20190060 Ver 1_16266-Vandora Springs 1-8-19_20190114

V =MPH
ADT
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
STATE
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
00
1/8/2019...\Roadway\Proj\16266_Rdy_tsh.dgnUser: lhelmsVICINITY MAP
RIGHT OF WAY DATE:
PROJECT ENGINEER
LETTING DATE:
Prepared in the Office of:
0

ROADWAY DESIGN ENGINEER
SIGNATURE:
STATE PROJECT REFERENCE NO.ART
ME
NN ASO H
DEPTO F TR A SPORTTIONTATEOFNRTCARO
LI
NAWAKE COUNTY
PROJECT DESIGNER
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
= 7,300
TO GARNER
TO FUQUAY VARINA
BEGIN PROJECT
END PROJECT
301530
10 20510
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
16266
PROJECT:16266LENGTH ROADWAY PROJECT 16266 =0.239 MILES
LUCAS S. HELMS, P.E.
4 5
15+00 20+0010+00
TI
MBE
R DRI
VE
TIFFANY CIRCLE-L- STA. 22+99.46
END PROJECT
-L- STA. 10+37.12
BEGIN PROJECT

2013
40
NTS
GARNER, NORTH CAROLINA
FROM TIFFANY CIRCLE TO SR 2812 (TIMBER DRIVE)
SR 2713 (VANDORA SPRINGS ROAD)
30 15 30 60
60
GRAPHIC SCALES MIRIAN AVENUE-L- VANDORA SPRINGS ROAD (SR 2713)S. GLENDALE DRIVE1-800-632-4949
L
N
R
A
C
A
I
O
N.
BEFORE YOU DIG:
Call " NC ONE CALL"
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF GARNER
INDEX OF SHEETS
SHEET NUMBER DESCRIPTION

& DRAINAGE
GRADING, CURB & GUTTER, PAVING, SIDEWALK
OF GARNER AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN
See Sheet 1B For Conventional Symbols
RAMEY KEMP
Transportation Engineers
Phone: [phone] - www.rameykemp.com
5808 Faringdon Place, Suite 100 - Raleigh, North Carolina 27609
ASSOCIATES, INC.
&
NC License No. C-0910
KAYLA M. POULOS, E.I.
2018 STANDARD SPECIFICATIONS
E
NG INE ERNORTHCAROLINA
SEAL
043171
SMLEH .S
S
ACUL
L
ANOISSEFOR
PDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
CROSS SECTION SHEETS
TRAFFIC CONTROL NOTES
ROADWAY PROFILE SHEET
ROADWAY PLAN SHEETS
TYPICAL SECTIONS & DETAILS
CONVENTIONAL SYMBOLS
TITLE SHEET
X-1 THRU X-8
TMP-1
6
4 THRU 5
2A-1
1B
1
VERT: NAVD88NAD 83/NA 2011CR
2711
2711
2713
2712
2819
2790
3838
1006
2812
ThompsonVandora Springs
Buff
al
o
e Rd.R
d.Rd.Dr.OldSt
ageRd.
Poplar ChurchSpringsRd.
Ti
m
berDr.KennonE d g eb ro o k
Fo
wler
Fo
wler
RyersonLyme Ct.
Easton Ct.Ol
m
st
eadTiffany Cir.LennoxMcDonaldMiriamGleneagleGle
ne
a
gle
HallVa lle y Va l l e yKe llyM aple
wood
Pi n e v i e wBromptonOak LanternOakwaterWhitakerDubose St.Rd.Rd.Rd .Rd .Blvd.C
t.Ct.Dr.
Dr.
Dr.Dr.Kelly Dr.Dr.Ave.Ave.Ave.BeckworthLaurel
Cane Creek Dr.Wa
t
e
r
Heather
Springs
Dr.BrimsWayMa
c
hos
t
Dr.
Do
wan Ct.
Elkins Ln.SailboatCt.Radford Dr.
Church St.Whit
akerS
t
.
Academy Dr.
Kings Way
Ct.Tafton
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
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
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 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.
1B16266
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
EXISTING PAVEMENT 21'+/-
VARIES 9' TYP.2.5'4'11'11'4'2.5'3'5'1'
PAVEMENT SCHEDULE
T COMPACTED EARTH MATERIAL
U EXISTING PAVEMENT
C1
C2
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
R1
AVERAGE RATE OF 570 LBS. PER SQ. YD.
NOTES:

AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
V 1.5' DEPTH MILLING
S 4" CONCRETE SIDEWALK
2'-6" CURB AND GUTTER
2. SEE PLANS FOR LOCATIONS OF TAPERS AND SIDEWALK.
1. ALL PAVEMENT SLOPES ARE 1:1 UNLESS OTHERWISE SPECIFIED.
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
PROP. APPROX.4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C
PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT AN
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
MIN.
2.5"
MIN.
3"
C1
U
D1 E2
WEDGING DETAIL FOR RESURFACING
D2C3
SIDEWALK
E1
6"T
R1
S
GRADE TO THIS LINE
3:1 (TYP.) SEE X-SECTIONS
3:1 (TY
P.) SEE
X
-SECTI
O
N
SGROUND
ORIGINAL
GROUND
ORIGINAL
E1
T 6"
R13:1
(TY
P.
) SEE
X
-SECTIO
N
S3:1 (TYP.) SEE X-SECTIONS
GROUND
ORIGINAL
GROUND
ORIGINAL
GRADE TO THIS LINE
C2 W C2
D1 U 12''
WCEXISTING0' TO 2'
VARIES
LC -L- (VANDORA SPRINGS ROAD)
TYPICAL SECTION NO. 1
-L- STA. 10+37.12 TO -L- STA. 21+79.29LC3
D1
E1
D2
E2
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.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5.5" IN DEPTH.
GRADE
POINT
12''
NTS
TO KEY IN
MILL NOTCH
50'
1.5"
U
C1
V
NTS
BUTT MILLING DETAIL
ROADWAY DESIGN
ENGINEER
SHEET NO.PROJECT REFERENCE NO.1/8/2019...\Roadway\Proj\16266_Rdy_typ.dgnUser: lhelms8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
16266 2A-1
RAMEY KEMP
Transportation Engineers
www.rameykemp.com
Phone: [phone]
Raleigh, North Carolina 27609
5808 Faringdon Place, Suite 100
ASSOCIATES, INC.
&
NC License No. C-0910
E
NG INEERNORTHCAROLINA
SEAL
043171
SMLEH .S
S
ACUL
L
ANOISSEFORP
4
SEE SHEET 5MATCHLINE -L- STA. 17+50.00NAD 83/ 2011PAVEMENT REMOVAL
FOR -L- PROFILE SEE SHEET 6
FOR HEADWALL MODIFICATIONS AND HANDRAIL INSTALLATION.
2. CONTRACTOR TO REFER TO DETAIL ON SHEET 2A-2 AND THE CROSS-SECTIONS
1. ALL DIMENSIONS ARE TO THE EDGE OF TRAVEL UNLESS OTHERWISE SPECIFIED.NOTES:REVISIONS ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.1/8/2019...\Proj\16266_Rdy_psh04.dgnUser: lhelms8/17/99HYDRAULICS

ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
16266
RAMEY KEMP
Transportation Engineers
www.rameykemp.com
Phone: [phone]
Raleigh, North Carolina 27609
5808 Faringdon Place, Suite 100
ASSOCIATES, INC.
&
NC License No. C-0910
E
NG INEERNORTHCAROLINA
SEAL
043171
SMLEH .S
S
ACUL
L
ANOISSEFORP PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101
JHN M
. KAM P ATORH
SANITARY SEWER MANHOLE:
RIM ELEV = 269.27'
8" PVC
8" PVC
INV IN = 260.71'
INV OUT = 260.40'
SANITARY SEWER MANHOLE:
RIM ELEV = 272.27'
8" PVC
INV IN = 267.84'
8" PVC
INV OUT = 265.10'
STORM INVERT:
15" RCP
INV OUT = 269.55'
STORM INVERT:
15" RCP
INV IN = 271.40'
IPF
PAINT
STRIPING(VARIABLE PUBLIC R/W)
VANDORA SPRINGS ROAD
EXISTING
EP
EP EP EP
(50' PUBLIC R/W)TIFFANY CIRCLEEXISTINGIRF
EP
EP
EP(60' PUBLIC R/W)MIRIAM AVENUEEXISTINGLSA
IPF
IPF
IPF
IPF
CP
CP CP
CP
CP
CPCPCP
CP
S81°49'38"W
149.99'
S81°47'16"W
105.16'
S82°26'29"W
188.52'
S81°44'44"W
280.58'C5
N82°15'30"E
200.00'N81°45'10"E
292.39'
5.00'
N81°40'57"E
N81°40'57"E
146.34'
117.00'
N81°40'57"EC6
BM 1964, PG 83
DB 6156, PG 777
PIN: 1700-76-4956
NANCY M TAYLOR
JAMES N TAYLOR
DB 7962, PG 166
PIN: 1700-77-4342
SUSAN I FRANK
TELEPHONE
VAULT
DB 4822, PG 825
PIN: 1700-67-8177
ALLSTATE BUILDERS INC
DB 2792, PG 353
PIN: 1700-77-0232
CHARLES RICKY PEARCE
BM 1996, PG 598
DB 2252, PG 324
PIN: 1700-76-8135
OF EDUCATION
WAKE COUNTY BOARD
BM 1968, PG 227
DB 6711, PG 889
PIN: 1700-76-0903
GENEVIEVE DARROW
KEVIN D DARROW
DB N/A, PG N/A
PIN: 1700-77-3052
RUFUS E HOWELL JR
DAWN PAULSEN
DB 8136, PG 2633
PIN: 1700-77-2246
PAUL R SIMS
RIM ELEV = 274.73'
8" PVC
INV IN = 268.73'
8" PVC
INV IN = 268.47'
8" PVC
INV OUT = 268.38'
FIBER
OPTIC
MARKER
INV IN = 266.14'
STORM INVERT:
15" RCP
INV OUT = 265.20'
CONCRETE
DRIVE
SANITARY SEWER MANHOLE:
RIM ELEV = 269.92'
UNKNOWN PIPE SIZE
INV IN = 260.53'
8" PVC
INV IN = 261.52'
UNKNOWN PIPE SIZE
INV OUT = 260.46'
SANITARY SEWER MANHOLE:
RIM ELEV = 268.65
4" PVC
INV IN = 264.85'
8" PVC
INV IN = 263.79'
8" PVC
INV OUT = 262.46'
GRAVEL
DRIVE
GRAVEL
DRIVE
CONCRETE
DRIVE
SANITARY SEWER MANHOLE:
RIM ELEV = 275.07'
4" UNKNOWN PIPE MATERIAL
INV IN = 266.72'
8" PVC
8" PVC
INV OUT = 265.97'
SANITARY SEWER MANHOLE:PAINT STRIPING
INV IN = 268.55'
HEADWALL: 268.83'
DUAL 10'x7' RCBC
INVERT OUT: 260.85'
HEADWALL: 268.70'
DUAL 10' x7'
INVERT OUT: 260.59'
CONCRETE
DRIVE
STORM INVERT:
15" RCP
S
STORM INVERT:
12" RCP
INV OUT = 267.77'
STORM INVERT:
12" RCP
INV OUT = 267.88'
STORM INVERT:
12" RCP
INV IN = 268.31'
STORM INVERT:
12" RCP
INV IN = 268.41'
STORM INVERT:
15" RCP
INV OUT = 268.62'
S
S
STORM INVERT:
INV IN = 269.29'
S
T
CONCRETE
DRIVE
STORM INVERT:
15" RCP
INV IN = 270.32'
STORM INVERT:
15" RCP
INV OUT = 270.68'
LSALSA
LSA
LSA
CONCRETE
DRIVE
S
STORM INVERT:
15" RCP
INV OUT = 272.80'
T
S
STORM INVERT:
12" RCP
INV IN = 274.77'
S
CONCRETE
DRIVE
15" RCP50'R15'15'15'30'15+00
-L- POT Sta. 10+00.00VANDORA SPRINGS RD-L-+67.115' CONC. SIDEWALK
2'-6" C&G
2'-6" C&G
CURB IN 3'
NOSE DOWN
TIE TO EXIST.
RETAIN SIGN
AND REMOVE EXISTING C&G
SAWCUT AND REMOVE PAVEMENT
ADJUST SSMH
ADJUST SSMH
RELOCATE SIGN
REPLACE SIGN
REMOVE AND
ADJUST SSMH
ADJUST SSMH
TIE TO EXIST.
RETAIN SIGNSCR
VAULT
TELEPHONE
ADJUST
CONC. DW
16' WIDE
CONC. DW
20' WIDE
GRAVEL DW
12' WIDE
GRAVEL DW
16' WIDE
CONC. DW
16' WIDE
CONC. DW
16' WIDE
CONC. DW
16' WIDE
GRAVEL DW
16' WIDE5'EXIST.EXIST.15'.02.02+04.57.02.02HANDRAIL. SEE CROSS-SECTION
HEADWALL BY 2' AND INSTALL
INCREASE HEIGHT OF EXIST.
HANDRAIL. SEE CROSS-SECTION
HEADWALL BY 2' AND INSTALL
INCREASE HEIGHT OF EXIST.
R 30'
-L- STA. 10+37.10
BEGIN BUTT MILL
BEGIN PROJECT 6'45.00
+35.00
40.00
+00.00
EXIST.
+46.84
EXIST.
+75.00
EXIST.
+70.00
45.00
+75.00
35.00
+50.00
35.00
+50.00
35.00
+44.42
40.00
+90.00
40.00
+00.00
2
1
3
4
5
6
7
45.00
+55.00
35.00
+60.00
EXIST.
+00.00
50.00
+60.00
50.00
+50.00
40.00
+40.00
45.00
+70.00
45.00
+85.00
8
32.49
+94.00
75.00
+15.00
37.50
+62.00
37.50
+72.00
42.00
+72.00
42.00
+62.00
+72.00
42.50
+61.90
42.50
46.00
+39.00
34.50
+43.00
34.50
+53.00
EXIST.
+94.00
EXIST.
+10.00
75.00
+95.00
EXIST.
+15.00
EXIST.
+62.00
EXIST.
+72.00
EXIST.
+72.00
EXIST.
+62.00
+72.00
EXIST.
EXIST.
+15.00
EXIST.
+53.00
EXIST.
+43.00
35.00
+21.35
35.00
+62.00
35.00
+72.00
EXIST.
+84.00
32.00
+84.00
EXIST.
+39.99
40.00
+25.00
38.00
+25.00
45.00
+25.00
45.00
+44.00
46.00
+49.18
EXIST.
+44.00
EXIST.
+95.00
45.00
+95.00
45.00
+15.00
EXIST.
+90.00
40.00
+15.00
EXIST.
+15.00
70.00
+90.00
70.00
+15.00
45.00
+65.00
27.85
+65.00
F
F
F
C
F F
F
F F
REMOVEREMOVE
REMOVE
REMOVE
REMOVE REMOVE
REMOVE
CB
CB
CB
DI
CB
CB15" RCP-IV
DIDI
CB
CB
CB
24" RCP-IV
15" RCP-IV
24" RCP-IV
24" RCP-IV
15" RCP-IV 15" RCP-III 15" RCP-
I
I
I 15" RCP-IV DI
15" RCP-IV
DI
15" RCP-III
CB
EST 7 SY GEOTEXTILE
EST 2 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 7 SY
EST 2 TONS
CLASS B RIP RAP
15" RCP-III
0401
0402
0403
0404
0405
0406
0407
0412
0410
0411
0413
0414
0418
0415
0416
0417RCP-III 15"
15" RCP-IV
CB
0409
24" RCP-IV
HW
RCBC
RETAIN RCP-IV
2 @ 36"
SEE DETAIL 1
DDE =10 CY
29' @ 5.0%
8' BASE HEAD DITCH
SEE DETAIL 2
DDE =5 CY
13' @ 1.5%
8' BASE TAIL DITCH
EST. 45 SY GEOTEXTILE
EST. 17 TONS
CLASS B RIP RAP
0408A
=265.0
INV IN
0408B
=264.7
INV OUT
5
SEE SHEET 4MATCHLINE -L- STA. 17+50.00NAD 83/ 2011PAVEMENT REMOVAL
FOR -L- PROFILE SEE SHEET 6REVISIONS ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.1/8/2019...\Proj\16266_Rdy_psh05.dgnUser: lhelms8/17/99HYDRAULICS

ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
16266
RAMEY KEMP
Transportation Engineers
www.rameykemp.com
Phone: [phone]
Raleigh, North Carolina 27609
5808 Faringdon Place, Suite 100
ASSOCIATES, INC.
&
NC License No. C-0910
E
NG INEERNORTHCAROLINA
SEAL
043171
SMLEH .S
S
ACUL
L
ANOISSEFORP PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL
14101
JHN M
. KAM P ATORH
(60' PUBLIC R/W)GLENEAGLE DRIVEEXISTINGR/W DISK
LEANING
EP
EP
EP
CURBCURBIPF
DISK
R/W
DISK
R/W
IPFIPF
DISK
R/W
PAINT STRIPING
(VARIABLE PUBLIC R/W)VANDORA SPRINGS ROADEXISTING
EP
(VARI
ABLE
P
UBLI
C R/W)TI
MBER DRI
VEEXI
STI
NGIPF
ECM
ECM
ECM
IPF
IPF
IPF IPF
EP
EP
EP
EP
CP
CP
CP CP
CP
CP
CP
N
82°23'12"W
102.34'
C1
C2
C3
C4
22.78'
N39°49'18"W
12.53'
S76°26'23"W
30.00'
S79°47'53"W
S79°47'53"W
70.02'
S81°51'53"W
35.99'
S81°50'53"W
105.99'N7°50'02"E85.37'N62°45'12"E
125.29'
N72°38'18"E
113.04'
30.27'
N12°45'25"W
19.07'
N75°09'25"E
N79°53'25"E
100.00'
N81°57'25"E
31.94'
DB 16382, PG 2606
PIN: 1700-76-7807
PAULINE KING
DAVID UMSTEAD
JETHRO UMSTEAD
DB 14578, PG 2778
PIN: 1700-77-6014
NANCY M TAYLOR
JAMES N TAYLOR
DB 7962, PG 166
PIN: 1700-77-4342
SUSAN I FRANK
BM 1994, PG 1203
DB 15274, PG 1368
PIN: 1700-77-8337
GAVIN YOUNG
BM 1992, PG 711
DB 15274, PG 1368
PIN: 1700-77-9445
GAVIN YOUNG
BM 1994, PG 1203
DB 8428, PG 1033
PIN: 1700-77-7304
GURNEY
REBECCA M
JAMES W GURNEY
BM 1996, 1081
DB 7732, PG 98
PIN: 1700-87-1033
FIRE DEPT INC
GARNER VOLUNTEER
DB 16382, PG 2606
PIN: 1700-77-8008
PAULINE KING
DAVID UMSTEAD
JETHRO UMSTEAD
DB 16382, PG 2606
PIN: 1700-77-7026
PAULINE KING
DAVID UMSTEAD
JETHRO UMSTEAD
BM 1996, 1081
DB 7732, PG 98
PIN: 1700-87-1033
FIRE DEPT INC
GARNER VOLUNTEER
STORM INVERT:
15" RCP
INV IN = 284.01'
GRATE TOP INLET:
ELEV = 296.90'
15" RCP
INV IN = 294.80'
INV OUT = 294.39'
FIBER
OPTIC
MARKER
PAINTED
CROSSWALK
PAVED ENTRANCE
CONCRETE SIDEWALK
GRAVEL
DRIVE
DRIVE
UTILITY
VAULT
TSBCONCRETESIDEWALK
DRIVE
GRAVEL
DRIVE
CONCRETE
CONCRETE
BENT
IPF
FIBER
OPTIC
MARKER
DRIVE
GRAVEL
SANITARY SEWER MANHOLE:
RIM ELEV = 310.45'
15" PVC
INV IN = 294.23'
15" PVC
INV OUT = 294.14'SANITARY SEWER MANHOLE:
RIM ELEV = 291.62'
8" PVC
INV IN = 284.95'
8" PVC
INV OUT = 284.10'
BM 1964, PG 83
DB 6156, PG 777
PIN: 1700-76-4956
NANCY M TAYLOR
JAMES N TAYLOR
STORM INVERT:
15" RCP
INV OUT = 282.57'
RAP
RIP
STORM INVERT:
15" RCP
INV OUT = 283.03'
STORM INVERT:
15" RCP
INV IN = 284.35'
STORM INVERT:
15" RCP
INV OUT = 285.09'
STORM INVERT:
15" RCP
INV IN = 288.22'
T
S
STORM INVERT:
15" RCP
INV OUT = 293.49'
T
STORM INVERT:
15" FES
INV OUT = 301.62'
GRATE TOP INLET:
ELEV = 304.13'
INV IN = 301.49'
INV OUT = 300.33'
15" RCP
S
PAINTED
STOP BAR
TC
TC
GRATE TOP INLET:
ELEV = 308.81'
15" RCP
INV IN = 304.88'
INV OUT = 304.79'
20'R 20'R
15'15'15'15'700'R2
1'15'36' TYP.
20+00
-L- PC Sta. 19+66.55-L- PT Sta. 23+27.43-L- POT Sta. 23+85.68D
L = 360.88'
T = 182.90'
R = 900.00'
-L-
D.S. = 40 mph
emax = .06
PI Sta 21+49.44
VANDORA SPRINGS RD
-L-
-L- STA. 22+99.46
END PROJECT
+67.755' CONC. SIDEWALK
2'-6" C&G
2'-6" C&G2'-6" C&G
SIGN
FIRETRUCK
RELOCATE
AND REMOVE EXISTING C&G
SAWCUT AND REMOVE PAVEMENT
RELOCATE SIGN EXI
ST.EXI
ST.
GRAVEL DW
16' WIDE
CONC. DW
20' WIDE
CONC. DW
16' WIDE
CONC. DW
16' WIDE
GRAVEL DW
12' WIDE
CURB IN 3'
NOSE DOWN
.05.05.04.03.02.01.00.01.02.02+78.50+40.57+04.562' OF EXISTING C&G & REPLACE
REMOVE 5' OF SIDEWALK AND
TIE TO EXIST. SAWCUT AND+54.95+49.59CONC. DW
16' WIDE
EXIST.
TIE TO
35.00
+00.00
35.00
+03.93
60.00
+45.69
35.00
+66.97
4
35.00
+44.32
40.00
+95.14
45.00
+00.00
45.00
+10.00
8 11
9
10
35.50
+22.50
35.50
+12.50
EXIST.
+22.50
EXIST.
+12.50
35.00
+00.00
40.00
+10.00
40.00
+25.00
50.00
+43.29
38.00
+57.95
55.00
+20.00
F
F
F
F
REMOVE
REMOVE
RETAIN
RETAIN
CB
CB
DI
RETAIN
REMOVE
JB w/Slab Lid
REMOVE FES
CB
CB
15" RCP-IV 15" RCP-IV
24" RCP-IV
24" RCP-IV
15" RCP-IV
24" RCP-IV
REMOVE
REMOVE
JB w/MH
18" RCP-III
0502
0501
0503
0505
0506 0507
0504
6
240
250
260
270
280
290
300
310
320
240
250
260
270
280
250
260
270
280
290
300
310
320
250
260
270
280
290
300
310
320
-L- SR 2713 (VANDORA SPRINGS ROAD)
-L- SR 2713 (VANDORA SPRINGS ROAD)
FOR -L- PLAN VIEW SEE SHEETS 4 & 5
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
18+00 19+00 20+00 21+00 22+00 23+00
...\Proj\16266_Rdy_pfl06.dgnUser: lhelms1/8/20195/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RAMEY KEMP
Transportation Engineers
www.rameykemp.com
Phone: [phone]
Raleigh, North Carolina 27609
5808 Faringdon Place, Suite 100
ASSOCIATES, INC.
&
NC License No. C-0910
16266
E
NG INEERNORTHCAROLINA
SEAL
043171
SMLEH .S
S
ACUL
L
ANOISSEFORP
(-)0.1400%
(-)1.1945%
(-)2.8400%
(-)0.3617%
(+)6.1452%
EL=275.27' (TIE TO EXIST.)
BEGIN GRADE -L- STA. 10+37.12
EL=275.24'-L- PC STA. 10+62.10EL=274.90'-L- PT STA. 11+12.10EL=274.63'-L- PC STA. 11+35.00EL=273.01'-L- PT / PC STA. 12+15.00EL=270.29'-L- PT STA. 13+85.00EL=270.23'-L- PC STA. 14+02.50EL=277.89'-L- PT STA. 16+67.50PROPOSED GRADE
PI = 13+00.00
EL = 270.60'
VC = 170'
K = 69
D.S. = 40 MPH
PI = 15+35.00
EL = 269.75'
VC = 265'
K = 41
D.S. = 30 MPH
PI = 11+75.00
EL = 274.15'
VC = 80'
K = 49
D.S. = 40 MPH
PI = 10+87.10
EL = 275.20'
VC = 50'
K = 47
D.S. = 40 MPH
EXISTING GROUND
(+)5.4634%
(+)2.9546%
EL=303.82' (TIE TO EXIST.)
END GRADE -L- STA. 21+79.29
EL=286.96'-L- PC STA. 18+15.00EL=290.44'-L- PT STA. 18+75.00EL=296.72'-L- PC STA. 19+90.00EL=301.77'-L- PT STA. 21+10.00EXISTING GROUND
PI = 18+45.00
EL = 288.80'
VC = 60'
K = 88
D.S. = 50 MPH
PI = 20+50.00
EL = 300.00'
K = 48
D.S. = 40 MPH
VC = 120'
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
E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
LANE AND SHOULDER CLOSURE REQUIREMENTS
BARRIER OR GUARDRAIL OR AS DIRECTED BY THE ENGINEER.
OF AN OPEN TRAVELWAY UNLESS THE HAULING OPERATION IS PROTECTED BY
C) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC
TUESDAY AFTER THE WEEK OF CHRISTMAS.
BEFORE THE WEEK OF CHRISTMAS DAY AND 6:00 A.M. THE FOLLOWING
8. FOR CHRISTMAS, BETWEEN THE HOURS OF 9:00 P.M. THE FRIDAY
6:00 A.M. MONDAY.
7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 9:00 P.M. TUESDAY TO
6:00 A.M. TUESDAY.
6. FOR LABOR DAY, BETWEEN THE HOURS OF 9:00 P.M. FRIDAY AND
INDEPENDENCE DAY.
INDEPENDENCE DAY AND 6:00 A.M. THE TUESDAY AFTER
THEN BETWEEN THE HOURS OF 9:00 P.M. THE THURSDAY BEFORE
IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY
INDEPENDENCE DAY.
DAY BEFORE INDEPENDENCE DAY AND 6:00 A.M. THE DAY AFTER
5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 9:00 P.M. THE
6:00 A.M. TUESDAY.
4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 9:00 P.M. FRIDAY TO
6:00 A.M. MONDAY.
3. FOR EASTER, BETWEEN THE HOURS OF 9:00 P.M. THURSDAY AND
TUESDAY.
SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 6:00 A.M. THE FOLLOWING
TO 6:00 A.M. JANUARY 2ND. IF NEW YEAR'S DAY IS ON A FRIDAY,
2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 9:00 P.M. DECEMBER 31st
VOLUMES, AS DIRECTED BY THE ENGINEER.
1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC
HOLIDAY

ALL ROADS
ROAD NAME
EVENTS AS FOLLOWS:
B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL
4:00 PM - 6:00 PM
6:00 AM - 9:00 AM -L- VANDORA SPRINGS ROAD
MONDAY THROUGH FRIDAY
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

GENERAL NOTES GENERAL NOTES CONTINUTED
STANDARD DRAWINGS
OBJECT MARKERS - INSTALLATION1264.02
OBJECT MARKERS - TYPES1264.01
FLAGGING DEVICES1150.01
CONES1135.01
DRUM 1130.01
FLASHING ARROW BOARDS1115.01
PORTABLE WORK ZONE SIGNS1110.02
STATIONARY WORK ZONE SIGNS1110.01
TRAFFIC CONTROL DESIGN TABLES1101.11
TEMPORARY SHOULDER CLOSURES1101.04
TEMPORARY LANE CLOSURES1101.02
WORK ZONE ADVANCE 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
PHASING NOTES
ON PAVEMENT MARKING PLANS OR AS DIRECTED BY THE ENGINEER.
Q) ALL CURB RAMP LOCATIONS SHALL BE DERIVED FROM STATIONING SHOWN
UNOPENED LANES ARE CLOSED TO TRAFFIC.
PERPENDICULAR TO THE EDGE OF TRAVELWAY ON 500 FT CENTERS WHEN
P) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES
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,
O) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK
TRAFFIC CONTROL DEVICES
ENGINEER.
(W8-1) 200 FT IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE
N) INSTALL BLACK ON ORANGE ''DIP'' SIGNS (W8-2) AND/OR "BUMP" SIGNS
TRAFFIC PATTERN.
M) 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
L) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
SIGNING
TRAFFIC PATTERN ALTERATION.
K) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN ALTERATIONS
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
J) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT EDGE DROP OFF REQUIREMENTS
ON VANDORA SPRINGS ROAD.
I) DO NOT INSTALL MORE THAN ONE LANE CLOSURE IN ANY ONE DIRECTION
WITH GUARDRAIL OR BARRIER.
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
H) 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
G) 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
F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
MANAGEMENT PLAN
TRAFFIC
TO TRAFFIC.
REMOVE TRAFFIC CONTROL DEVICES AND OPEN L- VANDORA SPRINGS ROAD
SURFACE COURSE AND PAVEMENT MARKINGS.
UNDER FLAGGER CONTROL USING RSD 1101.02 (SHEET 1 OF 15), INSTALL FINAL
PHASE 3
DRAINAGE, UP TO BUT NOT INCLUDING THE FINAL SURFACE COURSE.
CONSTRUCT WIDENING, CURB AND GUTTER, AND SIDEWALK, INCLUDING
EASTBOUND THROUGH LANE ALONG L- VANDORA SPRINGS ROAD AND
UNDER FLAGGER CONTROL USING RSD 1101.02 (SHEET 1 OF 15), CLOSE THE
PHASE 2
DRAINAGE, UP TO BUT NOT INCLUDING THE FINAL SURFACE COURSE.
CONSTRUCT WIDENING, CURB AND GUTTER, AND SIDEWALK, INCLUDING
WESTBOUND THROUGH LANE ALONG L- VANDORA SPRINGS ROAD AND
UNDER FLAGGER CONTROL USING RSD 1101.02 (SHEET 1 OF 15), CLOSE THE
PHASE 1
RESIDENTAL DRIVEWAYS.
COMPLETED. CONTRATOR SHALL MAINTAIN ACCESS TO ALL BUSINESSES AND
BEGINNING WORK. SIGNS SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS
INSTALL WORK ZONE ADVANCED WARNING SIGNS (SEE RSD 1101.01) PRIOR TO User: lhelms...\TCP\16266_TC_TMP-1.dgn1/8/2019
SHEET NO.PROJ. REFERENCE NO.
APPROVED:
DATE:
SEAL

DEPARTE
N

O
F ANSPORTA TIONTAE
OF NORT
H
ROL
NA

WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF
HI
GHW
A
YS
T
S CAI
M
TTR

RAMEY KEMP
Transportation Engineers
www.rameykemp.com
919-872-5115 Tel. [phone] Fax.
Raleigh, North Carolina 27609
5808 Faringdon Place, Suite 100
ASSOCIATES, INC.
&
NC License No. C-0910
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
16266 TMP-1
E
NG INE ERNORTHCAROLINA
SEAL
043171
SMLEH .S
S
ACUL
L
ANOISSEFOR
P
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROADWAY STANDARD DRAWING
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" -
CONSIDERED A PART OF THESE PLANS:
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
GENERAL NOTES
STD. NO.TITLE
SHEET NO.TIP NO.
SEAL
DATE:
APPROVED:
PMP-1
PAVEMENT MARKING PLAN
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1205.05 PAVEMENT MARKINGS - TURN LANES
DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN,
OR DIRECTED BY THE ENGINEER.

A) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE
AS FOLLOWS:
ROAD NAME MARKING MARKER
B) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
DIRECTED BY THE ENGINEER.
PROJECT MANAGER
PROJECT ENGINEER
C) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS.
INDEX
SHEET NO.DESCRIPTION
AND PAVEMENT MARKING SCHEDULE
PMP-1 PAVEMENT MARKING PLAN COVER SHEET
1250.01 RAISED PAVEMENT MARKERS - INSTALLATION SPACING

ALL ROADS THERMOPLASTIC RAISED
D) STOP BAR LOCATION AT NON-SIGNALIZED INTERSECTIONS MAY BE ADJUSTED AS
INTERSECTIONS.
E) REFER TO APPROVED SIGNAL PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED
MARKING SCHEDULE
PAVEMENT
DESCRIPTIONSYMBOL
1251.01 RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY
RAMEY KEMP
Transportation Engineers
www.rameykemp.com
919-872-5115 Tel. [phone] Fax.
Raleigh, North Carolina 27609
5808 Faringdon Place, Suite 100
ASSOCIATES, INC.
&
NC License No. C-0910
PLANS PREPARED BY: Ramey Kemp & Associates
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PMP-2 PAVEMENT MARKING DETAILS
WAKE COUNTY
LOCATION: VANDORA SPRINGS ROAD (SR 2713)
16266
TA
THERMOPLASTIC(4", 120 MILS)
E
NG INEERNORTHCAROLINA
SEAL
043171
SMLEH .S
S
ACUL
L
ANOISSEFORP
PROJECT: 16266KAYLA M. POULOS, E.I.
LUCAS S. HELMS, P.E.
TD
YELLOW DOUBLE CENTERTI
3 FT.-9 FT./SP WHITE MINISKIP
THERMOPLASTIC(4", 90 MILS)
WHITE EDGELINE
PMP-2
-L- VANDORA SPRINGS ROAD (SR 2713)
-L- VANDORA SPRINGS ROAD (SR 2713)
TI
TA
TA NAD 83/ 2011SEE THIS SHEETMATCHLINE -L- STA. 17+50.00SEE THIS SHEETMATCHLINE -L- STA. 17+50.00TI
MBE
R DRI
VETIFFANY CIRCLEMIRIAM AVENUETI
TD
PAVEMENT MARKING DETAILS
TIP NO.
SEAL
DATE:
APPROVED:
SHEET NO.NAD 83/ 20111/8/2019...\16266_TC_pmp02.dgnUser: lhelmsRAMEY KEMP
Transportation Engineers
www.rameykemp.com
919-872-5115 Tel. [phone] Fax.
Raleigh, North Carolina 27609
5808 Faringdon Place, Suite 100
ASSOCIATES, INC.
&
NC License No. C-0910
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
16266
15'15'11'11'
-L- STA. 10+37.10
BEGIN PROJECT
TO EXIST.
TIE
15+00
TC
TC
15'15'11'11'-L- STA. 22+99.46
END PROJECT
TIE TO EXIST.
TIE TO EXIST.
20+00
274.95
275.15 EX_RW
EX_EP3:10.020 274.73G.P. 275.2528.67274.75274.76
EX_RW
EX_RWEX_EPEX_EP3:10.0200.020 274.61274.6134.10272.76G.P. 275.0329.01275.33274.15
EX_RW
EX_RWEX_EPEX_EP3:10.0200.020 274.01274.0130.44273.3728.30275.28G.P. 274.4300
00
55
55
1010
1010
1515
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275 275
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270 270
11+50.00
X-116266
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2.5 5
273.07
EX_RW
EX_RW
EX_EPEX_EP3:10.0200.020 273.00273.0028.93272.8732.63275.72G.P. 273.42271.77
EX_RW EX_RW
EX_EPEX_EP3:13:1 0.0200.020 271.69271.6926.74272.2927.95271.8926.74272.29G.P. 272.11270.69
EX_RW EX_RWEX_EPEX_EP3:13:1 0.0200.020 270.71270.7134.99268.5634.46268.73G.P. 271.13270.06
EX_RW
EX_RWEX_EPEX_EP0.0200.020 270.09270.09G.P. 270.51EL. 268.68
EL. 270.68
EL. 268.86
EL. 270.86
00
00
55
55
1010
1010
1515
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2020
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265 265
270 270
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280 280
13+00.00
X-216266
-L- (Vandora Springs Rd.)
2.5 5
260 260
265 265
270 270
275 275
255 255
13+50.00
269.81
EX_RW
EX_RWEX_EPEX_EP3:13:1
0.0200.020 269.82269.8239.12266.2937.64266.79G.P. 270.24269.95
EX_RW EX_RWEX_EPEX_EP3:13:1
0.0200.020 269.91269.9138.08266.7335.77267.50G.P. 270.33270.58
EX_RW EX_RWEX_EPEX_EP3:13:1
0.0200.020 270.62270.6237.64267.5935.71268.23G.P. 271.0400
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
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260 26014+00.00
X-316266
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2.5 5
265 265
270 270
275 275
280 280
285 285
260 26014+50.00
265 265
270 270
275 275
280 280
285 285
260 260
15+00.00
271.94EX_RW
EX_RWEX_EPEX_EP0.0200.020 271.95271.95G.P. 272.3742.02270.8845.81270.31DRIVEWAYDRIVEWAY
0.020.020.080.15 0.02 0.08
0
.15
0.02
273.99EX_RW EX_EPEX_EP3:13:1 0.0200.020 273.88273.8832.71272.4936.13271.35G.P. 274.30276.48
EX_RW
EX_EPEX_EP3:13:1 0.0200.020 276.43276.4328.45276.4628.33276.51G.P. 276.8500
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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2.5 5
270 270
275 275
280 280
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265 26515+50.00
270 270
275 275
280 280
285 285
265 26516+00.00
275 275
280 280
285 285
290 290
295 295
270 27016+50.00
279.34
EX_RW EX_RW
EX_EPEX_EP3:13:1 0.0200.020 279.47279.4728.13279.6129.74279.07G.P. 279.89282.40
EX_RW
EX_RW
EX_EPEX_EP3:13:1 0.0200.020 282.54282.5427.61282.8528.85282.44G.P. 282.96285.47
EX_RW
EX_RW
EX_EPEX_EP3:13:1 0.0130.020 285.73285.6127.65285.9126.90286.28G.P. 286.03288.50
EX_RW
EX_EPEX_EP3:13:1 0.0010.020 288.97288.5731.87288.2529.05288.80G.P. 289.0400
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
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3535
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275 275
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280 280
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290 290
17+50.00
285 285
290 290
295 295
280 280
18+00.00
285 285
290 290
295 295
300 300
18+50.00
275275
291.26
EX_RW
EX_EPEX_EP3:13:1 0.0150.020 291.98291.3733.83289.7929.29291.72G.P. 291.80293.88EX_RW
EX_RW
EX_EPEX_EP3:13:1 0.029
0.029 294.94293.9731.10293.1229.52294.62G.P. 294.54296.45EX_RW
EX_RW
EX_EPEX_EP3:13:1
0.043
0.043 297.90296.4631.14295.5930.00297.42G.P. 297.26298.84EX_RW
EX_RW
EX_EPEX_EP3:10.050
0.050 300.40298.7031.01299.58G.P. 299.6244.40296.04DRIVEWAY
0.020.040.15
0.25
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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2.5 5
290 290
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19+00.00
290 290
295 295
300 300
19+50.00
295 295
300 300
290 290
20+00.00
295 295
300 300
305 305
310 310
290
20+50.00
301.04
EX_RW
EX_EPEX_EP3:13:1
0.050
0.050 302.27300.5431.18299.6531.75301.41G.P. 301.47302.71
EX_RW
EX_EPEX_EP3:13:1
0.050
0.050 303.92302.0030.82301.4135.95302.75G.P. 302.95304.42
EX_RW
EX_RW
EX_EPEX_EP3:1 0.073303.0830.45303.03G.P. 304.54306.74
EX_RW
EX_RW
EX_EPEX_EP3:1 0.067305.3235.77304.14G.P. 306.7800
00
55
55
1010
1010
1515
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2020
2020
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21+50.00
300 300
305 305
310 310
295 295
22+00.00
300 300
305 305
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315 315
22+50.00
309.46
EX_RW
EX_RW
EX_EPEX_EPEX_EP312.08
EX_RW
EX_EPEX_EP00
00
55
55
1010
1010
1515
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2020
2020
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305 30523+50.00