047.0551 99.03
A31 GPS-1 622206.8114 2391542.6023 110.08
11 BY1-1 622580.7816 2390984.9626 109.60
------------ ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION
BY1
****************************************
TBM-A CHISELED "X" BONNET BOLT FIRE HYDRANT
N 623039 E 2392722
100 ELEVATION = 68.38
****************************************
****************************************
TBM-B CHISELED "X" BONNET BOLT FIRE HYDRANT
N 626011 E 2396047
101 ELEVATION = 45.48
****************************************
R-5812
SHEET NO.PROJECT REFERENCE NO.6/2/9929-DEC-2017 09:42Z:\CAD\2017\170124A_NCDOT_R5812_CON-SUE_Greene\DGN\WORK\ALIGNMENT-R5812\WORK_LS_1c.dgnrpoythress AT TKEENY-PCLocation and Surveys
W/ EXISTING CENTERLINE ALIGNMENTS PRIOR TO CONSTRUCTION
NOTES:
IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
1. IF FURTHER INFORMATION REGARDING PROJECT CONTROL
2. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM.
1C-4
EL
POINT N E BEARING DIST DELTA D L T R
POT 622222.573 2391445.078
LINE N 53°32'25.7" E 4075.77
PC 624644.617 2394723.125
CURVE N 52°29'59.7" E 236.09 02°04'52.1"(LT)00°52'53.3"236.10 118.06 6499.99
PT 624788.337 2394910.424
LINE N 51°27'33.6" E 21.67
PC 624801.842 2394927.376
CURVE N 46°54'18.7" E 893.21 09°06'29.8"(LT)01°01'07.1"894.15 448.02 5624.66
PT 625412.087 2395579.618
LINE N 42°21'03.8" E 1237.66
POT 626326.760 2396413.397
EY1
POINT N E BEARING DIST DELTA D L T R
POT 622625.285 2390882.104
LINE S 52°10'26.2" E 134.43
PC 622542.844 2390988.287
CURVE S 56°09'56.2" E 797.69 07°59'00.0"(LT)01°00'00.0"798.33 399.81 5729.58
PT 622098.696 2391650.886
LINE S 60°09'26.2" E 336.00
POT 621931.495 2391942.331
EY2
POINT N E BEARING DIST DELTA D L T R
PC 623503.622 2393178.877
CURVE N 70°42'37.4" E 1127.60 34°20'23.3"(RT)03°00'00.0"1144.66 590.10 1909.86
PT 623503.622 2393178.877
EY3
POINT N E BEARING DIST DELTA D L T R
PC 626327.064 2396204.904
CURVE S 19°59'10.8" E 61.71 06°10'24.8"(LT)10°00'00.0"61.74 30.90 572.96
PT 626269.074 2396225.995
LINE S 23°04'23.2" E 109.56
POT 626168.279 2396268.932
EY4
POINT N E BEARING DIST DELTA D L T R
POT 626168.279 2396268.932
LINE S 23°04'23.2" E 110.50
PC 626066.618 2396312.238
CURVE S 21°07'16.1" E 39.03 03°54'14.1"(RT)10°00'00.0"39.04 19.53 572.96
PT 626066.618 2396312.238
SURVEY CONTROL SHEET R-5812
R-5812
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St., Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R2 2'-6" CONCRETE CURB AND GUTTER
R3 SHOULDER BERM GUTTER
R1 5" MONOLITHIC CONCRETE ISLAND (KEYED IN)
T EARTH MATERIAL
U EXISTING PAVEMENT
2A-1 R-5812
W VAR. DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAILS)
ALL PAVEMENT SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
PRELIMINARY PAVEMENT SCHEDULE
PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, C1
D1
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D2
GREATER THAN 4" IN DEPTH.
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR
TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
E1
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
THAN 5.5" IN DEPTH.
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2
/// /// /// ///
U

Detail Showing Method of Wedging
C SURVEY L
2.5" MIN.2.5"MIN.
S 4" CONCRETE SIDEWALK
C2C1
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD IN EACH TO TWO LAYERS.
D2 D1
E2E2
NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_TYP.dgnDWAINWRI11/21/2018NCDOT_pdf_color_eng_50.plt11:33:56 AMNCDOT_pshpfl.tblPENTABLE:TIME:DATE:PLOT DRIVER:USER:FILE:1.5" MIN.
-L- STA 14+50 RT
-L- STA 15+72 LT
-L- STA 20+40 LT
-L- STA 21+32 RT
-L- STA 24+88 LT & RT
6"
6"
10'-0"4'-0"
7"
R2
2'-6" C&G
TIE TO EXISTING
2'-6" CURB AND GUTTER NOSE DOWN DETAIL EDGE OF TRAVEL -L- PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.
C2
3"MIN.3" MIN.
U
CL
GRADE
POINT
12'-0"12'-0"8'-0"
W
0.02 0.080.02
8'-0"
FDPS
0.08
C1C1
THIS LINE
GRADE TO
4'-0"
TYPICAL SECTION NO. 4
T
D1
-L- (US 13 BYPASS)
E1
D1
E1 11"11"
FDPS
4'-0"
CODE DESCRIPTION
C1 3" S9.5C
D1 4" I19.0C
T
U
W
EXISTING PAVEMENT
WEDGING
EARTH MATERIAL
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGN6/2/99NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_TYP.dgnDWAINWRI11/21/2018NCDOT_pdf_color_eng_50.plt11:33:57 AMNCDOT_pshpfl.tblPENTABLE:TIME:DATE:PLOT DRIVER:USER:FILE:DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St., Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
C2
0.020.02
PAVEMENT SCHEDULE
PRELIMINARY
S 4" CONC. SIDEWALK
2A-2 R-5812
R2
R3 CONC SBG
CONC MONOLITHIC ISLAND
CONC 2'-6" C&G
0.02 EX.
U
T
GROUND
EXISTING
5'-0"
S
EX.EX.
CL-L- (US 13 BYPASS)
TYPICAL SECTION NO. 1
-L- STA 10+06.12 TO 10+36.85
*
-L- STA 25+65.00 TO STA 45+44+/- (EX. BRIDGE)
-L- STA 48+85+/- (EX. BRIDGE) TO STA 71+24.04
E1 4" B25.0C
D2
R1
E2
VARIABLE DEPTH S9.5C
VARIABLE DEPTH I19.0C
TYPICAL SECTION NO. 3
U
CL
GRADE
POINT
12'-0"12'-0"8'-0"
W
0.02 0.080.02
8'-0"
FDPS
0.08
CUT SECTION
C1C1
THIS LINE
GRADE TO
4'-0"
T
D1
-L- (US 13 BYPASS)
14'-0"
E1
D1
E1 11"11"
FDPS
4'-0"
0.020.02
GROUND
EXISTING
GROUND
EXISTING
4:1
S
5'-0"
0.02
2'-0"
6:1
5'-0"
CUT SECTION GROUND
EXISTING
GROUND
EXISTING
4:1
4:1 S
5'-0"
0.02
2'-0"
6
:1
5'-0"18'-0"
3:1
12'-0"18'-0"12'-0"
-L- STA 14+13.50 TO STA 25+65.00
THIS LINE
GRADE TO
W
GRADE
POINT
R1
12'-0"VARIES
0'-0" T0 12'-0"
0.02
7'-0"VARIES
7'-0"
T0
0'-0"
CL-L- (US 13 BYPASS)
VARIES
12'-0" T0 21'-0"
0.02
W
0.08
8'-0"
FDPSC1
4'-0"
T
D1
E1
0.02
CUT SECTION GROUND
EXISTING
GROUND
EXISTING
4:1

4:1 S
5'-0"
0.02
2'-0"
6
:1
5'-0"18'-0"
3:1
12'-0"
11"
8'-0"
0.08
CUT SECTION
C1
D1
E1 11"
FDPS
4'-0"
0.02
GROUND
EXISTING
GROUND
EXISTING
4:1
S
5'-0"
0.02
2'-0"
6:1
5'-0"18'-0"12'-0"
TYPICAL SECTION NO. 2
-L- STA 10+36.85 TO 14+13.50
GROUND
EXISTING
GROUND
EXISTING
30'-0"
FILL SECTION
6
:1
VARIABLE
SLOPE3:1 MAX*
6:1
10'-0"6'-0"18'-0"
CUT SECTION
6
:1
SLOPES
VAR.
GROUND
EXISTING
4:13:1 MAXD1 E1
FDPS
7'-8"
10'-0"
0.04
T
R32'-4"GROUND
EXISTING3:1 MAXC1
6"
VARIES
0'-0" T0 12'-0"
2'-0"4:1
D1E1
FDPS
7'-8"
10'-0"
0.04
T
R32'-4"C1
6"
GROUND
EXISTING
0.02
CL-W_L-
4'-0"
5'-6"
-L- STA. 39+00 TO 42+50 LT.
TYPICAL SECTION NO. 4A
*
TOP
WALL
RETAINING
SHOULDER BERM GUTTER DETAIL
SEE PLANS FOR LOCATION OF SBG
U
S
E
E
X
-S
E
C
T
IO
N
S
VA
R
.

3
:1

TO

5
:1S
E
E
X
-S
E
C
T
IO
N
S
VA
R
.
3
:1
TO
4:1S
E
E
X
-S
E
C
T
IO
N
S
VA
R
.

3
:1

TO

4
:1VARIABLE DEPTH B25.0C
-L- STA. 48+85 TO 50+00 LT.
-L- STA. 42+21 TO 44+50 LT.
-L- STA. 34+50 TO 35+50 LT.
-L- STA. 30+50 TO 35+00 RT.
WITH GEOTECHNICAL ENGINEER.
STEEPER THAN 3:1 REQUIRING COORDINATION
NOTE: SEE CROSS SECTIONS FOR SLOPES
0.02
BOTTOM
WALL
RETAINING
BENCH
U
CL
GRADE
POINT
12'-0"12'-0"
W
0.020.08
12'-0"
CUT SECTION
TYPICAL SECTION NO. 7
GROUND
EXISTING
-Y1- (NW 2ND STREET)
0.02
10'-0"
FDPS
13'-0"
0.04
4:1 3:1 MAX24'-0"VARIES
0.08 0.02
4'-0"
FDPS
FILL SECTION
TYPICAL SECTION NO. 8
0.02
10'-0"
3:1 MAX
3'-0"VARIES
GROUND
EXISTING
CL-Y1SPUR- (NW 2ND STREET)
W
R1
U
4'-0"
FDPS
8'-0"12'-0"
CUT SECTION
GROUND
EXISTING
3:1 MAX
6
:1
4'-0" T0 28'-0"12'-0" MIN.
4'-0"
GRADE
POINT 0.020.02
-Y1- STA 16+53.16 TO 17+50.00
U
CL
8'-0"
0.08
6:1
10'-0"6'-0"18'-0"
CUT SECTION
C1
THIS LINE
GRADE TO
TYPICAL SECTION NO. 5
6
:1
SLOPES
VAR.
GROUND
EXISTING
4:1
-L- (US 13 BYPASS)
D1
E1 11"
FDPS
0.023:1 MAXEXISTINGVARIES
-L- STA 71+24.04 TO STA 73+83.06
0.08
C1
T
D1
E1
0.02
11"
D1
E1 11"
0.02
C1
THIS LINE
GRADE TO
U
CL
GRADE
POINT
12'-0"
W
0.02
TYPICAL SECTION NO. 6
-Y1- (NW 2ND STREET)
-Y1- STA 12+81.07 TO 16+53.16
D1 E1
FDPS
7'-8"
10'-0"
0.04
T
R32'-4"GROUND
EXISTING3:1 MAXC1
6"
2'
11"
0.04
6:1
CUT SECTION
6
:1
SLOPES
VAR.
GROUND
EXISTING
4
:13:1 MAX0.02
FILL SECTION
10'-0"6'-0"18'-0"8'-0"
FDPS
4'-0"
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGN6/2/99NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_TYP.dgnDWAINWRI11/21/2018NCDOT_pdf_color_eng_50.plt11:33:58 AMNCDOT_pshpfl.tblPENTABLE:TIME:DATE:PLOT DRIVER:USER:FILE:DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St., Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
PAVEMENT SCHEDULE
PRELIMINARY
R-5812 2A-3
CODE DESCRIPTION
C1 3" S9.5C
D1 4" I19.0C
T
U
W
EXISTING PAVEMENT
WEDGING
EARTH MATERIAL
C2
S 4" CONC. SIDEWALK
R2
R3 CONC SBG
CONC MONOLITHIC ISLAND
CONC 2'-6" C&G
E1 4" B25.0C
D2
R1
E2
VARIABLE DEPTH S9.5C
VARIABLE DEPTH I19.0C
-Y1PUR- STA 10+18.00 TO 12+20.55
6'-6"
T0
0'-0"
C2C2
EX.
PS
VARIES
4'-0"
T0
0'-0"
W
FDPS
7'-8"
10'-0"
0.04
T
R32'-4"GROUND
EXISTING3:1 MAXC1
6"
FILL SECTION
E111"
1'-0"
D1
**
-Y1- STA. 13+68 TO 16+50 RT.
WITH GEOTECHNICAL ENGINEER.
STEEPER THAN 3:1 REQUIRING COORDINATION
NOTE: SEE CROSS SECTIONS FOR SLOPES
THIS LINE
GRADE TO
THIS LINE
GRADE TO
VARIABLE DEPTH B25.0C
EXIST.EXIST.
MIN.
1.5"
6/21/00DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
COMPUTED BY:
CHECKED BY:DATE:
DATE:11/21/2018...\Roadway\Proj\R5812_RDY_SUM.dgnREVISIONSIN CUBIC YARDS
WASTEBORROWLOCATIONEXCAVATION
UNCLASSIFIED
SAY
SUMMARY OF EARTHWORK
SUBTOTAL
25,039
15,764 8,815
17,958
EMBANK.+25%
SUBTOTAL 22,768 15,102
23,039 15,322TOTAL
PROJECT TOTAL 25,039 17,103
EST. 5% TO REPLACE TOP SOIL ON BORROW PIT
0
0
0
0
0
0
SHEET NO.PROJECT REFERENCE NO.
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
3B-1
09/ 11/ 18
paid for at the contract lump sum price for "Grading."
Breaking of Existing Pavement, and Removal of Existing Pavement will be
Note: Approximate quantities only. Unclassified Excavation, Fine Grading, Clearing and Grubbing,
GRAND TOTAL
SUBTOTAL
WASTE IN LIEU OF BORROW -219-219
-L- STA. 10+36.85 TO STA. 45+44 (BEGIN BRIDGE)6,949
7,004 6,287
7,666
-Y1- STA. 15+65.00 TO STA. 17+50.00 271
271 0
-Y1SPUR- STA. 10+18.00 TO STA. 11+00.00 219 0 0 219
219 0 0 219
7,936 219
7,936
7,936
-L- STA. 48+85 (END BRIDGE) TO STA. 73+86.85
R-5812
T.N. BEDENBAUGH
717
51 220
51 220
855
D.M. WAINWRIGHT 10/26/2018
MATERIAL FOR SHOULDER CONSTRUCTION 2,0002,000
7,940 17,960
AREA AREA AREA
REMAINING REMAINING
RT.LT.
EASE.
CONST.
PERM.
DRAIN.
EASE.
TEMP.
DRAIN.
EASE.
TOTAL
ACREAGE TAKEN
PROPERTY OWNERS NAMES
NO.
RIGHT OF WAY AREA DATA
PARCEL PERM.
EASE.
UTILITY
1
4
2
PERM.
DRAINAGE /
EASE.
UTILITY
DAVID C. MADURES -
-
-
-
-
-
-
-
-
3 ----
5
6
7
JOSIAH EXUM, II
MARY H. HARRELL
CHRIS PARKER BEAMAN
BOBBY GLENN HAM
HARRISON & SHELTON, LLC
TRADE LAND COMPANY, LLC
--
-
-
-
-----
------
------
2588 SF127.38 AC
-
127.38 AC
32.69 AC 32.69 AC
9.53 AC 9.53 AC 1995 SF
239 SF2.33 AC 2.33 AC
575 SF1.63 AC 1.63 AC
2607 SF45.57 AC 45.57 AC
0.11 AC
1039 SF
525 SF -
-
0.33 AC52.70 AC 52.70 AC
DATE:PROJECT REFERENCE NO. SHEET NO.
DATE:R-5812 3B-2
STRAIGHT
SHOP
CURVED
DOUBLE
FACED
APPROACH
END
TRAILING
END
APPROACH
END
TRAILING
END
APPROACH
END
TRAILING
END XI AT-1
GREU
TL-3 M-350
TYPE
III CAT-1 B-77 IAU TL-3
Term
End
Section
GNG
-L- 26+50 39+93 RT 1375 27+50 10 13 50 1 1
-L- 40+13 45+45 RT 637.5 112.5 45+45 10 13 1
-L- 48+85 63+75 RT 1500 48+85 62+50 10 13 50 1 1 1
-L- 28+00 35+73 LT 775.00 28+00 10 13 50 1 1 1
-L- 36+10 45+45 LT 937.5 45+45 10 13 11
-L- 48+85 63+00 LT 1412.5 61+75 48+85 10 13 50 1 1 1
-L- 26+50 39+93 RT 1,373
-L- 40+12 45+44 RT 734
-L- 48+86 62+94 RT 1,413
-L- 26+82 45+43 LT 1,831
-L- 48+86 63+05 LT 1,414
6637.5 112.5
AT-1 0 @ 6.25' =0
GREU TL-3 4 @ 50' =200
TYPE III 4 @ 18.75' =75
CAT-1 2 @ 6.25' = 12.5
B-77 0 @ 22.875' =0
IAU-TL3 0 @ 21.0' =0
TOTAL 6350 112.5 442 6,765
SAY 10 ADDITIONAL GUARDRAIL POSTS
LESS ANCHOR DEDUCTIONS
TOTAL
LENGTH WARRANT POINT
SURVEY
LINE BEG. STA. END STA. LOCATION
DMW
COMPUTED BY:
CHECKED BY:
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL
TNB 8/29/18
10/26/18
REMARKS
G = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
FLARE LENGTH W ANCHORS
GUARDRAIL/GUIDERAIL SUMMARY
IMPACT
ATTENUATOR
TYPE 350TOTAL
SHOUL
WIDTH
DOUBLE
FACED
CABLE
GUIDERAIL
GUIDERAIL
ANCHOR UNITS
REMOVE
EXISTING
GUARDRAIL
"N"
DIST.
FROM
E.O.L.
TIE END GUARDRAIL TO EXIST. GUARDRAIL
TIE BEGIN GUARDRAIL TO EXIST. GUARDRAIL
RAL-CND5190H5J,3/3/2016,c:\pwworking\tpa\d0628007\R-2250_RDY_ROWParcels.xls
PROJ. REFERENCE NO. SHEET NO.
R-5812 3P-1
PARCEL INDEX SHEET
PARCEL No. SHEET No. PROPERTY OWNER NAME PARCEL No. SHEET No. PROPERTY OWNER NAME
1 5, 6 David C. Madures
2 5, 6 Josiah Exum, II
3 6 Mary H. Harrell
4 6, 7, 8 Chris Parker Beaman
5 8 Bobby Glenn Ham
6 8 Harrison & Shelton, LLC
7 8 Trade Land Company, LLC
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
S15" RCPDI
24" RCP
24" RCP24" CMP18" RCP18" RCP
18" RCP
18" RCP
18" RCP
24" RCP
24" RCP
24" RCP
LOW WIRE=127.69'12" RCPCBTRENCH DRAI
NDI
15" RCP
1
5
" RCPTOP=110.94'CBDI
CB
CB6" TCEND UNKNOWN15" RCP
END UNKNOWN 8" TCP8" PVC8" PVC4" PVC
4" PVC
8" PVCCB
1
0
" TCP8
" TCPSGATE7
2
" CHL W/
3
SBW7
2
" CHL W/
3
SBWGATEGATEGATE7
2
" CHL W/
3
SBW7
2
" CHL W/
3
S
BWGR
S
SARBOR S
SI
GNMT
L
SI
GNMT
L
POLE
FLAG
SCANOPYMTLVENTS2-GASBK BUS
1 S
SBKLTLTLTLT
LTLTLTLTLTLTBSTBSTBSTBSTBST1 S MTL BUS30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G3
0
" C&G3
0
" C&G3
0
" C&G3
0
" C&G3
0
" C&G3
0
" C&G4
8
" CONC
S
I
DE WALK6
0
" CONC
S
I
DE WALK4
8
" CONC
S
I
DE WALK6
0
" CONC SI
DE WALK6
0
" CONC SI
DE WALK60" CONC SI
DE WALK6
0
" CONC SI
DE WALK30" C&G30" C&G30" C&G30" C&G24" C&G
3' PAVED SHOULDER
3' PAVED SHOULDER
3' PAVED SHOULDER
3' PAVED SHOULDER
3' PAVED SHOULDER
7' PAVED SHOULDER32' BST32' BST24' BST42' BST26' BST 33' BSTTO GOLDSBOROCONC ISLCONC
I
SL6" CURB6" CURB6" CURBVINYL48"
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONCCONC CONC CONC CONC CONC CONC FES
2
4
" C&GWOODS
WOODSBY1-1GPS-
1
BL-1 18" CMPPAVED ROADWAYPROFESSIONAL DR. 28' 26' PAVED ROADWAYINDUSTRIAL DR. 8"
H
D
P
E28' PAVED ROADWAYPARKWOOD DR. WOODS
15" RCP
40' PAVED ROADWAY
SR 1104 HULL RD.
FES
CONC
LTUS 13 & NC 58
(KI
NGOLD BLVD.
) 40' PAVED ROADWAYUS
1
3 & NC
5
8 (KI
NGOLD BLVD.)
4
0'
P
AVED ROADWAYUS 13 BYPASS (M.L.K. JR. PKWY) 25' PAVED ROADWAYSTSSSSS
STTCTTT
S
CHHHHHH HH
THHHH HH6" PVC1
0
" UNKNOWN10" UNKNOWN4" PVC
6" UNKNOWN
10" PV
C
6" UNKNOWN10" PVC2" PLASTI
C4" PLASTIC2" PLASTIC
UNKNOWN
10" PVC
10" UNKNOWN
UNKNOWNUNKNOWNUNKNOWN
6
" UNKNOWN10" UNKNOWN4" PVC
4" PVC
10" PVC
10" UNKNOWN
6" UNKNOWN6" UNKNOWN
CONDUIT
CONDUITCONDUITENDS UNKNOWN
CONDUIT
CONC HW
CONC HW CONC HW
GREENE COUNTY BOARD OF EDUCATION
DB 367 PG 161
PB 5 PG 36
ROBERT E. McAUTHUR, ET UX
DB 436 PG 359
PB 23 PG 45
ROBERT BIZZELL, ET UX
DB 573 PG 452
PB 23 PG 45
DB 714 PG 796
DB 398 PG 291
PB 16 PG 28
GREENE COUNTY GOVERMENT
YAMCO, LLC
DB 609 PG 766
PB 10 PG 43
GREENE COUNTY HEALTH CARE, INC.
DB 473 PG 577
PB 23 PG 88
N 23°56'40" E
244.40'
N 53°30'44" E
148.93'
EIP
ECM
EIP
EIP
EIPEIPEIP
EIP EIP EIP
DB 367 PG 79
PB 22 PG 270
S 40°28'25" E150.62'
N 23°56'40" E
99.26'0.11' EIP TO R/W0.17' EIP TO R/W0.18' EIP TO R/W0.06' EIP TO R/W
0.03' EIP TO R/W200.00'EXISTING R/W
EXISTING R/W
EXI
S
TI
NG R/WEXI
S
TI
NG R/WEXI
STI
NG R/W125'X110'125'X110'TOWNSEND RIDGE PROPERTI
ES, LLC60.00'EXI
STI
NG R/WEXI
STI
NG R/WN
6
6°0
6'4
9" W13
4.8
8'
S 65°22'31" W
22.58'
50.00'
60.00'EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W5
0.0
0'
EXISTING R/W
EXISTING R/W
30' CP&L POWER LINE EASEMENT
N 36°39'50" W131.04'24" C&G
24" C&G 32' BST
PCMH MANAGEMENT, INC D/B/A
CONC
BST
C&G
30"
6" CURB
C&G
30"
R/WEXISTING
BST
NAD 83/ 201115
20
-L- POT Sta. 10+00.00
02020202CR
CR
CR CR
CR CR
CR CR
CRCR
-L- POT Sta. 10+06.12
BEGIN CONSTRUCTION
-L- POT Sta. 10+36.85
BEGIN TIP PROJECT R-5812
-L-02020202+74
2'-6" C&G
TIE TO EXISTING
CR
CR
CR CR
CR CR
CR CR
CRCR
+00
2'-6" C&G
TIE TO EXISTING
-L- POT Sta. 10+06.12
BEGIN CONSTRUCTION
-L- POT Sta. 10+36.85
BEGIN TIP PROJECT R-5812
BEGIN 2'-6" C&G
END 2'-6" C&G
BEGIN 2'-6" C&G
END 2'-6" C&G
END 2'-6" C&G
BEGIN 2'-6" C&G
BEGIN 2'-6" C&G
C&G
END 2'-6"12'14'12'PROP. 5' SIDEWALK
PROP. 5' SIDEWALK
30'R
30'R
230' FULL STORAGE
7'143' TAPER 12'14'12'12'12'21'+147'R
28'
27'
27'4'4'4'4'PROP. 5' SIDEWALK
PROP. 5' SIDEWALK
43'R
43'R
30'R
25'R 25'R
25'R 30'R
30'R
40'R
40'R
33'28'32'
MONOLITHIC ISLAND
10'10'10'10'10'10'10'10'2GI
RCP-III
24"
CB-E
CB-E
CB-E
0403
0412 0404
0413
0406 0414
RETAIN
RETAIN
RETAIN
RETAIN
0401
0408 CB-E 0402
0409
0410
CB-E
CB-E
24" RCP-III RCP-III
24"
24" RCP-III 24" RCP-III
24" RCP-III
R
E
T
AI
N
24" RCP-III
2GI(A)
2GI(A)2GI(A)
2GI(A)
0405 2GI(A)
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
RETAIN
18" RCP-III
18" RCP-III
RETAIN
RCP-III
24"
REMOVE RETAIN CHANNEL
REMOVE CONCRETE
2GI(A)
0416
0415
w/MH
JB
FS
24" RCP-III
REMOVE
CB
REMOVE
RCP-III
24"
TIE TO STR. 0415
EXIST. 18" CMP
REMOVE 50 LFFLOW LINE
PROPOSED DITCH
TIE OUTLET TO
EXIST. 8" HDPE
REMOVE 7.5 LF
RCP-III
24"
W/ ELBOWS
24" CSP
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_PSH04.dgnUSER:DWAINWRIDATE:11/21/2018NCDOT_pdf_color_eng_50.pltPLOT DRIVER:11:34:15 AMTIME:NCDOT_pshpfl.tbl R-5812
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
4
MATCHLINE -L- STA. 22+00, SEE SHEET 5SEE SHEET NO 9 FOR -L- PROFILE
DRIVEWAY RADII 50' UNLESS OTHERWISE NOTED

2040
2019
1
1
1
1
AADT YEAR (VOLUME IN 100s)
173
127
161
118
NC 58
NC 58
(-L-)
BY-PASS
US 13
259
191
135
99
37
271
1DRIVE
COMMERCIAL
C
FFFF
FF
F
F F F F F F FF FCCCCC C
C
C
CCCC
C
C
8" CMP
CB
8
" CM
P
8" CMP
C
ICICI
CI
WITH RIP RAP NOT FOUND
OUTFALL PIPE COVERED
(NOTE)
24" RCP
24" RCP CB
CB
CB
CB 15" RCP24" RCP 18" CMP
12" CMP
CBCB
18" RCP
24" RCP
15" CMP
5
4
" R
C
P
MTL
MTL
MTL
MTL
MTL
8" P
VC
8" PVC
8" PVC
8" PVC8" PVC
8" P
VC
8" PVC
2-PILES OF TELEPHONE POLES
S30" C&G30" C&G30" C&G
8' PAVED SHOULDER
4' PAVED SHOULDER
8' PAVED SHOULDER
7' PAVED SHOULDER
3' PAVED SHOULDER
3' PAVED SHOULDER
27' BST
GR
12'
RCP
18"
CONC CONC
CONCCONC
CMP
18"
WOODS
WOODS
WOODS
WOODS
WOODS
CONC
CONC
TBM-A
BL-2
BL-3
8" CMP
28' PAVED ROADWAYPROFESSIONAL DR. BST
24" RCP
CONC
US 13 BYPASS (M.L.K. JR. PKWY) 26' PAVED ROADWAY
T
T
T
T
HH
HH
HH1" UNKNOWN10" PVC
6" UNKNOWN
4" PVC10" UNKNOW
N12" DI
12" HDPE12" DI
UNKNOWN10" UNKNOWN
CONDUIT
CONDUIT
CONC
****************************************
TBM-A CHISELED "X" BONNET BOLT FIRE HYDRANT
BL STATION 19+46.00 65 RIGHT
N 623039 E 2392722
100 ELEVATION = 68.38
****************************************
DB 398 PG 260
DB 486 PG 276
DELMAS EDWARD MINSHEW, JR.GREENE COUNTY
DB 625 PG 2
DAVID C. MADURES
DB 617 PG 663
DB 473 PG 577
PB 23 PG 88
DB 624 PG 295
PB 23 PG 88
AND FINANCIAL SERVICES, LLC
ROBERT G. HEATH, JR. INSURANCE
FRANK H. HARPER, ET UX
DB 451 PG 621
JOSIAH EXUM, II
N 53°27'58" E
130.22'N
6
4°12'0
3" W9
1.19'N 23°06'57" W189.69'N 53°30'43" E
145.09'S 43°49'03" E114.08'
EIP
EIP EIP
EIP
PB 22 PG 270
PB 23 PG 88N 36°32'02" W359.22'S 27°22'50" E
19.99'0.19' EIP TO R/WS 38°21'35" E150.16'0.23' EIP TO R/WN 49°33'10" W96.29'0.34'
R/W TO EI
P200.00'EXISTING R/W
EXISTING R/W
C&G
30" CONC
CONC
N 53°30'44" E
147.91'
50.00'EXISTING R/WEXISTING R/WN 53°03'29" E
182.02'
HEALTH CARE, INC.
GREENE COUNTY
46.97'
S 53°32'34" W64.85'S 36°27'24" ES 44°16'03" E45.53'S 44°16'03" E65.43'
TOWN OF SNOW HILL
DB 713 PG 663
3' PAVED SHLDER
CONC CONC NAD 83/ 20110605040302-Y1- PC Sta. 10+60.00
25 30 35
-L- POT Sta. 32+79.78 (18' RT)
-Y1- POT Sta. 10+00.00 = 02020202+00
CAT-1,+73
GREU TL-3,
+10
CAT-1,
+50
GREU TL-3,
CR
CR
-L-060504030230'
TYP.02020202+06
BEG. SBG
+00
CAT-1,
+23
END SBG +73
GREU TL-3,
+10
CAT-1,
+50
GREU TL-3,
+00
BEG. SBG
CR
CR
BEGIN 2'-6" C&G
END 2'-6" C&G
BEGIN 2'-6" C&G
END 2'-6" C&G12'14'12'12'14'12'12'14'12'12'12'12'12'12'12'PROP. 5' SIDEWALK
PROP. 5' SIDEWALK
35'R
25'R
12'12'12'12'14'4'14'8:1
8:1 10'4'4'11'11'4'4'4'4'60'
27'
27'10'10'10'10'& EX. R/ W
110.00' LT
+47.00
& EX. R/ W
110.00' LT
+24.00
1
2
EX. R/ W
100.00' LT
+28.00
& EX. R/ W
115.00' RT
+65.00
& EX. R/ W
115.00' RT
+00.00
15" RCP-III 15" RCP-III 15" RCP-III
RCP-III
15"
15" RCP-III 15" RCP-III 15" RCP-III
15" RCP-III
15" RCP-III
2GI w/ FG 2GI w/ FG
2GI w/ FG 2GI w/ FG 2GI w/ FG
2GI w/ FG
2GI w/ FG
RETAINRETAINw/ FG
2GI
0508 0506
0501 0502 0504
0509
0510 0511 0512
0503
0515
0514
0513
RC
P
-III 15
"w/ FG
2GI
EST. 3 TONS
CLASS 'I' RIP RAP
7 SY GEO-TEXTILE
REMOVE
REMOVE
REMOVE
w/ FG
2GI
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
AND EXTEND
COLLAR
HW
54" RCP-III
0516
0517
w/ FG
2GI
CB-E
CB-E
CB-E
CB-E
FS
RETAIN
0524
0532
0533
0525
0526
0520
0530
0531
0521
0522
0535
w/MH
JB
0536w/MH
JB
EST. 15 TONS
CLASS 'I' RIP RAP
30 SY GEO-TEXTILE
36" RCP-III
RCP-III
36"
EST. 11 TONS
CLASS 'I' RIP RAP
22 SY GEO-TEXTILE
RETAIN
24" RCP-III
RCP-III
24"
24" RCP-III
2GI(A)
2GI(A)
2GI(A)
2GI(A)
0534
0528
0529
REMOVE
REMOVE
REMOVE
30" RCP-III
RCP-III
30"
RCP-III
24"
REMOVE DITCH
REMOVE CONCRETE
CHANNEL
REMOVE CONCRETE
w/MH
JB
FS
RCP-III
30"
REMOVE
CB
REM.
30" RCP
-
III
24" RCP-III
CB
REM.
CB
REM.
REMOVE REMOVE
DITCH
CONCRETE
RETAIN
To JB w/MH
Conv. CB
RETAIN
0527
SLOPE=0.50%)
(MAX. PIPE
36" RCP-III
EXIST. 54" RCP
REMOVE 12 LF
24" RCP-III
SLOPE=6.1%)
(MAX. PIPE
W/ ELBOWS
15" CSP
30" CSP
REMOVE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_PSH05.dgnUSER:DWAINWRIDATE:11/21/2018NCDOT_pdf_color_eng_50.pltPLOT DRIVER:11:34:25 AMTIME:NCDOT_pshpfl.tbl R-5812
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
5
MATCHLINE -L- STA. 22+00, SEE SHEET 4MATCHLINE -L- STA. 36+00, SEE SHEET 6SEE SHEET NO 12 FOR -Y1- PROFILE
SEE SHEET NO 9 FOR -L- PROFILE
DRIVEWAY RADII 50' UNLESS OTHERWISE NOTED

PI Sta 15+50.18
D
L = 957.16'
T = 490.18'
R = 1,800.00'
-Y1-
e = 0.06
Lr = 180'
F
F
C
C
C
C
C
F
F
F
F
F F
F
F
F
F
F
C
C
F
FC
C
C
C
C
8" CMP
CI
INVERT ONLY
CI DESTROYED
(NOTE)
DI
12" CMP
CI
8" CMP
8" CMP
8" CMP
CI
8" CMP
8" CM
PCI8" CM
PC
ICI
CI
PIPE NOT FOUND
WITH RIP RAP OUTFALL
PIPE OUTLET COVERED
(NOTE)
8" CMPCI
FOOT BRIDGE
WOODEN
5
4
" R
C
P
M
TLMTLMTLCI
MTLMTLMTL
MTL MTL MTL
MTL
MTL
MTL
LOG CABIN
1 S
2-PILES OF TELEPHONE POLES
CONTENTNEA CREEKRAP
RIP
RAP
RIP
RAP
RIP
3' PAVED SHOULDER
5' PAVED SHOULDER
1
0' PAVED SHOULDER1
0' PAVED SHOULDER10' PA
V
ED SH
O
U
LD
E
R
N
W 2N
D ST. 18' PA
V
ED
R
O
A
D
W
A
Y
US 13 BYPASS 29' PAVED ROADWAY
ISL
CONC
NW
2
ND ST.
2
5' PAVED ROADWAYTO SNOW HI
LL54" RCP
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
W
OODSWOODSWOODS
GR
12'
12' GR
6" CURB6
" CURB6"
C
U
R
B
6" CURB
B
Y2-1
BL-5 CRE
E
KCONT
E
NT
NE
A
BL-4 (MARK 1976)HHHH10" UNKNOWN
12" HDPE
CONDUI
TCONDUIT
CONDUIT
CONDUIT
JOHN MILTON BEAMAN
DB 587 PG 375
MARY H. HARRELL
PB 4 PG 9
PB 27 PG 101
200.00'EXI
STI
NG R/WEXISTING R/
W
EXISTING R/WEXI
S
TI
NG R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
N 19°14'32" E
782.69'
BRIDGE #20
CONC
DAVID C. MADURES
DB 617 PG 663
DB 393 PG 489
DB 398 PG 260
JOSIAH EXUM, II
CONTENTNEA CREEK
CHRIS PARKER BEAMAN
DB 663 PG 96NAD 83/ 20110440604030201
00
01
02
02
0101
02
40 45
-Y1- PT Sta. 20+17.16
20
15
-Y1SPUR- PC Sta. 10+79.73
-Y1SPUR- POT Sta. 10+00.00
-L- POT Sta. 39+18.07 =
-Y1SPUR- PT Sta. 12+20.55
-Y1- POC Sta. 17+35.66 =
-L- STA. 45+44±
TIE TO EXISTING BRIDGE
-L- STA. 48+85±
TIE TO EXISTING BRIDGE
0202+10
CAT-1,0202TYPE III
TYPE III
TYPE III
TYPE III
APPROACH SLAB
DO NOT DISTURB
05APPROACH SLAB
DO NOT DISTURB
-Y1- POC Sta. 17+50.00
END CONSTRUCTION
-W_L-
OFFSET 33.48' LT
-L- POT Sta. 42+49.99
-W_L- POT Sta. 10+00.00 =
BEGIN RETAINING WALL
-W_L- PI Sta. 10+90.00
OFFSET 35.00' LT
-L- POT Sta. 39+00.00
-W_L- POT Sta. 13+50.00
END RETAINING WALL
-L-0440604030201
00
01
02
02
0101
02
24'TYP.21'TYP.+39 +77
30'TYP.
-L- STA. 45+44±
TIE TO EXISTING BRIDGE
-L- STA. 48+85±
TIE TO EXISTING BRIDGE
+16
BEG. SBG
+26
END SBG
+26
END SBG0202+10
CAT-1,0202TYPE III
TYPE III
TYPE III
TYPE III
+57
BEG. SBG
APPROACH SLAB
DO NOT DISTURB
05APPROACH SLAB
DO NOT DISTURB
-Y1- POC Sta. 17+50.00
END CONSTRUCTION
+05
BEG. SBG
+05
END SBG12'12'12'12'12'12'12'12'14'35'R
360'+5910'10'10'4'4'97'R +1924'19'24'12'12'10'OFFSET=18' & 12'
120-65-180
& EX. R/ W
118.00' LT
+60.00
EX. R/ W
100.62' LT
+85.00 -Y1-
1
3
2
4
127.00' LT
+77.00
EX. R/ W
100.00' LT
+05.00
EX. R/ W
100.00' LT
+28.00
& EX. R/ W
108.00' RT
+64.00 -L-
& EX. R/ W
118.00' LT
+61.00
& EX. R/ W
123.00' LT
+92.00
18"
R
C
P-III 18" RCP-IV 18" RCP-IV
15" RCP-III 15" RCP-III 15" RCP-III
15" RCP-III
15" RCP-III 15" RCP-III
15" RCP-III
2GI w/ FG
2GI w/ FG
2GI w/ FG
2GI
2GI w/ FG
2GI w/ FG
54" RCP-III
w/MH
JB
RETAINRETAINw/ FG
2GI
w/MH
TB JB
15" RCP-III
RC
P
-III 15
"0618
0614 0616
0617
0619
0601
w/ FG
2GI 0602
0608
0603
0605
0606
0607
0612
0611
0610
0613
0609
0620
0621
EST. 4 TONS
CLASS 'I' RIP RAP
10 SY GEO-TEXTILE
EST. 7 TONS
CLASS 'I' RIP RAP
15 SY GEO-TEXTILE
EST. 4 TONS
CLASS 'I' RIP RAP
10 SY GEO-TEXTILE
REMOVE
REMOVE
REMOVE 12" CMP
REMOVE
REMOVE
RETAIN
RETAIN
REMOVE
w/ FG
2GI
2GI w/ FG
0513
EST. 45 TONS
CLASS 'I' RIP RAP
SEE DETAIL C
(ON BANKS ONLY)
70 SY GEO-TEXTILE
15" RCP-III
15" RCP-III
0604
w/ FG
2GI
0615
w/ FG
2GI
15" RCP-III
15" RCP-III
0622
w/ FG
2GI
0623
w/ FG
2GI
w/ FG
2GI
REMOVE CI
w/ FG
2GI
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL C
FROM STA. 36+42 TO STA. 36+92 LT -L-
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Est.= 45 Tons of Class I Rip-Rap
d= 4 Ft.
Length= 30 Ft.EXI
STI
NG BANKEXISTING BANK
d
GEOTEXTILE
1.5' Ft.Flatter6:1 or
D6:1( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 13+19 TO STA. 15+65 -Y1- LT
DETAIL D
Min. D= 1 Ft.
Ground
Natural
SEE DETAIL 'D'
SPECIAL CUT DITCH
W/ ELBOWS
DRAIN PIPE
18" SIDE
W/ ELBOWS
DRAIN PIPE
18" SIDE
15" RCP-III
W/ ELBOWS
18" CSP
REMOVE CI
FILL WITH FLOWABLE FILL
FILL WITH FLOWABLE FILL
FILL WITH FLOWABLE FILL
FILL WITH FLOWABLE FILL
w/ FG
2GI
REMOVE CI
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_PSH06.dgnUSER:DWAINWRIDATE:11/21/2018NCDOT_pdf_color_eng_50.pltPLOT DRIVER:11:34:34 AMTIME:NCDOT_pshpfl.tbl R-5812
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
6
MATCHLINE -L- STA. 36+00, SEE SHEET 5MATCHLINE -L- STA. 50+00, SEE SHEET 7SEE SHEET NO 12 FOR -Y1SPUR- PROFILE
SEE SHEET NO 12 FOR -Y1- PROFILE
SEE SHEET NO 10 FOR -L- PROFILE

MONOLITHIC ISLAND
RETAINING WALL #1
Slope
Ditch
Front
PI Sta 15+50.18
D
L = 957.16'
T = 490.18'
PI Sta 11+58.67
D
L = 140.82'
T = 78.94'
-Y1--Y1SPUR-
R = 1,800.00'R = 125.00'
e = 0.06
Lr = 180'
e = 0.02
Lr = 48'
2040
2019AADT YEAR
173
127
167
123
(VOLUME IN 100s)
(-L-)
BY-PASS
US 13
(-L-)
BY-PASS
US 13
NW SECOND ST (-Y1-)
1
1
7
5
8
6
F F F
F
F
F
F
F
FF
F
F
F
F
F F
F
F
F
F
F
F
F
CCC
8" CMP
8" CMP
18" RCP
FES
FES
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
8" CMP
8" CMP
8" CMP
8" CMP8" CMP
8" CMP
8" CMP
8" CMP
8" CMP
8" CMP
8" CMP
MTL
MTL
MTL
MTL
MTL
MTL
CULTIVATED
RAP
RIP
RAP
RIP
RAP
RIP RAP
RIP
RAP
RIP
BILLBOARD
US 13 BYPASS 24' PAVED ROADWAY
4' PAVED SHOULDER
4' PAVED SHOULDER
CONC
CONC
CONC
WOODS
WOODS
WOODS
BL-6
BL-7
RIP RAP
HH
10" UNKNOWN
12" HDPE
12" HDPE
12" HDPE
10" UNKNOWN
12" HDPE
12" DI
10" UNKNOWN
CONDUIT
CHRIS PARKER BEAMAN
DB 663 PG 96N 02°14'12" E564.99'200.00'EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W EXIS
TI
NG R/W135.00'
EXISTING R/W
BL-8 (MASSEY 1976)
S 06°50'26" W
246.90'
CHRIS PARKER BEAMAN
DB 663 PG 96
CHRIS PARKER BEAMAN
DB 663 PG 96
CHRIS PARKER BEAMAN
DB 663 PG 96
POND
CHRIS PARKER BEAMAN
NAD 83/ 2011
030302020100010202030302020100010202-L- TS Sta. 50+14.91
-L- SC Sta. 52+14.91
55 60
-L- CS Sta. 61+28.08
-L- ST Sta. 63+28.08
GREU TL-3,+00
GREU TL-3,+75-L-03030202010001020203030202010001020235'
TYP.
35'
TYP.
+10
END SBG
+50
END SBG
GREU TL-3,+00
GREU TL-3,+7512'12'12'12'4'4'8:1
8:111'12'12'10'12'12'4'10'10'11'
EX. R/ W
100.26' RT
+36.82
EX. R/ W
71.00' LT
+99.57
63.00' LT
+65.00
95.00' RT
+28.00
EX. R/ W
75.15' RT
+28.03
& EX. R/W
& 68.00' LT
76.00' LT
+00.00
& EX. R/W
76.00' LT
+62.00
80.00' LT
+00.00
116.00' RT
+83.00
EX. R/ W
100.00' RT
+79.00
EX. R/ W
100.24' RT
+87.00
& EX. R/ W
115.00' LT
+48.00
& EX. R/ W
115.00' LT
+54.00
4
4
4
4
EX. R/ W
78.00' RT
+91.34
EX. R/ W
99.66' RT
+65.00
EX. R/ W
99.44' RT
+50.00
105.00' RT
+10.00
& EX. R/ W
123.00' LT
+73.00
15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 2GI w/ FG
2GI w/ FG2GI w/ FG RCP-III 18"RCP-III
18"
AND EXTEND
COLLAR
AND EXTEND
COLLAR
w/ FG
2GI
2GI w/ FG18" RCP-IV RETAINW/ FG
2GI
0713
0701
0712
0704
0706 0707
0708
w/ FG
2GI0703 0705
0710
0711
0715
0716
0714
0717
0709
EST. 4 TONS
CLASS 'I' RIP RAP
10 SY GEO-TEXTILE
0702
EST. 4 TONS
CLASS 'I' RIP RAP
10 SY GEO-TEXTILE
EST. 3 TONS
CLASS 'I' RIP RAP
7 SY GEO-TEXTILE
REMOVE
REMOVE
REMOVE
REMOVE CB
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
W/ELBOWS
15" CSP
w/ FG
2GI
w/ FG
2GI
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
15" RCP-III
LATERAL 'V' DITCH
( Not to Scale)
D
b
1"/Ft.
DETAIL B
Ground
Natural
( Not to Scale)
D
B
b
LATERAL BASE DITCH
1"/Ft.
DETAIL A
Ground
Natural
RCP-III
15"
RCP-III
15"
3:1
1.0'2:1( Not to Scale)
ROCK FILL IN POND
FROM STA. 57+80 -L- TO STA. 58+15 -L- LT
DETAIL E
SEE DETAIL 'E'
ROCK FILL IN POND
EST. 30 TONS
CLASS 'B' RIP RAP
EST 3 CY DDE
SEE DETAIL 'B'
LATERAL 'V' DITCH
EST 437 CY DDE
SEE DETAIL 'A'
LATERAL BASE DITCH
W/ ELBOWS
18" CSP
W/ ELBOWS
18" CSP
FILL WITH FLOWABLE FILL
REMOVE CI
FILL WITH FLOWABLE FILL
REMOVE CI
FILL WITH FLOWABLE FILL
REMOVE CI
FILL WITH FLOWABLE FILL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_PSH07.dgnUSER:DWAINWRIDATE:11/21/2018NCDOT_pdf_color_eng_50.pltPLOT DRIVER:11:34:43 AMTIME:NCDOT_pshpfl.tbl R-5812
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
7
MATCHLINE -L- STA. 50+00, SEE SHEET 6MATCHLINE -L- STA. 64+00, SEE SHEET 8SEE SHEET NO 10 FOR -L- PROFILE

Slope
Fill
3:13:1
b=5 Ft.
Min. D=0.75 Ft.
FROM STA. 62+17 TO STA. 62+48 LT -L-
b=5 Ft.
B=2 Ft.
Min. D=1 Ft.3:13:1
FROM STA. 59+50 TO STA. 62+00 RT -L-
Slope
Fill
Proposed
Existing
Earth Fill
Elev.=32.5'
5'
CLASS B RIP-RAP
Elev.=31.5'
N.W.S.
PIs Sta 51+48.25
F
Ls = 200.00'
LT = 133.34'
ST = 66.67'
PI Sta 56+72.47
D
L = 913.17'
T = 457.56'
R = 5,700.00'
PIs Sta 61+94.74
F
Ls = 200.00'
LT = 133.34'
ST = 66.67'
-L-
e = 0.03
Lr = 105'
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
TOP=47.76'
DI48" RCP48" RCP
CB
54" RCP24" RCPS24" RCP
CULTIVATED
S
CO
NC72" CHL W/3SBW
72" CHL W/3SBW
FALLOW FALLOW
FALLOW
GARAGE
MTL
BILLBOARD
HW
CONC
30" C&G
4' PAVED SHOULDER
4' PAVED SHOULDER
4' PAVED SHOULDER
US 13 BYPASS 36' PAVED ROADWAY
US 13 49' PAVED ROADWAY
CONC ISL
CONC ISL
ISL
CONC
6" C
U
R
B
6" CURB
6" CURB
WOODS
TBM-B
GPS-2
15" RCP
30" C&G
SS
S
S
S
HHHH
12" PVC12" DI 12" PVC10" PVC
UNKNOWN
, (ABANDONED
)UNKNOWN10" PVC
12" PVC
CONDUIT
CONDUIT
CONDUIT
CONDUIT
10" PVC
12" PVC
C&G30" 24" RCPDB 484 PG 64
DB 484 PG 64
TRADE LAND COMPANY, LLC
DB 685 PG 60
HARRISON & SHELTON, LLC
DB 685 PG 508
PB 18 PG 84
BOBBY GLENN HAM
DB 484 PG 64
BOBBY GLENN HAM
BOBBY GLENN HAM
EIP
EIP
EIP
ECM
PB 4 PG 56
E
XISTI
NG
R/WEXISTING R/W
EXISTING R/W
120.00'EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WTO FARMVILLE
S 06°50'26" W
71.82'
S 79°55'16" E
341.75'
S 08°47'04" W
149.77'
S 08°58'11" W
91.33'
S 81°00'45" E
456.83'
;
;;;;;;;****************************************
TBM-B CHISELED "X" BONNET BOLT FIRE HYDRANT
BL STATION 64+25.00 96 LEFT
N 626011 E 2396047
101 ELEVATION = 45.48
****************************************US 258 54' PAVED ROADWAYTO SNOW HILLTO WALSTONBURG4' PAVED SHOULDERCHRIS PARKER BEAMAN
DB 663 PG 96
ROADWAY51' PAVEDNC 91NAD 83/ 2011
65
70
-L- POT Sta. 74+65.36
0202169'
+95
142'
+43
RETAIN
END CONSTRUCTION
-L- POT Sta. 73+83.06
END TIP PROJECT R-5812
RETAIN
RETAIN
125'
+68
150'
+16
END CONSTRUCTION
30"C&G
RETAIN
DISTURB FENCE
DO NOT
-L-0202169'
+95
142'
+43
RETAIN
END CONSTRUCTION
-L- POT Sta. 73+83.06
END TIP PROJECT R-5812
RETAIN
RETAIN
125'
+68
150'
+16
END CONSTRUCTION
30"C&G
RETAIN
DISTURB FENCE
DO NOT12'12'12'12'OFFSET=15'
0-55-120
4'4'4'12'4'4'+24+2612'12'4'12'12'+0012'4'4'OFFSET=14'
0-60-240
8:1 4'65.00' RT
+50.00
EX. R/ W
60.00' RT
+50.00
EX. R/ W
60.00' RT
+20.00
EX. R/ W
65.00' LT
+82.00EX. R/ W
88.00' LT
+67.85
EX. R/ W
65.00' LT
+56.30
65.00' LT
+75.00
70.00' LT
+50.00
EX. R/ W
60.00' RT
+50.00
EX. R/ W
70.00' RT
+81.71
4
6
5
5
7
5 RETAI
NRETAIN RETAIN SYSTEMRETAIN HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_PSH08.dgnUSER:DWAINWRIDATE:11/21/2018NCDOT_pdf_color_eng_50.pltPLOT DRIVER:11:34:52 AMTIME:NCDOT_pshpfl.tbl R-5812
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
8
MATCHLINE -L- STA. 64+00, SEE SHEET 7OF WATER AROUND CONCRETE ISLANDS
CONTRACTOR TO PRECLUDE PONDING
SEE SHEET NO 11 FOR -L- PROFILE

2040
2019
1
1
31
23
AADT YEAR (VOLUME IN 100s)
202
149
NC 91
US 258
(-L-)
BY-PASS
US 13
(-L-)
BY-PASS
US 13
56
41
11
8
167
123
90
65
105
77
F F
F
F F
F
F
F F F F
F
F
F
F
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-5812

REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_PFL09.dgnUSER:DWAINWRIDATE:11/21/2018NCDOT_pdf_color_eng_50.pltPLOT DRIVER:11:35:00 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
PROPOSED GRADE
EXISTING GROUND
PI = 12+72.50
EL = 107.53'
(-)1.3973%
(
-
)3
.5420%
VC = 335'
K = 156
EL. = 110.82'
-L- STA. 10+36.85
BEGIN GRADE
V = 60 MPH
PROPOSED GRADE
EXISTING GROUND
PI = 29+13.00
EL = 49.42'
(
-
)3
.5420%(+)0.3000%
VC = 650'
K = 169
V = 65 MPH
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
50
60
70
80
90
100
110
120
130
140
50
60
70
80
90
100
110
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00
10
20
30
40
50
60
70
80
90
100
10
20
30
40
50
60
70
80
90
100
-L-
9
-L-
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-5812

REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_PFL10.dgnUSER:DWAINWRIDATE:11/21/2018NCDOT_pdf_color_eng_50.pltPLOT DRIVER:11:35:07 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
EXISTING GROUND
PROPOSED GRADE
PI = 40+86.00
EL = 52.94'
(+)0.3000%(-)0.3131%
VC = 350'
K = 571
PI = 44+35.00
EL = 51.85'
(-)0.3131%(+)0.0000%
VC = 180'
K = 575
(+)0.0000%
PI = 49+90.00
EL = 51.41'
VC = 170'
K = 567
V = 80+ MPHV = 80+ MPHV = 80+ MPH
EL = 51.85'
-L- STA. 45+26 +/-
TIE TO EXIST APPROACH SLAB
END GRADE
EL = 51.41'
-L- STA. 49+05 +/-
TIE TO EXIST APPROACH SLAB
BEGIN GRADE
(+)0.3000%
= 105.2
= 50
= 126.00
= 35.78
= 146.00
= 36.43
= 500+
= 383.95
= 51.51
RETAIN AND EXTEND 54" RCP Sta. 36+09
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT
EXISTING GROUND
PROPOSED GRADE
(+)0.3000%
PI = 52+45.00
EL = 52.17'
(+)0.3000%(-)0.3022%
VC = 200'
K = 332
PI = 57+00.00
EL = 50.80'
(-)0.3022%(+)0.3000%
VC = 500'
K = 830
PI = 60+66.00
EL = 51.90'
(+)0.3000%(-)0.3000%
VC = 232'
K = 387
V = 75 MPH V = 80+ MPHV = 80+ MPH
PI = 49+90.00
EL = 51.41'
VC = 170'
K = 567
V = 80+ MPH
ELEV. 38.80STA. 62+48 LTELEV. 36.17STA. 59+50 RTELEV. 36.96STA. 61+17 RTELEV. 37.21STA. 62+00 RTDITCH @ 0.47%
LATERAL 2' BASE
DITCH @ 0.30%
LATERAL 2' BASE
ELEV. 38.68STA. 62+17 LT@ 0.39%
LATERAL 'V' DITCH
RETAIN AND EXTEND 18" RCP Sta. 62+00
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
= 39.38
= 500+
= 29.09
= 48.00
= 1.93
= 39.34
= 1.72
= 50
= 0.3
PIPE HYDRAULIC DATA
YRS
AC
CFS
FT
CFS
FT
YRS
CFS
FT
36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
10
20
30
40
50
60
70
80
90
70
10
20
30
40
50
60
50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00
10
20
30
40
50
60
70
80
90
10
20
30
40
50
60
70
80
90
-L-
10
100
-L-
100100
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-5812

REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_PFL11.dgnUSER:DWAINWRIDATE:11/21/2018NCDOT_pdf_color_eng_50.pltPLOT DRIVER:11:35:16 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
EXISTING GROUND
PROPOSED GRADE
PI = 65+82.00
EL = 50.35'
(-)0.3000%(+)0.0277%
VC = 180'
K = 549
V = 80+ MPH
EL. = 50.50'
-L- STA. 71+24.04
MILL AND RESURFACE INTERSECTION
END GRADE
EL. = 49.88'
-L- STA. 73+83.06
END INTERSECTION RESURFACING
10+50.0011+00.0011+50.0012+00.0012+50.0052.25'52.31'52.35'52.34'52.29'
44.27'
43.34'43.49'43.66'
44.81'45.67'
EXISTING GROUND
RETAINING WALL #1
EL. = 52.14'
-L- STA. 42+49.99 (33.48' LT)
-W_L- STA. 10+00.00 =
BEGIN RETAINING WALL
13+00.002.
2:
1 3:152.20'
TOP OF WALL
BOTTOM OF WALL
EL. = 44.12'STA. 13+26.19EL. = 44.92'STA. 10+15.87APPROXIMATE WALL FACE AREA = 2632 SQ.FT.
EL. = 52.06'
-L- STA. 39+00.00 (35.00' LT)
-W_L- STA. 13+50.00 =
END RETAINING WALL
(GRADE ELEVATION)
64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00
10
20
30
40
50
60
70
80
90
70
10
20
30
40
50
60
11
-L-
100
10+00 11+00 12+00 13+00
10
20
30
40
50
60
70
80
90
100
10
20
30
40
50
60
70
80
90
100
-W_L-
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-5812

REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\Proj\R5812_RDY_PFL12.dgnUSER:DWAINWRIDATE:11/21/2018NCDOT_pdf_color_eng_50.pltPLOT DRIVER:11:35:23 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE
EXISTING GROUND
PI = 10+90.00
EL = 50.42'
(+)0.3000%(-)0.6966%
VC = 180'
K = 181
PI = 12+90.00
EL = 49.03'
(-)0.6966%
VC = 180'
K = 181
PI = 15+20.00
EL = 49.72'
(+)0.3000%(-)0.3000%
VC = 180'
K = 300
EL. = 50.15'
-L- STA. 32+79.78 (18' RT)
-Y1- STA. 10+00.00 =
BEGIN GRADE
V = 60 MPH V = 65 MPH
V = 70 MPH
EL. = 49.03'
-Y1- STA. 17+50.00
END GRADE
ELEV. 46.91STA. 15+65 LTELEV. 48.53STA. 13+19 LT@ 0.66%
SPECIAL CUT DITCH
PROPOSED GRADE
EXISTING GROUND
PI = 10+75.00
EL = 51.70'
(-)0.6670%
(-
)3
.0562%
PI = 11+45.00
EL = 49.56'
(-)0.6476%
VC = 90'
K = 37
EL. = 52.08'
-L- STA. 39+18.07 (18' RT)
-Y1SPUR- STA. 10+18.00 =
BEGIN GRADE
K = 21
VC = 50'
V = 30 MPH V = 30 MPH
EL. = 49.07'
-Y1- STA. 17+35.66
-Y1SPUR- STA. 12+20.55 =
END GRADE
10
20
30
40
50
60
70
80
90
70
10
20
30
40
50
60
12
-Y1-
100
-Y1SPUR1-
10+00 11+00 12+00 13+00
10
20
30
40
50
60
70
80
90
100
30
10
20
40
50
60
70
80
90
100
16+0015+0014+0013+0012+0011+0010+00 20+0019+0018+0017+00
8/23/99PROJ. REFERENCE NO.SHEET NO.PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Roadway\XSC\R5812_RDY_XPL_INDEX.dgnUSER:DWAINWRIDATE:11/21/2018NCDOT_pdf_color_eng_50.pltPLOT DRIVER:11:44:10 AMTIME:xpl_eh_v8.tblDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
CROSS SECTION INDEX OF SHEETS
X-34-Y1SPUR-
X-32 AND X-33-Y1-
X-1 THRU X-31-L-
X-1R-5812
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:18 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/16110 110
100 100
10+00.00
110 110
120 120
100 100
10+50.00
110 110
120 120
100 100
11+00.00
110 110
120 120
100 10011+50.00
110 110
120 120
100 10012+00.00
110 110
120 120
100 10012+50.00
X-2R-5812
-L-
5 10
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
111.54
110.94
109.93
0.0200.0204:13:1105.95
6:1
4
:13:1
105.99
6
:1
108.85
0.0200.020 4
:13:13:1
105.23 105.26
6:1 6
:14:1
107.97
0.0200.0204:1
4
:13:13:1
104.34 104.37
6:1 6
:1
106.89
0.0200.0204:14
:13:13:1
103.30 103.32
6:1 6
:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:21 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/16110 110
100 100
13+00.00
110 110
100 100
13+50.00
100 100
110 110
90 90
14+00.00
100 100
110 110
90 90
14+50.00
100 100
110 110
90 9015+00.00
100 100
110 110
90 9015+50.00
X-3R-5812
-L-
5 10
105.63
0.0200.0204:1
4
:1
4:13:1
102.09 102.11
6:1 6
:1
104.27
0.0200.0204:1 4:14:13:1
100.73 100.75
6:1 6
:1
102.72
0.0200.0204:1 4:1
4
:13:1
99.20 99.18
6:1 6
:1
101.00
0.0200.0204:1
4:1
97.46
6:1
DRIVEWAY
99.24
0.0200.0204:1 4:1
4:1
3:1
95.69 95.69
6:1 6
:1
97.44
0.0200.020 4:13:1
93.92
6
:1
92.15
6:15
:1
4:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:24 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/16100 100
110 110
90 9015+72.00
100 100
90 90
16+00.00
90 90
100 100
80 80
16+50.00
90 90
100 100
80 80
17+00.00
90 90
100 100
80 80
17+50.00
90 90
100 100
80 8018+00.00
X-4R-5812
-L-
5 10
96.65
0.0200.020 4
:1
3:1
93.14
6
:1
DRIVEWAY
95.64
0.0200.0204:1 4:1
5
:1
3:1
92.15 92.15
6:1 6
:1
93.85
0.0200.0204:1 4:1
4
:1
3:1
90.38 90.38
6:1 6
:1
92.15
0.0200.0204:1
4
:188.61
6:1
DRIVEWAY
90.43
0.0200.020
4:1
4:1
4:13:1
86.84 86.84
6:1 6
:1
88.59
0.0200.020 4
:14
:13:1
85.07 85.07
6:1 6
:13:14:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:27 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1690 90
100 100
80 8018+50.00
90 90
80 80
19+00.00
80 80
90 90
70 70
19+50.00
80 80
90 90
70 70
20+00.00
80 80
90 90
70 70
20+50.00
80 80
90 90
70 7021+00.00
X-5R-5812
-L-
5 10
86.72
0.0200.0204:183.29
6:13:1DRIVEWAY
84.94
0.0200.0204:14
:13:1
81.52 81.52
6:1 6
:13:183.27
0.0200.020
4
:13:1
79.75 79.75
6:1 6
:13:14:1
81.50
0.0200.020 4
:13:1
77.98 77.98
6:1 6
:13:14
:179.74
0.0200.020 4
:13:1
76.21
6
:1
DRIVEWAY
77.98
0.0200.0204:1 4:1
3:13:1
74.44 74.44
6:1 6
:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:30 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1680 80
90 90
70 7021+32.00
80 80
90 90
70 7021+50.00
80 80
70 70
22+00.00
70 70
80 80
60 60
22+50.00
70 70
80 80
60 60
23+00.00
70 70
80 80
60 60
23+50.00
X-6R-5812
-L-
5 10
76.88
0.0200.0203.3:13:173.31
6:1
DRIVEWAY
76.26
0.0200.0203:14:1
3:13:1
72.67 72.67
6:1 6
:1
74.45
0.0200.0203:14:1
3:13:1
70.90 70.90
6:1 6
:1
72.61
0.0200.0203:14:1
3:13:1
69.13 69.13
6:1 6
:1
70.86
0.0200.0203:14:1
3:13:1
67.35 67.35
6:1 6
:1
69.14
0.0200.0203:14:1
3:13:1
65.58 65.58
6:1 6
:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:32 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1670 70
80 80
60 6024+00.00
70 70
80 80
60 6024+50.00
70 70
60 60
25+00.00
60 60
70 70
80 80
50 50
25+50.00
60 60
70 70
80 80
50 5026+00.00
X-7R-5812
-L-
5 10
67.35
0.0200.0203:14:1
3:13:1
63.81 63.81
6:1 6
:1
65.47
0.0200.0203:14:1
3:13:13:1
62.04 62.04
6:1 6
:1
63.64
0.0200.020DRIVEWAY DRIVEWAY
61.8661.86
6
:16:1
0.0200.020
3:1
4:1
58.5058.503:14:160.10
6
:16:1
56.7556.76
4:14
:10.0200.020
6
:16:1
56.754:13:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:35 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1660 60
70 70
50 5026+50.00
60 60
70 70
50 50
27+00.00
50 50
60 60
70 70
40 4027+50.00
40 40
50 50
60 60
70 70
30 30
28+00.00
X-8R-5812
-L-
5 10
58.34
6:1
4:1
55.09
6
:1
0.0200.020 3:1
4:1
54.86
56.75
6:1
6
:1
53.58
0.0200.020
6
:156.5855.214:1
0.0200.020 55.216
:1
53.86
0.0200.020
4:1
4:153.99
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:38 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
50 50
60 60
70 70
30 30
28+50.00
40 40
50 50
60 60
30 3029+00.00
40 40
50 50
60 60
30 3029+50.00
40 40
50 50
60 60
30 3030+00.00
X-9R-5812
-L-
5 10
52.69
3:1
0.0200.02052.923:152.9251.77
3:13:1
0.0200.020 52.0052.0051.09
3:13:1
0.0200.020 51.2351.2350.68
3:13:1
0.0200.020 50.6050.60
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:41 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
50 50
60 60
30 3030+50.00
40 40
50 50
60 60
30 3031+00.00
40 40
50 50
60 60
30 3031+50.00
40 40
50 50
60 60
30 3032+00.00
X-10R-5812
-L-
5 10
50.37
3:13:1
0.0200.020 50.1250.1250.14
3:1
0.0200.02049.792:149.7950.04
3:1
0.0200.02049.602:149.4850.03
3:1
0.0200.02049.572:149.31
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:44 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
50 50
60 60
30 3032+50.00
40 40
50 50
60 60
70 70
30 3033+00.00
40 40
50 50
60 60
70 70
30 3033+50.00
X-11R-5812
-L-
5 10
50.03
3:1
0.0200.02049.672:149.2850.09
0.027
EL. =50.20
-Y1- Sta.10+20.21
3:1
0.0200.02049.822:149.4850.18
0.043
EL. =50.22
-Y1- Sta.10+70.21
3:1
0.0200.02049.972:149.28
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:47 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
50 50
60 60
70 70
30 3034+00.00
40 40
50 50
60 60
70 70
30 30
34+50.00
40 40
50 50
60 60
70 70
30 3035+00.00
X-12R-5812
-L-
5 10
50.31
0.060
EL. =50.11
-Y1- Sta.11+20.00
3:1
0.0200.02050.122:148.8450.45
0.060
EL. =49.86
-Y1- Sta.11+70.00
3:1
0.0200.02050.272.3:148.5950.60
3:10.060 48.25EL. =49.53
-Y1- Sta.12+20.00
0.0200.020
2:1 50.42
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:50 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
50 50
60 60
70 70
30 30
35+50.00
40 40
50 50
60 60
70 70
30 3036+00.00
40 40
50 50
60 60
70 70
30 30
36+50.00
X-13R-5812
-L-
5 10
50.72
3:10.060 48.03EL. =49.30
-Y1- Sta.12+70.00
0.0200.020
2:1
6
.1
:150.87
3:10.060 47.94EL. =49.22
-Y1- Sta.13+19.00
6.1:1
0.0200.020DRIVEWAY
48.53
51.06
3:16:1 0.060 47.99EL. =49.26
-Y1- Sta.13+68.00
3:1
0.0200.02050.8748.21
9.8:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110
110
120
120
130
130
140
140
150
150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:53 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
50 50
60 60
70 70
30 30
37+00.00
40 40
50 50
60 60
70 70
30 3037+50.00
40 40
50 50
60 60
70 70
30 3038+00.00
X-14R-5812
-L-
5 10
160 170 180 190 200
160 170 180 190 200
51.28 6:1 0.060
EL. =49.41
-Y1- Sta.14+19.00
3:1
0.0200.02051.022.5:148.1447.87
11.6:1
51.46 6:1 0.060
EL. =49.54
-Y1- Sta.14+68.00
3:1
0.0200.02051.172:148.2647.55
13.3:1
51.57 6:1 0.060
EL. =49.58
-Y1- Sta.15+16.00
3:1
0.0200.02051.322:148.3147.23
15.1:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110
110
120
120
130
130
140
140
150
150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:56 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
50 50
60 60
30 3038+50.00
40 40
50 50
60 60
30 30
39+00.00
30 30
40 40
50 50
60 60
20 2039+50.00
30 30
40 40
50 50
60 60
20 2040+00.00
X-15R-5812
-L-
5 10
160 170 180 190 200
160 170 180 190 200
51.71
6:1
0.060
46.91
EL. =49.55
-Y1- Sta.15+65.00
3:1
0.0200.02051.472:148.2716.9:1
51.79
Y1SPUR0.0200.020
3:1
52.05
Y1SPUR0.0200.020
52.14
Y1SPUR0.0200.020
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:44:59 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
40 40
50 50
60 60
20 2040+50.00
30 30
40 40
50 50
60 60
20 2041+00.00
30 30
40 40
50 50
60 60
20 2041+50.00
X-16R-5812
-L-
5 10
52.22 3:10.0200.020
52.30
5
.9
:1
0.0200.020 51.9152.37
4
.
3
:1
0.0200.020 51.87
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:01 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
40 40
50 50
60 60
20 20
42+00.00
30 30
40 40
50 50
60 60
20 20
42+50.00
30 30
40 40
50 50
60 60
20 20
43+00.00
30 30
40 40
50 50
60 60
20 20
43+50.00
X-17R-5812
-L-
5 10
52.33 3.7:10.0200.020 51.8152.19 3:10.0200.020 51.7051.702.2:1
52.03
4
.3
:1
0.0200.020 51.5651.562.5:1
52.04
4
.4
:1
0.0200.020 51.4251.422.5:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:04 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
40 40
50 50
60 60
20 20
44+00.00
30 30
40 40
50 50
60 60
20 20
44+50.00
30 30
40 40
50 50
60 60
20 20
45+00.00
30 30
40 40
50 50
60 60
20 2045+26.00
X-18R-5812
-L-
5 10
51.99
0.0200.02051.3151.313:12.5:1
51.95
0.0200.020
3.8:151.242.6:1 51.2451.88
0.0200.020
7
.1:151.213.1:1 51.2151.85 3:13:1 0.0200.020
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:07 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
40 40
50 50
60 60
20 20
45+44.00
30 30
40 40
50 50
20 20
45+50.00
30 30
20 20
46+00.00
30 30
20 20
46+50.00
30 30
20 20
47+00.00
30 30
20 20
47+50.00
30 30
40 40
20 20
48+00.00
X-19R-5812
-L-
5 10
51.84
BEGIN BRIDGE
47.27
32.00
29.52
30.37
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:10 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
40 40
20 20
48+50.00
30 30
40 40
50 50
60 60
20 20
48+85.00
30 30
40 40
50 50
60 60
20 20
49+00.00
30 30
40 40
50 50
60 60
20 20
49+05.00
X-20R-5812
-L-
5 10
35.95
51.54
END BRIGE
0.0200.020
3:12:1
51.44
3:10.0200.020
2:1
51.41
0.0200.020
4
.8
:150.772:1 50.77
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:13 AMPROJ. REFERENCE NO.SHEET NO.0
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20 20
50+50.00
30 30
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20 20
51+00.00
X-21R-5812
-L-
5 10
51.61
0.0200.020
3.7:150.792.7:1 50.7951.57
0.0200.020
3.2:150.8550.853:1
51.60
0.0170.020 50.993:150.953:1
51.62
0.0030.02051.1051.313:1 3:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:16 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
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51+50.00
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52+00.00
40 40
50 50
60 60
30 30
52+50.00
40 40
50 50
60 60
30 30
53+00.00
X-22R-5812
-L-
5 10
51.57
0.0110.02051.253:1 3:151.49
0.0260.02651.293:1
3:151.44
0.0300.03051.263:1
3:151.37
0.0300.03051.223:1
3:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:19 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
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53+50.00
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20 20
54+00.00
30 30
40 40
50 50
60 60
20 20
54+50.00
30 30
40 40
50 50
60 60
20 20
55+00.00
X-23R-5812
-L-
5 10
51.34
0.0300.03051.103:1
3:151.33
0.0300.03050.953:13:1
51.24
0.0300.03050.793:13:1
51.20
0.0300.03050.663:1 3:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:22 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
40 40
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20 20
55+50.00
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56+00.00
40 40
50 50
60 60
30 30
56+50.00
40 40
50 50
60 60
30 3057+00.00
X-24R-5812
-L-
5 10
51.17
0.0300.03050.553:1 3:151.09
0.0300.03050.483:13:1
51.05
0.0300.030
3:1 50.433:151.04
0.0300.030
3:1 50.423:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:25 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
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30 3057+50.00
40 40
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60 60
30 30
58+00.00
40 40
50 50
60 60
30 3058+50.00
40 40
50 50
60 60
30 3059+00.00
X-25R-5812
-L-
5 10
51.01
0.0300.030
3:13:1 50.4350.97
0.0300.030
3:13:1 50.4750.92
0.0300.030
3:13:1 50.5550.87
0.0300.030
3:13:1 50.65
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:28 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
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30 3059+50.00
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60 60
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60+00.00
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50 50
60 60
30 30
60+50.00
40 40
50 50
60 60
30 30
61+00.00
40 40
50 50
60 60
30 30
61+50.00
X-26R-5812
-L-
5 10
50.83
0.0300.030
3:13:1 50.7936.17
50.78
0.0300.030
3:13:1 50.9150:1
3:13:1
36.41
50.73
0.0300.030
3:13:1 50.9650:1
3:13:1
36.64
50.71
3:13:1 50.950.0300.030
50:1
3:136.88
3:1
50.60
3:13:1 50.9550.60
0.0240.024
50:1
3:137.06
3:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:30 AMPROJ. REFERENCE NO.SHEET NO.0
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62+00.00
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62+50.00
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60 60
30 30
63+00.00
40 40
50 50
60 60
30 30
63+50.00
40 40
50 50
60 60
30 30
64+00.00
X-27R-5812
-L-
5 10
50.52
0.0090.020
3:13:1 50.8650.52
50:1
3:137.21
3:1
50.4750.473:1
0.0050.020
4:1
50.3850.38
4:1
0.0190.020
4
:1
50.3450.34
4:1
4:1
0.0200.020
50.3450.3450.34
4:1
4:1
0.0200.020
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:33 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
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65+50.00
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50 50
30 30
66+00.00
40 40
50 50
30 30
66+50.00
40 40
50 50
60 60
30 30
67+00.00
X-28R-5812
-L-
5 10
50.3150.3150.31
4:14:1
0.0200.020
50.2450.2450.24
4:14:1
0.0200.020
50.1850.1850.18
4:14:1
0.0200.020
50.1250.1250.12
4
:14:1
0.0200.020
50.1050.10
4:14:1
0.0200.020
50.1250.12
4
:14:1
0.0200.020
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:36 AMPROJ. REFERENCE NO.SHEET NO.0
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40 4068+50.00
50 50
60 60
40 40
69+00.00
50 50
60 60
40 4069+50.00
X-29R-5812
-L-
5 10
50.1950.19
4:1
4:1
0.0200.020
50.1850.18
4:14:1
0.0200.020
50.1850.18
4:14:1
0.0200.020
50.2450.24
4:14:1
0.0200.020
50.2350.23
4:14:1
0.0200.020
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:39 AMPROJ. REFERENCE NO.SHEET NO.0
6/23/1650 50
60 60
40 4070+00.00
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60 60
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70+50.00
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60 60
40 4071+00.00
50 50
60 60
40 4071+24.04
50 50
60 60
40 4071+50.00
50 50
60 60
40 4072+00.00
X-30R-5812
-L-
5 10
50.2350.23
4
:14:1
0.0200.020
50.2450.24 4:14:1
0.0200.020
50.2350.23 4
:14:1
0.0200.020
50.23
0.0200.020
4:1 4
:1
50.234:1
50.224:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
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11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_L.dgn11:45:42 AMPROJ. REFERENCE NO.SHEET NO.0
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40 4072+50.00
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40 4073+50.00
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40 4074+00.00
50 50
40 4074+50.00
X-31R-5812
-L-
5 10
50.17
50.15
49.99
4:1
49.82
49.68
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
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120120
130130
130130
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11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_Y1.dgn11:45:51 AMPROJ. REFERENCE NO.SHEET NO.0
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70 70
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X-32R-5812
-Y1-
5 10
49.05
0.060
0.020
2:148.2846.91
6:15
:1
49.11
EL. =50.33
-Y1SPUR- Sta.11+21.91
0.004
49.1149.11
0.060 48.200.020
49.1149.11
2:16:1
49.10
EL. =49.88
-Y1SPUR- Sta.11+42.58
5.98:1 0.006
49.1049.10
3:10.060 48.0549.10
EL. =49.30
-Y1SPUR- Sta.11+85.51
0.023
49.1049.10
5
.9
:1
0.060 47.905.98:1
00
00
1010
1010
2020
2020
3030
3030
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8080
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100100
110110
110110
120120
120120
130130
130130
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140140
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11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_Y1.dgn11:45:53 AMPROJ. REFERENCE NO.SHEET NO.0
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X-33R-5812
-Y1-
5 10
49.0349.0349.03
3:10.0500.044 47.9549.01
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
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6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
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11/21/2018c:\pwworking\east01\d0411069\R5812_RDY_XPL_Y1SPUR.dgn11:46:03 AMPROJ. REFERENCE NO.SHEET NO.0
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11+00.00
X-34R-5812
-Y1SPUR-
5 10
51.0351.0351.03
6:1
0.0150.015 0.015
11.9:1
50.28
0.0120.0126:1 0.020
46.91
6
.6
:1