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STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PLANS
0
V
=
= MPH
ADT
29-
OC
T-2015 16:2
4R:\
Road
way\
Proj\
W5205
E_
Rdy_tsh_1.d
gn
$$$$
US
ER
NA
ME$$$$
SIGNATURE:
P.E.
DIVISION DESIGN ENGINEER
TYPE OF WORK:
LOCATION:
Ghoston
Scenic
Sce
nic
Scenic
Way
Wile
va
Peed
Melvin
Arnold
Bishopgate Dr.
Pembridge
Doc Arnold
Mt
Vernon
Church
Pleasa
nt
Union
Creedmoor
Shootin
g
Club
Run
Straight-A-Way
AppaloosaRun
Paces
Ferry
Battleview
Perc
hero
n
Dressage Ct.
Keenland Dr.
Trevor Ct.
Rein
Green
Downs
Winterw
oodNorw
ood
Bayleaf
Daventry
Keynes Ct.
OldWarden
GraftonHeartley
Mt
Vernon
Church
Nipper
Vestry W
ay
Byrum
Woods
Mattlyn
Patrie
Kinsdale
Country
North
Carrington
Countrywood
Old
Creedmoor
Rd.
LakefallDr. Gre
at
Woods
Rd.
Lisa Jon Ct.
Norwood Oaks Dr.
St.
Pl.
Pl.
Kristy Cir.
Rd.
Rd.
Rd.
Rd.
Rd.
Rd.
Rd.
Rd.
Rd.
Rd.
Rd.
Tr.
Tr.
Ln.
Ln.
Ln.
London Brid
ge Ct.
Ct.
Ct.
Ken
wick Ct.
Swin
don Ct.
Dr.
Dr.
Dr.
Dr.
Fetlock Dr.
Dr.
Dr.
Dr.
Dr.
Dr.
North F
alls Dr.
Creedm
oor
Rd.
Peed-D
ead
End
John
Allen
Antiq
uity
Rollingw
ood
Bends
of
The
Barto
n
Gloria
Scott
Glen
FourWheel
Dr.
Latty
es
Ln.
Stubble
Field
Dr.
Po
mm
ell D
r.
Rain
dip
per
Pl.
Rd.
Ln.
Ln.
Dr.
Dr.
Dr.
Dr.
Ave.
Overleaf Ct.
Barto
ns
Longacre D
r.
Buck W
allo
w R
d.
Cosm
os Ct.
Liatris Ln.
Fire Pink Way
Old W
ard
en R
d.
Breamore Cir.
Crupper Ct.
Cro
wn Gle
nn Pl.
Cool Pond Rd.
OldCreedm
oor
Rd.
Kinsdale
Dr.
G
H
j
Ple
asant U
nio
n
Ele
m. S
ch.
Green
Tr.
Ct.
Trent Rid
geCt.
Sarato
go
Sprin
gs L
n.
Liberty
Woods L
n.
Castlere
agh
Ln
Kirkby
Ln
Caistor
Ln
Way
Scenic
SmallRidge
Mossy
Ridge
Cre
ek
Creek
Sexto
ns
Glen
Weeping
Glen
Tacketts
Pond
Dr Dr
Ct
Ct
Cr
Settle
rs
Ridge Ln
Ct
Old
Mill
Millstone
Ct
Ct
Ln
Ln
Allensford
Ryto
n Spald
wick
Lobley
Hill
Ct.
Ct.
Tradescant
Egla
nty
ne
WAKE COUNTY
W-5205E
45335.1.5
B.J.UPSHAW, P.E.
55
240002013
PR
OJE
CT
W-5205E
CO
NT
RA
CT
40201020
N
HSIP-0050(13)
45335.2.5 HSIP-0050(13)
45335.3.5 HSIP-0050(13)
ROW
CONST.
DIVISION ENGINEER
J.R. HOPKINS, P.E.
FIFTH DIVISION
T.L.MANN, P.E.
10+00 -L-
BEGIN PROJECT271+00 -L-
END PROJECT
ON NC 50 BETWEEN I-540 AND SR 1831 (OLD CREEDMOOR RD)
GUIDERAIL INSTALLATION
GRADING, GUARDRAIL INSTALLATION AND HIGH TENSION CABLE
D
E0013
0
P.E.
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
PROJECT LENGTH
LETTING DATE:
DESIGN DATAPrepared in the Office of:
DIVISION OF HIGHWAYS2612 N. Duke St., Durham, NC 27704
Canonero Pl.
1908
4267
42664266
1846
1965
1964
1831
1844
1846
1843
42644296
4265
4263
4264
1843
1844
1844
1842
1845
3231
1831
3405
1834
34523453
3493
3492
34943495
3495
4228
3496
1831
3286
3286
3591
3590
3592
3593
35943599
3598
3598
3597
3595
3596
3595
1847
4297
4699
4697
46304631
4632
4634
4633
46354636
4637
4638
4639
4671
4448
4645
4672
4677
4906
4539
45524923
4924
4925
4934
4935
4938
3403
3440
1844
4923
4939
5109
4945
3492
4946
1899
4947
4948
49495119
5119
5120
4947
4969
4976
4976
49755143
4979
49784981
4982
4982
4980
3596
4984
49844985
4984
1846
1846 4992
4995
4995
4993
4994
4997
4996
49984999
4994
4992
4999
5600
5601
5602
5603
5600
5603
56045605
2012 STANDARD SPECIFICATIONS
RIGHT OF WAY DATELength Roadway Project W-5205E = 4.94 Miles
Rd.
NC 50Rd.
-L-
-L-
TO I-540
Creedmoor
LAKEFALLSTO
WAHSPU NEB
10/30/2015
SHEET NUMBER SHEET
1
1A
1B
2
CONVENTIONAL SYMBOLS
SHEET NO.PROJECT REFERENCE NO.
1-AW-5205E
6/2/99
29-
OC
T-2015 16:2
4R:\
Road
way\
Proj\
W5205
E_
Rdy_tsh_1A.d
gn
$$$$
US
ER
NA
ME$$$$
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
4 THRU 16
TMP-1
TYPICAL SECTIONS
PLAN SHEET
TRANSPORTATION MANAGEMENT PLAN
EROSION CONTROL PLANS
CROSS SECTIONSX-1 THRU X-37
EFF. 01-17-2012
REV. 10-30-2012
2012 ROADWAY ENGLISH STANDARD DRAWINGS
The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch -
N. C. Department of Transportation - Raleigh, N. C., Dated January, 2012 are applicable to this project
and by reference hereby are considered a part of these plans:
STD.NO. TITLE
DIVISION 2 - EARTHWORK
200.02 Method of Clearing - Method II
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
DIVISION 8 - INCIDENTALS
862.01 Guardrail Placement
862.02 Guardrail Installation
GENERAL NOTES: 2012 SPECIFICATIONS
EFFECTIVE: 01-17-2012
REVISED: 10-31-2014
CLEARING:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
METHOD II.
SHOULDER CONSTRUCTION:
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01
GUARDRAIL:
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE AT&T, AQUA AMERICA,
TIME WARNER CABLE, PSNC ENERGY, DUKE ENERGY PROGRESS AND
LEVEL 3 COMMUNICATIONS.
AND LIST OF STANDARD DRAWINGS
INDEX OF SHEETS, GENERAL NOTES,
TITLE SHEET
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
SIGNATURE
P.E.
DIVISION FIVE DESIGN
EC-4 THRU EC-16
WAHSPU NEB
10/30/2015
Existing 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
Baseline Control Point
RIGHT OF WAY:
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
Proposed Control of Access
Proposed Right of Way Line
C
F
Existing Easement Line
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;
z
v
W
KProposed 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
}
T
p
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 LineA/G Gas
Above Ground Water Line
Above Ground Sanitary SewerA/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole OF
S3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW
v
v
Drainage 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 Corner
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
WW
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
B
ECM
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
RW
RW
RW
CA
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
04/06/15
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
Proposed Permanent Easement with
Iron Pin and Cap Marker
Proposed Temporary Utility Easement TUE
Iron Pin and Cap Marker
Proposed Right of Way Line with
DUEProposed Permanent Drainage / Utility Easement
AUEProposed Aerial Utility Easement
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
Concrete or Granite R/W Marker
Proposed Right of Way Line with
CA Concrete C/A Marker
Proposed Control of Access Line with
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
INSTALLATION NC 50CABLE GUIDERAILTYPICAL SECTIONS
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
NTS 12 AUG 2015
TLM
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
2A-1
DESIG
N
SITE 10 -L- STA. 198+35.00 TO 201+15.00
SITE 9 -L- STA. 185+95.00 TO 191+80.00
SITE 8 -L- STA. 127+65.00 TO 132+80.00
SITE 4 -L- STA. 38+00.00 TO 41+75.00
SITE 3 -L- STA. 18+55.00 TO 21+80.00
TYPICAL SECTION NO.1
SITE 12 -L- STA. 235+90.00 TO 241+65.00
SITE 8 -L- STA. 132+80.00 TO 133+95.00
SITE 8 -L- STA. 127+25.00 TO 127+65.00
SITE 4 -L- STA. 41+75.00 TO 42+00.00
TYPICAL SECTION NO.3
SITE 14 -L- STA. 268+25.00 TO 270+85.00
SITE 13 -L- STA. 254+50.00 TO 257+40.00
SITE 10 -L- STA. 201+15.00 TO 201+45.00
SITE 10 -L- STA. 197+80.00 TO 198+35.00
SITE 7 -L- STA. 107+90.00 TO 110+77.00
SITE 6 -L- STA. 97+00.00 TO 102+35.00
SITE 3 -L- STA. 21+80.00 TO 22+75.00
SITE 2 -L- STA. 10+50.00 TO 14+35.00
TYPICAL SECTION NO.2
EXIST EXIST
EXIST
TYPICAL SECTION NO. 2
EX.
EXIST EXIST
TYPICAL SECTION NO. 3
EX.
TYPICAL SECTION NO.1
EXIST
EXIST EXIST
EXIST
EXIST
EXIST EXIST
EXIST
EXISTEXIST
-L-
-L-
-L-
EOT EOT
EOTEOT
EOTEOT
TO 1.5’
VAR 0.0’
TO 1.5’
VAR 0.0’
TO 1.5’
VAR 0.0’
TO 1.5’
VAR 0.0’
HIGH TENSION CABLE GUIDERAIL
2:12:1
2:12:1
2:12:1
TO 6.5’
VAR 4.0’
TO 6.5’
VAR 4.0’
TO 6.5’
VAR 3.5’
TO 6.5’
VAR 5.0’
.08.08
.08
.08
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
WAHSPU NEB
10/30/2015
SITE 11 -L11- STA. 13+95.00 TO 18+95.00
TYPICAL SECTION NO.4
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
NTS 12 AUG 2015
TLM
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
2A-2
DESIG
N
INSTALLATION NC 50GUARDRAIL
TYPICAL SECTION
TYPICAL SECTION NO. 4
VAR
-L11-
EX EX
EOT EOT
3.0’
13.0’
2:1.08
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
WAHSPU NEB
10/30/2015
LENGTH WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
SURVEY
LINEBEG. STA. END STA. LOCATION
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
-L-
GRAND TOTAL
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
- - - - - - - - - -
10+50.00 14+35.00 RT.
385.0
282.5
13+50.0011+15.00 30 2
NNorth
SITE TOTALS
NO
RT
H F
AL
LS
DR.
MA
TT
LY
N
CT.
NC 50GUIDERAIL INSTALLATION
SITE 2 CABLE
CABLE GUIDERAIL SUMMARY
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUIDERAIL.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUIDERAIL TO END OF GUIDERAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUIDERAIL.
EOTCABLE
385 4.0 1.045
-102.5DEDUCTIONS FOR ANCHORS 2 ANCHOR UNITS @ 51.25’
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
40’=1" 12 AUG 2015
TLM
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
4
DESIG
N
4.5 1.5
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
10
15
-L- Sta. 10+00.00
BEGIN PROJECT
WAHSPU NEB
<--
EXIS
TIN
G 18" R
CP
HHC <---
EXISTING 15" HDPE PIPE
EIP
BM 1982 PG 1038
DB 4949 PG 527
EMILY STEADMAN
HARVEY C &
BM 1972 PG 312
DB 10493 PG 370
PATRICIA CLYMER
RONALD J &MB 1983 PG 516
DB 6071 PG 601
ANN JAGGER
GRAHAM ALAN &
BM 1982 PG 1039
DB 11298 PG 2578
VERA B KEITH
JACK D &
BM 1972 PG 312
DB 2700 PG 626
JOHN WILLIAM SCOTT
T
HH
T
C
C
HH
10/30/2015
NNorth
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
40’=1" 12 AUG 2015
TLM
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
5
DESIG
N
LENGTH WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
SURVEY
LINEBEG. STA. END STA. LOCATION
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
-L-
GRAND TOTAL
- - 2
18+55.00 22+75.00 RT. 420.0
745.0
21+50.0019+50.00 15 2
SITE TOTALS
CABLE GUIDERAIL SUMMARY
EOTCABLE
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUIDERAIL.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUIDERAIL TO END OF GUIDERAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUIDERAIL.
-L- 18+55.00 21+80.00 LT. 325.0
DEDUCTIONS FOR ANCHORS 4 ANCHOR UNITS @ 51.25’ -205.0
540.0
20+55.00 19+80.00
--
- -
4.0
4.0
NC 50
GUIDERAIL INSTALLATION
SITE 3 CABLE
0.54.0 - 5.5
4.0 - 5.5
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
20
WAHSPU NEB
3’ X 3’ R
CB
C
T
<--
18" R
CP
DB 13764 PG 665
SHEILA JANE PATETRSON
ROD L &
DB 14925 PG 1369
MTG COMPANY
FEDERAL HOME LOAN
BM 1996 PG 1515
DB 8502 PG 2538
NALLNI J SHAH
JAGDISH M &DB 8134 PG 2304
DARLENE GORE BROOKS
JEFFEREY C &
DB 9619 PG 779
MIDRED T COOPER
ROBERT M &
DB 9150 PG 1687
GEORGE DAVID NOVOTNY
T
10/30/2015
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
40’=1" 12 AUG 2015
TLM
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
6
DESIG
N
NNorth
LENGTH WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
SURVEY
LINEBEG. STA. END STA. LOCATION
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
-L-
GRAND TOTAL
DEDUCTIONS FOR ANCHORS 2 GRAU @ 50 -205
- - 2
38+00.00 41+75.00 RT. 40+50.0039+25.00 - - 2
SITE TOTALS
CABLE GUIDERAIL SUMMARY
EOTCABLE
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUIDERAIL.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUIDERAIL TO END OF GUIDERAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUIDERAIL.
-L- 38+00.00 42+00.00 LT.
375
400
775
570
40+75.00 39+25.00
4.5
4.0 5.5
- -
- -
NC 50
GUIDERAIL INSTALLATION
SITE 4 CABLE
4.5 - 6.0
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
40
WAHSPU NEB
4’ X 5’ R
CB
C
T TT
T
BM 1984 PG 1606
DB 9172 PG 388
GRANT S HESTON
BM 1984 PG 1606
DB 5348 PG 880
LUCY S BARNHILL
CURTIS A &
BM 1996 PG 1515
DB 13313 PG 1906
MICHAEL L HILL
WENDY S &
BM 1996 PG 1515
DB 8609 PG 1182
LESTER MAXWELL GREENE III
BM 1984 PG 1606
DB 4737 PG 340
DEBORAH P CASSEL
ARTHUR ROBERT &
T T T
HH
10/30/2015
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
40’=1" 12 AUG 2015
TLM
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
7
DESIG
N
NNorth
NC 50
GUIDERAIL INSTALLATION
SITE 6 CABLE
LENGTH WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
SURVEY
LINEBEG. STA. END STA. LOCATION
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
-L-
GRAND TOTAL
- - - - - - - - - -
97+00.00 RT.
535.0
432.5
97+60.00 2
SITE TOTALS
CABLE GUIDERAIL SUMMARYFLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUIDERAIL TO END OF GUIDERAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUIDERAIL.
EOTCABLE
535 3.5 0 -
-102.5DEDUCTIONS FOR ANCHORS 2 ANCHOR UNITS @ 51.25’
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUIDERAIL.
102+35.00 101+10.00 3.5 - 5.0 2
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
60
WAHSPU NEB
DRIV
E
CO
NC
DRIV
E
CO
NC
3’ X 4’ R
CB
CT T
DRIV
E
GR
AV
EL
MB 1981PG326
DB 10579 PG 1017
CREEDMOOR LAND LLC
BM 1985 PG 85
DB 6131 PG 156
JOY C MABELLOS
JESSE CAMARAO &
BM 1985 PG 85
DB 12051 PG 1402
STEPHEN M KING
TT
10/30/2015
NNorth
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
40’=1" 12 AUG 2015
TLM
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
8
DESIG
N
LENGTH WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
SURVEY
LINEBEG. STA. END STA. LOCATION
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
-L-
GRAND TOTAL
DEDUCTIONS FOR ANCHORS 2 GRAU @ 50
- - - - - - - - - -
RT.
184.5
75 2
SITE TOTALS
CABLE GUIDERAIL SUMMARY
EOTCABLE
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUIDERAIL.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUIDERAIL TO END OF GUIDERAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUIDERAIL.
107+90.00 110+77.00 287
287
102.5
108+56.00 109+52.00 5.0 6.5 - -
NC 50
GUIDERAIL INSTALLATION
SITE 7 CABLE
2.5
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
110
WAHSPU NEB
3’ X 4’ R
CB
C
15" R
CP
->
DB 2070 PG 124
RAE B WILLIAMS
J CRAWFORD &
BM 2004 PG 2248
DB 10579 PG 1017
CREEDMOOR LAND LLC
DB10579 PG
CREEDMOOR LAND LLC
C
10/30/2015
NNorth
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
40’=1" 12 AUG 2015
TLM
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
9
DESIG
N
LENGTH WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
SURVEY
LINEBEG. STA. END STA. LOCATION
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
-L-
GRAND TOTAL
127+25.00 - -
RT. 2
SITE TOTALS
CABLE GUIDERAIL SUMMARY
EOTCABLE
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUIDERAIL.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUIDERAIL TO END OF GUIDERAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUIDERAIL.
-L-
127+65.00 132+80.00
133+95.00 LT.
515
670
1185
980
205
128+90.00 132+50.00
128+50.00
5.0
5.0
- - --
2
DEDUCTIONS FOR ANCHORS 4 ANCHOR UNITS @ 51.25
NC 50
GUIDERAIL INSTALLATION
SITE 8 CABLE
132+70.00 - -5.5 - 6.5
5.5 - 6.5
MA
TC
HLIN
E -L- STA. 13
2+
00.0
0
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
130
BM 1995 PG 398
DB 6476 PG 291
HELEN H HINTON
MICHAEL J &
BM 1979 PG 702
DB 11536 PG 801
DELORES MARIE STEINHAUER
BM 2011 PG 1035
DB 14606 PG 2654
MANS LLC
WAHSPU NEB
DRIV
E
CO
NC
RE
TE
9’ X 8’ R
CB
C
WOODEN FENCE
10/30/2015
NNorth
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
40’=1" 12 AUG 2015
TLM
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
10
DESIG
N
NC 50
GUIDERAIL INSTALLATION
SITE 8 CABLE
MA
TC
HLIN
E -L- STA. 13
2+
00.0
0
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
BM 1979 PG 702
DB 14643 PG 483
FELISA D METCALF
KYLE M &
BM 1994 PG 215
DB 6003 PG 321
CAROLYN M WALKER
JEFFREY WAYNE &
BM 1979 PG 702
DB 7833 PG 91
JENNIFER HEIDORN
BRIAN D &
WAHSPU NEB
DRIV
E
GR
AV
EL
<---18" RCP
308.5
4
10/30/2015
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
40’=1" 12 AUG 2015
TLM
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
11
DESIG
N
NNorth
LENGTH WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
SURVEY
LINEBEG. STA. END STA. LOCATION
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
-L-
GRAND TOTAL
-205
30 1 2
RT. - - 2
SITE TOTALS
CABLE GUIDERAIL SUMMARY
EOTCABLE
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUIDERAIL.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUIDERAIL TO END OF GUIDERAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUIDERAIL.
-L- 185+95.00 191+80.00
191+80.00185+95.00
LT.
585
585
1170
965
DEDUCTIONS FOR ANCHORS 4 ANCHOR UNITS @ 51.25
NC 50
GUIDERAIL INSTALLATION
SITE 9 CABLE
187+20.00 191+00.00
187+20.00191+00.00 4.5
4.0 30 1
- -
4.0 - 4.5
4.5 - 5.0
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
190
BM 2003 PG 213
DB 13305 PG 223
NATASHA McMILLAN THOMAS
BM 2003 PG 213
DB 14641 PG 56
HSBC BANK
DB 13532 PG 388
JUDY K LATTA
DB 7550 PG 470
SUSAN A CURRIN
MARK D &DB 19322 PG 57
EVERETTE A ROBBINS
BERTITA RAY &
WAHSPU NEB
6’ X 5’ R
CB
C
18" CMP--->
<---18" RCP
TT
T
10/30/2015
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
40’=1" 22 JAN 2014
CAH
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
12
DESIG
N
NNorth
LENGTH WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
SURVEY
LINEBEG. STA. END STA. LOCATION
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
-L-
GRAND TOTAL
-205
- - 2
RT. - 2
SITE TOTALS
CABLE GUIDERAIL SUMMARY
EOTCABLE
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUIDERAIL.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUIDERAIL TO END OF GUIDERAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUIDERAIL.
-L-
197+80.00 201+45.00
198+35.00 201+15.00 LT. 280
365
645
440
DEDUCTIONS FOR ANCHORS 4 ANCHOR UNITS @ 51.25
198+35.00 200+20.00
199+90.00 198+50.00 5.0
4.0 - -
NC 50
GUIDERAIL INSTALLATION
CABLESITE 10
NCDOT R/W
-
30 1
4.0 - 5.5
6.0 - 6.5
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
200
WAHSPU NEB
18" CMP--->DRIV
EG
RA
VE
L
DRIV
EG
RA
VE
L6’ X 5’ R
CB
C
DB 2473 PG 399MARTHA C MOORE IIIJOSEPH C &
NCDOT R/W
NCDOT R/W
MB 1992 PG 448
DB 14231 PG 1231
MICHAEL BRANDON PATRICK
DB 12150 PG 962
ANNE M MOOREGENE H HENDERSON &
TT
10/30/2015
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
40’-1" 12 AUG 2015
TLM
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
14
DESIG
N
NNorth
LENGTH WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
SURVEY
LINEBEG. STA. END STA. LOCATION
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
-L-
GRAND TOTAL
DEDUCTIONS FOR ANCHORS 2 GRAU @ 50
- - - - - - - - - -
LT.
472.5
- - 2
SITE TOTALS
CABLE GUIDERAIL SUMMARY
EOTCABLE
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUIDERAIL.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUIDERAIL TO END OF GUIDERAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUIDERAIL.
NC 50
GUIDERAIL INSTALLATION
SITE 12 CABLE
235+90.00 575
575
-102.5
240+40.00 236+75.00 5.0241+65.00 5.0 - 5.5 120.0 4.0
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
240
WAHSPU NEB
DRIV
EG
RA
VE
L
DRIV
EG
RA
VE
L
7’ X 4’ R
CB
C
DB 2977 PG 392
CLEMENTINE WALKERMARY &
DB 2906 PG 119
DESSIE STEWARTCLOVINIA &
DB 2795 PG 438
ELNORA I ASHORDJULIA JENKINS SIMMONS &
BM 2011 PG 544DB 14257
PAGE 90CREEDMOOR RETAIL LLC
T
HH
10/30/2015
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
40’=1" 12 AUG 2015
TLM
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
15
DESIG
N
NNorth
LENGTH WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
SURVEY
LINEBEG. STA. END STA. LOCATION
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
-L-
GRAND TOTAL
- - - - - - - - - -
RT.
187.5
- - 2
SITE TOTALS
CABLE GUIDERAIL SUMMARY
EOTCABLE
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUIDERAIL.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUIDERAIL TO END OF GUIDERAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUIDERAIL.
254+50.00 257+40.00 290
290
-102.5
255+12.00 256+90.00 -
DEDUCTIONS FOR ANCHORS 2 ANCHOR UNITS @ 51.25
NC 50
GUIDERAIL INSTALLATION
SITE 13 CABLE
4.0 -4.5 - 6.0
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
255
PC
C Sta. 2
57+99.4
7
WAHSPU NEB
5’ X 5’ R
CB
CT
DRIV
E
GR
AV
EL
TDRIV
E
GR
AV
EL
DB 11299 PG 2605
CATHERINE CAWTHORNE
W GRAHAM &
BM 2006 PG 371
DB 12750 PG 1888
CATHERINE CAWTHORNE
W GRAHAM &
BM 1980 PG 39
DB 12860 PG 2211
TIMOTHY J McGILTON
GORDON R &
BM 1992 PG 852
DB 2483 PG 441
BRENDA R BARBEE
BM 1992 PG 852
PIN 0891287505
BRENDA RAY BARBEE DB 5059 PG 161
BRENDA RAY BARBEE
HH
THH
10/30/2015
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
SIGNATURE
P.E.
W-5205E
40’=1" 12 AUG 2015
TLM
BJU
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DIVISION FIVE DESIGN
16
DESIG
N
NNorth
LENGTH WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
SURVEY
LINEBEG. STA. END STA. LOCATION
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
-L-
GRAND TOTAL
- - - - - - - - - -
RT.
157.5
- - 2
SITE TOTALS
CABLE GUIDERAIL SUMMARY
EOTCABLE
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUIDERAIL.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUIDERAIL TO END OF GUIDERAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUIDERAIL.
NC 50
GUIDERAIL INSTALLATION
SITE 14 CABLE
268+25.00 270+85.00 260
260
269+50 269+90 5.0 5.5 -
102.5DEDUCTIONS FOR ANCHORS 2 ANCHOR UNITS @ 51.5
-
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
270
-L- Sta. 271+00.00
END PROJECT
WAHSPU NEB
DRIV
E
GR
AV
EL
--->
24" R
CP
---> 12" HDPE
EIP
BM 1988 PG 79
DB 5059 PG 163
JEAN RAY HARRISON
DB 10462 PG 1584
AROLYN THOMAS HEIGHT
ALBERT C &
PIN 0891293733
WILLIAM STEVEN RAY
T
10/30/2015
NC 50
GUARDRAIL INSTALLATION
SITE 11
LENGTH
SHOP
CURVED
DOUBLE
FACED
WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
STRAIGHT
SURVEY
LINEBEG. STA. END STA. LOCATION
GRAU
350M-350 CAT-1
PROJECT TOTALS
GRAND TOTAL
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.
G = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
GUARDRAIL SUMMARY
-50
- - - - -
LT. - - 1
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
--- - - - - - -
-11A- 13+95.00 18+95.00
DEDUCTIONS FOR ANCHORS 1 GRAU @ 50
15018+56.00 15+20.00
NNorth
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
DIVISION 05
SIGNATURE
P.E.
W-5205E
40’=1" 31 AUG 2015
TLM
BJU
WAKE COUNTY
DIVISION FIVE DESIGN
13
EOT
10415
500
450
TIE TO EXISTING GUARDRAIL AT STA. 18+9585 10.5
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
-L11- STA. 18+46 TO STA. 18+95
REMOVE APPROXIMATELY 49’ OF GUARDRAIL
REMOVE ANCHOR UNIT -L11- STA. 18+46
PI Sta 16+24.56
D
L = 232.34’
T = 149.36’
R = 145.47’
PI Sta 17+85.01
D
L = 154.89’
T = 77.47’
R = 2,490.29’
PC Sta. 14
+75.19
15
PRC Sta. 17+07.54
PT Sta. 18+62.43
AND ANCHOR UNIT
REMOVE EXISTING GUARDRAIL
WAHSPU NEB
--->
--->
18" R
CP 36" R
CP
---> 18" CMP
BM 1992 PG 840
PIN 0891236
842C/O RUTH RAYRAY ALBERT HEIRS
DB 2473 PG 399MARTHA C MOORE IIIJOSEPH C &
10/30/2015
STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
PR
OJE
CT:
STATE OF NORTH CAROLINADIVISION OF HIGHWAYS
TMP-1
SHEET NO.
TRANSPORTATION MANAGEMENT PLAN
45335.3.5
W-5205E
W-5205E
WAKE COUNTY
ROADWAY STANDARD DRAWINGS
GENERAL NOTES
HSIP-0050(13)
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
B) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
LANE AND SHOULDER CLOSURE REQUIREMENTS
NC 50 MONDAY THRU FRIDAY 6 AM TO 9 AM AND 3 PM TO 7 PM
ROAD NAME DAY AND TIME RESTRICTIONS
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
TIME RESTRICTIONS
OR DIRECTED BY THE ENGINEER.
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
ENGINEER.
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
1262.01 GUARDRAIL END DELINEATION
1261.02 GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING
1261.01 GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING
1180.01 SKINNY-DRUM
FLAGGING DEVICES1150.01
CONES1135.01
DRUMS 1130.01
1115.01 FLASHING ARROW BOARDS
1110.02 PORTABLE WORK ZONE SIGNS
STATIONARY WORK ZONE SIGNS1110.01
TRAFFIC CONTROL DESIGN TABLES1101.11
TEMPORARY SHOULDER CLOSURES1101.04
TEMPORARY LANE CLOSURES1101.02
WORK ZONE WARNING SIGNS1101.01
STD.NO. TITLE
CONSIDERED A PART OF THESE PLANS:
DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" -
ROADWAY STANDARD DRAWINGS
REV. SEPTEMBER 2011
REQUIREMENTS.
1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL
REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS
10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY
AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT,
L) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK
TRAFFIC PATTERN.
K) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
(3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
J) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
POSTED SPEED LIMITS LESS THAN 45 MPH.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
I) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT EDGE DROP OFF REQUIREMENTS
H) PROVIDE TRAFFIC CONTROL FOR APPROPRIATE LANE CLOSURES FOR SURVEYING.
FROM THE BEGINNING OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE.
G) DO NOT INSTALL MORE THAN 500 FEET OF LANE CLOSURE ON NC 50 MEASURED
WITH GUARDRAIL OR BARRIER.
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
F) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR
THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED
OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO
E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
BARRIER OR GUARDRAIL.
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
BARRIER OR GUARDRAIL.
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN
D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
W-5205E
1"=40’ 9/9/2015
D DAVIS
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
EC-4
DESIG
N
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type BTSD
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-B
TSD
Std. # Description Symbol
Temporary Berms and Slope Drains
1630.031630.05
1605.01
1622.01
1630.02
1633.01
1634.02
1635.01
1632.03
Rock Pipe Inlet Sediment Trap Type-A
1606.01 Special Sediment Control Fence
Rock Inlet Sediment Trap Type C
Wattle
1630.06 Special Stilling Basin
Matting and Polyacrylamide (PAM)Temporary Rock Silt Check Type-A with
Wattle with Polyacrylamide (PAM)
1633.02
N
NO
RT
H F
AL
LS
DR.
MA
TT
LY
N
CT.
NC 50GUIDERAIL INSTALLATION
SITE 2 CABLE
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
DESIG
N
10
15
-L- Sta. 10+00.00
BEGIN PROJECT
<--
EXIS
TIN
G 18" R
CP
HHC <---
EXISTING 15" HDPE PIPE
EIP
BM 1982 PG 1038
DB 4949 PG 527
EMILY STEADMAN
HARVEY C &
BM 1972 PG 312
DB 10493 PG 370
PATRICIA CLYMER
RONALD J &MB 1983 PG 516
DB 6071 PG 601
ANN JAGGER
GRAHAM ALAN &
BM 1982 PG 1039
DB 11298 PG 2578
VERA B KEITH
JACK D &
BM 1972 PG 312
DB 2700 PG 626
JOHN WILLIAM SCOTT
T
HH
T
C
C
HH
300 PREOI
900 PR
600 PR
216 STR
432 STR
200 PR
200 PR
600 PR
200
PR
EIP
<-----P
LA
STIC
EN
DS
WIT
H
15" H
DP
E
EIP
BM 1982 PG 1038
DB 4949 PG 527
EMILY STEADMAN
HARVEY C &
BM 1972 PG 312
DB 10493 PG 370
PATRICIA CLYMER
RONALD J &MB 1983 PG 516
DB 6071 PG 601
ANN JAGGER
GRAHAM ALAN &
BM 1982 PG 1039
DB 11298 PG 2578
VERA B KEITH
JACK D &
BM 1972 PG 312
DB 2700 PG 626
JOHN WILLIAM SCOTT
245
359.4
8
HHC <---
2367.9
1
EXISTING 15" HDPE PIPE
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
W-5205E
DIVISION FIVE DESIGN UNIT
COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
EC-5
DESIG
N
N
NC 50
GUIDERAIL INSTALLATION
SITE 3 CABLE
20
3’ X 3’ R
CB
C
T
<--
18" R
CP
DB 13764 PG 665
SHEILA JANE PATETRSON
ROD L &
DB 14925 PG 1369
MTG COMPANY
FEDERAL HOME LOAN
BM 1996 PG 1515
DB 8502 PG 2538
NALLNI J SHAH
JAGDISH M &DB 8134 PG 2304
DARLENE GORE BROOKS
JEFFEREY C &
DB 9619 PG 779
MIDRED T COOPER
ROBERT M &
DB 9150 PG 1687
GEORGE DAVID NOVOTNY
T25 PR
600 PR
900 PR
200 PR200 PR 432 STR
216 STR
SVC
EIP
EIP
EIP3’ X 3’ R
CB
C
TF
O
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
W-5205E
1"=40’ 9/10/2015
D DAVIS
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
EC-6
DESIG
N
NC 50GUIDERAIL INSTALLATION
SITE 4 CABLE
N
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
030459
40
WAHSPU NEB
4’ X 5’ R
CB
C
T TT
T
BM 1984 PG 1606
DB 9172 PG 388
GRANT S HESTON
BM 1984 PG 1606
DB 5348 PG 880
LUCY S BARNHILL
CURTIS A &
BM 1996 PG 1515
DB 13313 PG 1906
MICHAEL L HILL
WENDY S &
BM 1996 PG 1515
DB 8609 PG 1182
LESTER MAXWELL GREENE III
BM 1984 PG 1606
DB 4737 PG 340
DEBORAH P CASSEL
ARTHUR ROBERT &
T T T
HH
216 STR
432 STR200 PR
900 PR
200 PR
600 PR
200 PR
600 PR
200 PR
900 PR200 PR
432 STR
432 STR
EIP
4’ X 5’ R
CB
C
4X5
4X5
4X5
T TT
T
EIP
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
W-5205E
1"=40’ 9/10/2015
D DAVIS
DIVISION FIVE DESIGN UNIT
COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
EC-7
DESIG
N
DRIV
E
CO
NC
DRIV
E
CO
NC
3’ X 4’ R
CB
CT T
EO
P
EO
P
TV
DRIV
E
GR
AV
EL
N
NC 50
GUIDERAIL INSTALLATION
SITE 6 CABLE
DRIV
E
CO
NC
DRIV
E
CO
NC
3’ X 4’ R
CB
CT T
DRIV
E
GR
AV
EL
MB 1981PG326
DB 10579 PG 1017
CREEDMOOR LAND LLC
BM 1985 PG 85
DB 6131 PG 156
JOY C MABELLOS
JESSE CAMARAO &
BM 1985 PG 85
DB 12051 PG 1402
STEPHEN M KING
TT
600 PR
4 " STL
12 " PVC
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
W-5205E
1"=40’ 9/11/2015
D DAVIS
DIVISION FIVE DESIGN UNIT
COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
EC-8
DESIG
N
N
NC 50
GUIDERAIL INSTALLATION
SITE 7 CABLE110
3’ X 4’ R
CB
C
15" R
CP
->
DB 2070 PG 124
RAE B WILLIAMS
J CRAWFORD &
C4 " STL
600 PR
36 PR 600 PR36 PR
4 " STL
12 " PVC (DATUR)
12 " PVC (DATUR)
3’ X 4’ R
CB
C
EIP EIP
EIP
T
BE
NT
15" R
CP
->
DB 2070 PG 124
RAE B WILLIAMS
J CRAWFORD &
BM 2004 PG 2248
DB 10579 PG 1017
CREEDMOOR LAND LLC
DB10579 PG
CREEDMOOR LAND LLC
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
W-5205E
1"+40’ 9/10/2015
D DAVIS
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
EC-9
DESIG
N
DRIV
E
CO
NC
RE
TE
BO
X
EIP
9’ X 8’ R
CB
C
638
300.5
1
WOODEN FENCE
3’
N
NC 50
GUIDERAIL INSTALLATION
SITE 8 CABLE
MA
TC
HLIN
E -L- STA. 13
2+
00.0
0
130
BM 1995 PG 398
DB 6476 PG 291
HELEN H HINTON
MICHAEL J &
BM 1979 PG 702
DB 11536 PG 801
DELORES MARIE STEINHAUER
BM 2011 PG 1035
DB 14606 PG 2654
MANS LLC
DRIV
E
CO
NC
RE
TE
9’ X 8’ R
CB
C
WOODEN FENCE
4 " STL
36 PR600 PR
25 PR
SVC
12 " PVC (DATUR)
12 " PVC (DATUR)
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
W-5205E
1"=20’ 9/10/2015
D DAVIS
DIVISION FIVE DESIGN UNIT
COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
EC-10
DESIG
N
N
NC 50
GUIDERAIL INSTALLATION
SITE 8 CABLE
MA
TC
HLIN
E -L- STA. 13
2+
00.0
0
BM 1979 PG 702
DB 14643 PG 483
FELISA D METCALF
KYLE M &
BM 1994 PG 215
DB 6003 PG 321
CAROLYN M WALKER
JEFFREY WAYNE &
BM 1979 PG 702
DB 7833 PG 91
JENNIFER HEIDORN
BRIAN D &
DRIV
E
GR
AV
EL
<---18" RCP
308.5
4
36 PR600 PR
25 PR4 " STL12 " PVC (DATUR)
DRIV
E
GR
AV
EL
EIP
<---18" RCP
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
W-5205E
1"=40’ 9/10/2015
D DAVIS
DIVISION FIVE DESIGN UNIT
COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
EC-11
DESIG
N
EIP
EIP
EIP
EIP
18" CMP--->
<---18" RCP
TT
BM 2003 PG 213
DB 13305 PG 223
NATASHA McMILLAN THOMAS
BM 2003 PG 213
DB 14641 PG 56
HSBC BANK
DB 13532 PG 388
JUDY K LATTA
DB 7550 PG 470
SUSAN A CURRIN
MARK D &DB 19322 PG 57
EVERETTE A ROBBINS
BERTITA RAY &
N
NC 50
GUIDERAIL INSTALLATION
SITE 9 CABLE
190
6’ X 5’ R
CB
C
18" CMP--->
<---18" RCP
TT
TEOI
24 STR
150 PR
600 PR
24 STR
150 PR
12 " PVC 12 " PVC
NC 50
GUIDERAIL INSTALLATION
CABLESITE 10
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
W-5205E
1"=20’ 9/14/2015
D DAVIS
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
EC-12
DESIG
N
18" CMP--->DRIV
EG
RA
VE
L
BO
X
DRIV
EG
RA
VE
L6’ X 5’ R
CB
C
DB 2473 PG 399MARTHA C MOORE IIIJOSEPH C &
NCDOT R/W
NCDOT R/W
MB 1992 PG 448
DB 14231 PG 1231
MICHAEL BRANDON PATRICK
DB 12150 PG 962
ANNE M MOOREGENE H HENDERSON & N
200
18" CMP--->DRIV
EG
RA
VE
L
DRIV
EG
RA
VE
L6’ X 5’ R
CB
C
TT
24 STR
600 PR
24 STR
25 P
R
25 PR
600 PR
SV
C
12 " PVC 12 " PVC
NC 50
GUARDRAIL INSTALLATION
SITE 11
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
W-5205E
1"=20’ 9/14/2015
D DAVIS
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
EC-13
DESIG
N
WIR
E FENCE
T
T
---> 18" CMP
R/
W
R/
W
273
367.0
2
GU
AR
DR
AIL
BM 1992 PG 840
PIN 0891236
842C/O RUTH RAYRAY ALBERT HEIRS
DB 2473 PG 399MARTHA C MOORE IIIJOSEPH C &
N
PI Sta 16+24.56
D
L = 232.34’
T = 149.36’
R = 145.47’
PI Sta 17+85.01
D
L = 154.89’
T = 77.47’
R = 2,490.29’
PC Sta. 14
+75.19
15
PRC Sta. 17+07.54
PT Sta. 18+62.43
AND ANCHOR UNIT
REMOVE EXISTING GUARDRAIL
--->
--->
18" R
CP 36" R
CP
---> 18" CMP
24 S
TR
NC 50
GUIDERAIL INSTALLATION
SITE 12 CABLE
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
W-5205E
1"=20’ 9/14/2015
D DAVIS
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
EC-14
DESIG
N
N
240
DRIV
EG
RA
VE
L
DRIV
EG
RA
VE
L
7’ X 4’ R
CB
C
T
HH
24 STR
100 PR
400 PR
12 STR DRIV
EG
RA
VE
L
DRIV
EG
RA
VE
L
7’ X 4’ R
CB
C
EIP
DB 2977 PG 392
CLEMENTINE WALKERMARY &
DB 2906 PG 119
DESSIE STEWARTCLOVINIA &
DB 2795 PG 438
ELNORA I ASHORDJULIA JENKINS SIMMONS &
BM 2011 PG 544DB 14257
PAGE 90CREEDMOOR RETAIL LLC
NC 50
GUIDERAIL INSTALLATION
SITE 13 CABLE
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
W-52505E
1"=20’ 9/14/2015
D DAVIS
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
EC-16
DESIG
N
5’ X 5’ R
CB
CT--->
24" CMP
EIP
DRIV
E
GR
AV
EL
EIP
TDRIV
E
GR
AV
EL
DB 11299 PG 2605
CATHERINE CAWTHORNE
W GRAHAM &
BM 2006 PG 371
DB 12750 PG 1888
CATHERINE CAWTHORNE
W GRAHAM &
BM 1980 PG 39
DB 12860 PG 2211
TIMOTHY J McGILTON
GORDON R &
BM 1992 PG 852
DB 2483 PG 441
BRENDA R BARBEE
BM 1992 PG 852
PIN 0891287505
BRENDA RAY BARBEE DB 5059 PG 161
BRENDA RAY BARBEE
N
255
5’ X 5’ R
CB
CT
DRIV
E
GR
AV
EL
TDRIV
E
GR
AV
EL
HH
THH
EOI
24 STR
12 STR
400 PR50 PR
50 PR
400 PR
SV
C
NC 50
GUIDERAIL INSTALLATION
SITE 14 CABLE
SHEET NO.PROJECT REFERENCE NO.
REVIEWED BY:
REVIEWED BY:
PREPARED BY:
DATE:SCALE:
REVISIONS INIT. DATE
N.C. DEPARTMENT of TRANSPORTATION
DIVISION of HIGHWAYS
DIVISION 05
W-5205E
1"=20’ 9/14/2015
D DAVIS
DIVISION FIVE DESIGN UNIT
WAKE COUNTY
DE
PA
RT
M
EN
T OF TRANS
PO
RT
AT
IO
N
ST
AT
E
OF
NORTH CA
R
OLI
NA
DI
VI
S
IO
N O F
HI
G
HW
AY
S
DI
VI
SIO
N
UNI
T
DIVISION FIV
E
EC-16
DESIG
N
N
270
DRIV
E
GR
AV
EL
--->
24" R
CP
---> 12" HDPE
EIP
T
50 PR 50 PR
DRIV
E
GR
AV
EL
--->
24" R
CP
---> 12" HDPE
EIP
BM 1988 PG 79
DB 5059 PG 163
JEAN RAY HARRISON
DB 10462 PG 1584
AROLYN THOMAS HEIGHT
ALBERT C &
PIN 0891293733
WILLIAM STEVEN RAY
00
00
55
55
1010
1010
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8/23/99
PROJ. REFERENCE NO. SHEET NO.0
360 360
365 365
355 355
10+50.00
355 355
360 360
365 365
370 370
350 350
11+00.00
350 350
355 355
360 360
365 365
370 370
345 345
11+50.00
355 355
360 360
365 365
370 370
350 35012+00.00
X-1W-5205E
-L2-
2.5 5
362.982:1
363.81
364.72
365.62
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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8/23/99
PROJ. REFERENCE NO. SHEET NO.0
355 355
360 360
365 365
370 370
350 350
12+50.00
360 360
365 365
370 370
355 35513+00.00
365 365
370 370
375 375
360 36013+50.00
365 365
370 370
375 375
360 360
14+00.00
X-2W-5205E
-L2-
2.5 5
366.74
367.90
368.96
369.93
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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PROJ. REFERENCE NO. SHEET NO.0
365 365
370 370
375 375
380 380
385 385
390 390
395 395
360 360
19+00.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
350 350
19+50.00
X-3W-5205E
-L3-
2.5 5
-
379.91
-
380.922:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
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4040
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PROJ. REFERENCE NO. SHEET NO.0
355 355
360 360
365 365
370 370
375 375
380 380
385 385
350 350
20+00.00
370 370
375 375
380 380
385 385
390 390
365 365
20+50.00
375 375
380 380
385 385
390 390
370 370
21+00.00
X-4W-5205E
-L3-
2.5 5
-
382.02
2:1
-
383.75
2:1
-
385.962:12:
1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
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W5205
E_
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8/23/99
PROJ. REFERENCE NO. SHEET NO.0
380 380
385 385
390 390
395 395
375 37521+50.00
385 385
390 390
395 395
380 38022+00.00
390 390
395 395
400 400
385 38522+50.00
X-5W-5205E
-L3-
2.5 5
-
388.232:12:
1
-
390.63
2:1
-
393.19
2:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
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8/23/99
PROJ. REFERENCE NO. SHEET NO.0
380 380
385 385
390 390
395 395
375 37538+00.00
380 380
385 385
390 390
375 37538+50.00
380 380
385 385
375 375
39+00.00
X-6W-5205E
-L4-
2.5 5
380.312:1 2:1
381.01
381.68
00
00
55
55
1010
1010
1515
1515
2020
2020
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2525
3030
3030
3535
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E_
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8/23/99
PROJ. REFERENCE NO. SHEET NO.0
365 365
370 370
375 375
380 380
385 385
360 360
39+50.00
365 365
370 370
375 375
380 380
385 385
390 390
360 360
40+00.00
X-7W-5205E
-L4-
2.5 5
382.392:1 2:1
383.482:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
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3030
3030
3535
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8/23/99
PROJ. REFERENCE NO. SHEET NO.0
370 370
375 375
380 380
385 385
390 390
365 365
40+50.00
380 380
385 385
390 390
375 37541+00.00
385 385
390 390
380 38041+50.00
385 385
390 390
395 395
380 38042+00.00
X-8W-5205E
-L4-
2.5 5
384.91
2:1
386.242:1 2:1
387.512:1 2:1
388.912:1
00
00
55
55
1010
1010
1515
1515
2020
2020
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PROJ. REFERENCE NO. SHEET NO.0
290 290
295 295
300 300
305 305
285 285
97+00.00
285 285
290 290
295 295
300 300
280 28097+50.00
280 280
285 285
290 290
295 295
300 300
275 27598+00.00
280 280
285 285
290 290
295 295
300 300
275 275
98+50.00
X-9W-5205E
-L6-
2.5 5
2:12:12:1
293.69
2:12:12:1
293.97
2:12:12:1
294.04
2:12:12:1
294.39
00
00
55
55
1010
1010
1515
1515
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PROJ. REFERENCE NO. SHEET NO.0
280 280
285 285
290 290
295 295
300 300
275 27599+00.00
280 280
285 285
290 290
295 295
300 300
275 27599+50.00
280 280
285 285
290 290
295 295
300 300
305 305
275 275100+00.00
X-10W-5205E
-L6-
2.5 5
2:12:12:1
295.28
2:12:12:1
296.48
2:12:12:1
297.98
00
00
55
55
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1010
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PROJ. REFERENCE NO. SHEET NO.0
280 280
285 285
290 290
295 295
300 300
305 305
275 275100+50.00
285 285
290 290
295 295
300 300
305 305
280 280101+00.00
290 290
295 295
300 300
305 305
310 310
285 285
101+50.00
X-11W-5205E
-L6-
2.5 5
2:12:12:1
299.78
2:12:12:1
301.53
2:12:12:1
303.22
00
00
55
55
1010
1010
1515
1515
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PROJ. REFERENCE NO. SHEET NO.0
295 295
300 300
305 305
310 310
290 290102+00.00
X-12W-5205E
-L6-
2.5 5
2:12:12:1
304.90
00
00
55
55
1010
1010
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PROJ. REFERENCE NO. SHEET NO.0
310 310
315 315
320 320
325 325
330 330
305 305
108+00.00
305 305
310 310
315 315
320 320
325 325
300 300
108+50.00
290 290
295 295
300 300
305 305
310 310
315 315
320 320
285 285
109+00.00
X-13W-5205E
-L7-
2.5 5
2:1
312.54
311.98
2:1
311.58
00
00
55
55
1010
1010
1515
1515
2020
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2525
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PROJ. REFERENCE NO. SHEET NO.0
295 295
300 300
305 305
310 310
315 315
290 290109+50.00
295 295
300 300
305 305
310 310
315 315
320 320
290 290
110+00.00
295 295
300 300
305 305
310 310
315 315
320 320
290 290
110+50.00
X-14W-5205E
-L7-
2.5 5
2:1
311.75
2:1
312.57
2:1313.88
00
00
55
55
1010
1010
1515
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2020
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PROJ. REFERENCE NO. SHEET NO.0
310 310
315 315
320 320
325 325
305 305
127+50.00
305 305
310 310
315 315
320 320
300 300
128+00.00
305 305
310 310
315 315
300 300128+50.00
X-15W-5205E
-L8-
2.5 5
318.87
2:1
315.41
2:1
0:1
311.93
2:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
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PROJ. REFERENCE NO. SHEET NO.0
295 295
300 300
305 305
310 310
315 315
290 290129+00.00
290 290
295 295
300 300
305 305
310 310
285 285
129+50.00
290 290
295 295
300 300
305 305
285 285130+00.00
X-16W-5205E
-L8-
2.5 5
308.31
2:1 2:1
305.44
2:1 2:1
303.10
2:1 2:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
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PROJ. REFERENCE NO. SHEET NO.0
285 285
290 290
295 295
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280 280
130+50.00
285 285
290 290
295 295
300 300
305 305
280 280
131+00.00
290 290
295 295
300 300
305 305
285 285131+50.00
X-17W-5205E
-L8-
2.5 5
301.48
2:1 2:1
300.752:1 2:1
300.792:1 2:1
00
00
55
55
1010
1010
1515
1515
2020
2020
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2525
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3535
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PROJ. REFERENCE NO. SHEET NO.0
290 290
295 295
300 300
305 305
285 285
132+00.00
295 295
300 300
305 305
290 290
132+50.00
300 300
305 305
310 310
295 295
133+00.00
305 305
310 310
315 315
300 300
133+50.00
X-18W-5205E
-L8-
2.5 5
301.37
2:1 2:1
302.39
2:1 2:1
304.042:1
306.422:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
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PROJ. REFERENCE NO. SHEET NO.0
350 350
355 355
360 360
345 345186+00.00
345 345
350 350
340 340
186+50.00
340 340
345 345
350 350
335 335187+00.00
330 330
335 335
340 340
345 345
325 325187+50.00
X-19W-5205E
-L9-
2.5 5
350.39
346.85
343.272:1
2:1
339.75 2:12:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
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PROJ. REFERENCE NO. SHEET NO.0
325 325
330 330
335 335
340 340
320 320188+00.00
310 310
315 315
320 320
325 325
330 330
335 335
340 340
305 305
188+50.00
X-20W-5205E
-L9-
2.5 5
336.45 2:12:1
333.712:12:
1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
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W5205
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8/23/99
PROJ. REFERENCE NO. SHEET NO.0
315 315
320 320
325 325
330 330
335 335
310 310189+00.00
315 315
320 320
325 325
330 330
335 335
310 310189+50.00
X-21W-5205E
-L9-
2.5 5
331.922:12:
1
331.312:12:
1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
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PROJ. REFERENCE NO. SHEET NO.0
315 315
320 320
325 325
330 330
335 335
310 310190+00.00
320 320
325 325
330 330
335 335
315 315190+50.00
330 330
335 335
340 340
325 325191+00.00
X-22W-5205E
-L9-
2.5 5
331.442:12:
1
332.062:12:
1
333.042:12:
1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
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3030
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Modeling\
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8/23/99
PROJ. REFERENCE NO. SHEET NO.0
335 335
340 340
330 330
191+50.00
X-23W-5205E
-L9-
2.5 5
334.412:1
2:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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PROJ. REFERENCE NO. SHEET NO.0
335 335
340 340
330 330
198+00.00
325 325
330 330
335 335
340 340
320 320
198+50.00
320 320
325 325
330 330
335 335
340 340
315 315
199+00.00
315 315
320 320
325 325
330 330
335 335
310 310
199+50.00
X-24W-5205E
-L10-
2.5 5
337.56 2:1
335.272:12:
1
333.422:12:
1
332.272:12:
1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
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PROJ. REFERENCE NO. SHEET NO.0
320 320
325 325
330 330
335 335
315 315
200+00.00
325 325
330 330
335 335
320 320
200+50.00
325 325
330 330
335 335
320 320201+00.00
X-25W-5205E
-L10-
2.5 5
331.812:12:
1
331.76 2:12:1
332.05
2:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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PROJ. REFERENCE NO. SHEET NO.0
355 355
360 360
365 365
370 370
350 350
14+00.00
355 355
360 360
365 365
370 370
350 350
14+50.00
355 355
360 360
365 365
370 370
350 35015+00.00
X-26W-5205E
-L11-
2.5 5
2:1
362.90
2:1
364.40
2:1
365.81
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
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3030
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PROJ. REFERENCE NO. SHEET NO.0
350 350
355 355
360 360
365 365
370 370
345 34515+50.00
350 350
355 355
360 360
365 365
370 370
345 345
16+00.00
350 350
355 355
360 360
365 365
370 370
345 345
16+50.00
X-27W-5205E
-L11-
2.5 5
2:1
366.75
2:1
366.92
2:1
367.05
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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PROJ. REFERENCE NO. SHEET NO.0
350 350
355 355
360 360
365 365
370 370
345 345
17+00.00
350 350
355 355
360 360
365 365
370 370
345 345
17+50.00
355 355
360 360
365 365
370 370
375 375
350 35018+00.00
X-28W-5205E
-L11-
2.5 5
2:1
367.14
2:1
367.09
2:1
367.60
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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PROJ. REFERENCE NO. SHEET NO.0
355 355
360 360
365 365
370 370
375 375
350 35018+50.00
X-29W-5205E
-L11-
2.5 5
2:1
368.56
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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PROJ. REFERENCE NO. SHEET NO.0
350 350
355 355
345 345236+00.00
345 345
350 350
355 355
340 340236+50.00
335 335
340 340
345 345
350 350
330 330237+00.00
X-30W-5205E
-L12-
2.5 5
2:1
351.58
2:1
347.89
2:1
344.03
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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PROJ. REFERENCE NO. SHEET NO.0
325 325
330 330
335 335
340 340
345 345
320 320
237+50.00
325 325
330 330
335 335
340 340
320 320238+00.00
320 320
325 325
330 330
335 335
340 340
315 315
238+50.00
X-31W-5205E
-L12-
2.5 5
2:1
340.30
2:1
336.86
2:1
333.72
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
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PROJ. REFERENCE NO. SHEET NO.0
320 320
325 325
330 330
335 335
315 315
239+00.00
320 320
325 325
330 330
335 335
315 315239+50.00
315 315
320 320
325 325
330 330
310 310
240+00.00
X-32W-5205E
-L12-
2.5 5
2:1
331.05
2:1
328.72
2:1
327.02
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
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Modeling\
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PROJ. REFERENCE NO. SHEET NO.0
320 320
325 325
330 330
315 315
240+50.00
325 325
330 330
335 335
320 320241+00.00
325 325
330 330
335 335
320 320
241+50.00
X-33W-5205E
-L12-
2.5 5
326.16
326.23
327.07
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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Rdy_xpl_Site 13.d
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PROJ. REFERENCE NO. SHEET NO.0
310 310
315 315
320 320
305 305
254+50.00
310 310
315 315
320 320
305 305255+00.00
305 305
310 310
315 315
320 320
300 300
255+50.00
305 305
310 310
315 315
300 300256+00.00
X-34W-5205E
-L13-
2.5 5
316.88 2:1
314.95
313.66
313.07 2:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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E_
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PROJ. REFERENCE NO. SHEET NO.0
305 305
310 310
315 315
300 300256+50.00
310 310
315 315
320 320
305 305257+00.00
X-35W-5205E
-L13-
2.5 5
313.19 2:1
314.06 2:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
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PROJ. REFERENCE NO. SHEET NO.0
350 350
355 355
360 360
345 345268+50.00
350 350
355 355
360 360
345 345269+00.00
350 350
355 355
360 360
345 345269+50.00
350 350
355 355
360 360
365 365
345 345
270+00.00
X-36W-5205E
-L14-
2.5 5
355.44
356.41 2:1
357.582:1
358.942:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
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PROJ. REFERENCE NO. SHEET NO.0
355 355
360 360
365 365
350 350
270+50.00
X-37W-5205E
-L14-
2.5 5
360.41