PO
ND
LT
AP
T
BL
DG
2S
BKF
1SB
LK
BU
S
LT
0’ 50’ 100’
25’
50’
(ENGLISH)
LEGEND
EXISTING BUILDING
SCALE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
EXISTING ROADWAY
EXISTING ROADWAY TO BE RESURFACED
PROPOSED ROADWAY
AND GUTTER TO BE RETAINEDEXISTING SIDEWALKS, STRUCTURES, ISLANDS, CURB
EXISTING TRAFFIC SIGNAL
CONSULTING ENGINEERS
ORTON HOMAS AND SSOCIATES, NC.MA. T A I
6131 FALLS OF NEUSE ROAD, SUITE 106, RALEIGH, NC 27609
(919) 855-9989 FAX:(919) 855-5687
EMAIL: [email protected]
NCBELS LICENSE # F-1049DO NOT USE FOR R/W ACQUISITIONINCOMPLETE PLANS
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
PU
BLIC
ME
ETIN
G
MA
P(6
5%
DE
SIG
N)
WA
KE
CO
UN
TY
WID
ENIN
G
PR
OJE
CT
PL
EA
SA
NT
VA
LL
EY
RO
AD
CIT
Y
OF
RA
LEIG
H
PR
OJE
CT
PU
BLIC
ME
ETIN
G
MA
P(6
5%
DE
SIG
N)
WA
KE
CO
UN
TY
WID
ENIN
G
PR
OJE
CT
PL
EA
SA
NT
VA
LL
EY
RO
AD
CIT
Y
OF
RA
LEIG
H
PR
OJE
CT
MAP CREATED BY:
PROPOSED RETAINING WALL
R
W PROPOSED RIGHT OF WAY
PROPERTY LINES
EXISTING RIGHT OF WAY
PROPOSED PEDESTRIAN REFUGE LOCATION
GoRaleigh ROUTE 6 BUS STOP
PROPOSED TEMPORARY EASEMENT
PROPOSED PERMANENT EASEMENT
PROPOSED UTILITY EASEMENT
CURB AND GUTTERPROPOSED STRUCTURES, ISLAND,
6’ CONC SIDEWALK
6’ CONC. SIDEWALK
SIDEWALK6’ CONC.
-L- STA. 13+80.86END RETAINING WALL
-L- STA. 12+70.90BEGIN RETAINING WALL
SIDEWALK6’ CONC
SIDEWALKBEG. 6’ CONC
6’ CONC SIDEWALK
-L- STA. 12+70.90BEGIN RETAINING WALL-L- STA. 12+70.90BEGIN RETAINING WALL
SIDEWALK5’ CONC
SIDEWALK6’ CONC
6’ CONC SIDEWALK
DA
TE:
MA
RC
H
15, 2018
DA
TE: M
AR
CH
15, 2
018
0.020.02 0.02
2:1 M
AXVARIE
S
2:1 M
AXVARIE
S
GRADE
POINT 0.02
STGRADE TO THIS LINE
CL
TYPICAL SECTION
GROUNDEXISTING
GROUNDEXISTING
S
S
BFP
BFP
INV
=417.6
2’
S
S
INV
=364.7
1’
S
S
15"
RC
P
W
15" R
CP
15" RCP
18"
RC
P
15"
RC
P
24" C&G
24" C&G
30"
C&
G
30"
C&
G
30"
C&
G
30"
C&
G
CO
NC IS
L
CO
NC IS
L
CONC IS
L
CONC ISL
WOODS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
SHRUBS
MB
S
S M.WELL
LT
LT
LT
LT
SHRUBS
LT
72" CHL SIGN
15" RCP
S
WELL
GUARD POSTS
GRASS
24" C&G
GRASS
SIGN
P
72" C
HL
72"
CH
L
30" C
&G
30" C&G
30" C&G
30" C&G
30" C&G
WO
OD
S
24" C
&G
24" C
&G
24" C&G
SIG
N
24" C&G
24" C
&G
24" C
&G
24" C&G
24" C&G
SIGNSIGN
S
72" WD
P
LT
SS
S
S
S
18" RCP
S
30" C
&G
30" C
&G
24" C
&G
30" C
&G
30" C
&G
24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
GRAVEL
LT
LT
SS
18" RCP
18" RCP
S
S
15" RCP
15" RCP
S
P
12"
RC
P
EN
D
BU
RIE
D
S S
24" C&G S
S
SIGN
S
S
S
WOODS
GRASS/SOIL
W/
BRIC
K
CO
LU
MN
S
60"
SP
LIT
RAIL
S
18" R
CP
18"
RC
P
S
15" RCP
24" R
CP
24" RCP
15" RCP
12" RCP
15" R
CP
18" RCP
12"
RC
P
15" RCP
15" RCP
15" R
CP
18" RCP
18"
RCP
18"
RCP
18" RCP
18" R
CP
15" RCP
T
T
T
T
T
C
C
T
T
HH
TT
T
CC
C
T
T
HH
A/G GAS
BFP
S
18" RCP18" RCP
EIR
EIR
EIP
EIR
EIP
EIP
EIP
EIP
EIR
EIR
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIR
EIR
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
X IN CONC
EIP
EIP
EIP
GRASS
S
S
S
SIG
N
GRASS
S
S
EIP
EIP
EIP
FLAG POLE
ECM
EIP
ECM
ECM
EIP
BM 2001 PG 1961C.O.R. PSE
T
T
S
HH
HH
HH
T
TT
HH
HH
HH
HH
S
HH
T
C
HH
HH
EM
EMS
HH
HH
EM
8" DIP
8" U
NK
8" U
NK
12" DIP
16"
DIP
16"
DIP
8" UNK
8"
DIP
8" PVC
8" DIP
8" PVC
8" PVC
12" DIP
12" UNK
12" PV
C
2" U
NK
4" U
NK
4" U
NK
8" U
NK
8" UNK
8" UNK
8" UNK
2"
UN
K
2" UNK
2" UNK
2" U
NK
2" U
NK
2" UNK
2"
UN
K
10"
UN
K
GR
AS
S
S
S
15" R
CP
15" RCP
15" RCP
24" R
CP
24" R
CP
15" RCP
15" R
CP
30" C
&G
EIP
N 87°07’12" W
98.14’
N 01°1
7’5
7" E
300.6
6’
S 23°2
6’4
2" E
N 48°0
1’28" E
188.89’
EIP
EIP
INV
=357.6
3’
INV
=366.4
5’
INV
=367.9
4’
INV
=361.7
5’
18" RCP
30" R
CP
30"
C&
G
15" RCP
24" R
CP
END UNK
EN
D
UN
K
18" R
CP
15" H
DP
E
15" HDPE
8" C
LA
Y
24" C&G
72" CHL
20’ S
EW
ER
EAS
EM
EN
T
BM 19
78 P
G 885
20’ ACCESS EASEMENT DB 1861 PG 559
6’ C
ONC
5’ CONC
5’ CONC
5’
CO
NC
5’ CONC CONC
5’ CONC
5’ C
ON
C
5’ CONC
5’ C
ON
C
CONC
CONC
CONC
5’ CON
C
5’ C
ONC
5’ CON
C
5’ CONC
5’ CONC
5’ CONC
5’
CO
NC
CONC
5’ C
ON
C
5’ C
ON
C
5’ CONC
CONC
5’ CONC
CONC
CONC
CO
NC
BM 1983 PG 457
DB 14205 PG 311
PIN 0786-67-6281
DUNN DEVELOPERS OF RALEIGH INC
BM 1983 PG 457
DB 14205 PG 311
PIN 0786-67-6281
DUNN DEVELOPERS OF RALEIGH INCBM 2010 PG 270
DB 16188 PG 593
PIN 0786-67-9150
OF RALEIGH INC
PROVIDENCE BAPTIST CHURCH
BM 1995-1268
DB 7105 PG 238
PIN 0786-57-3672
WIDGEON ASSOC LLCBM 1959 PG 370
DB 2046 PG 53
PIN 0786-57-4834
CITY OF RALEIGH
BM 2008 PG 105
DB 01 PG 01
BARNHILL CONTRACTING COMPANY
BM 2008 PG 105
DB 3865 PG 887
PIN 0786-67-0659
BARNHILL CONTRACTING CO.
BM 1981 PG 391
DB 7460 PG 657
BARNHILL COMPANY
BM 1985 PG 276
BM 1983 PG 802
DB 15875 PG 1246
PIN 0786-67-2433
GALAXY STORAGE TWO LP
BM 1989 PG 721
DB 10717 PG 2106
PIN 0786-67-2033
ISTAR BOWLING CENTERS LP
BM 1980 PG 923
DB 14841 PG 1209
PIN 0786-67-5611
LOT ID 0115208
BM 1980 PG 923
DB 14711 PG 2351
PIN 0786-67-5309
REPSOUTH PROPERTIES RALEIGH LLC
BM 1981 PG 727
DB 14827 PG 1
PIN 0786-67-5109
TRIAD REAL PROPERTIES LLC
BM 1981 PG 727
DB 8607 PG 1229
JAVA VENTURES LLC
BM 2014 PG 680
DB 15672 PG 1288
PIN 0786-67-5805
SUNSTAR INC NC
BM 1981 PG 473
DB 13250 PG 230
PIN 0786-67-3915
HARRIET BRUCE FAMILY LLC
DB 15940 PG 1468
PIN 0786-68-0061
OMID LLC
BM 2001 PG 541
DB 10722 PG 2160
DEBRA MOLL
STEVEN A &
BM 1991 PG 411
DB 12090 PG 1633
PIN 0786-58-8376
GLENWOOD ASSOC. LLC
BM 1981 PG 473
DB 13250 PG 230
PIN 0786-68-1084
HARRIET BRUCE FAMILY LLC
BM 1963 PG 103DB 15540 PG 2314PIN 0786-58-4058
AJG PROPERTIES LLC
BM 1980 PG 769
DB 9018 PG 700
PIN 0786-58-4270
STEVEN & DEBRA L. MOLL
BM 1987 PG
578
DB 8714 PG
44
BFM
REALTY LLC
BM 2010 PG 270DB 16188 PG 593PIN 0786-66-4660K. I. RAMZY ASSEL
BM 1980 PG
285
DB 2736 PG
510
PIN 0786-77-0804
MARVIN
W
NELSO
N TRU
ST
BM 1985 PG 276
BM 1983 PG 802
DB 15875 PG 1246
PIN 0786-67-2433
GALAXY STORAGE TWO LP
BM 2010 PG 270
DB 16188 PG 593
PIN 0786-66-4660
OF RALEIGH INC
PROVIDENCE BAPTIST CHURCH
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G R/
W
EXISTI
NG R/
W
EXIS
TIN
G R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G R/
W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
20
21
22
23
24
26
18
20
25
EXISTING R/W
EXISTING R/W
DESIGN DATA
MAX SUPERELEVATION
DESIGN SPEED
FUNCTIONAL CLASS
= 0.04
= 35 MPH
= 3-LANE UNDIVIDED
11’ 11’ 11’
*6’
LANEBIKE5’
1’
2’LANEBIKE5’
6"
*6’
2’
1’
6"
17"
VAR.
VARIES VARIES
SIDEWALKSIDEWALK
END PROJECT
BEGIN PROJECT
STA 20+00STA 15+00STA 10+00 STA 25+00
CURVE DATA
PI Sta 14+50.70
D
L = 539.31’
T = 270.71’
R = 2,490.00’
PI Sta 19+56.27
D
L = 315.73’
T = 158.83’
R = 1,170.00’
CURVE L1 CURVE L2
e = 0.02 e = 0.028
PI Sta 11+08.36
D
L = 125.37’
T = 62.87’
R = 665.00’
PI Sta 10+83.25
D
L = 166.49’
T = 83.25’
R = 4,800.00’
PI Sta 13+59.85
D
L = 385.81’
T = 193.36’
R = 2,290.53’
Y1 CURVE 1 Y1 CURVE 2 Y2 CURVE 1
-L- PLEASANT VALLEY
-Y1- AND -Y2-
PI Sta 22+95.75
D
L = 223.48’
T = 111.82’
R = 2,490.00’
CURVE L3 CURVE L4 CURVE L5
e = 0.02 e = 0.036 e = MATCH EXIST.
PI Sta 26+15.54
D
L = 144.20’
T = 72.44’
R = 610.00’
PI Sta 28+81.33
D
L = 168.85’
T = 96.41’
R = 140.00’
PI Sta 19+56.27
L = 315.73’
T = 158.83’
R = 1,170.00’
CURVE L2
e = 0.028
US 70 (G
LEN
WO
OD
AVE.)
GR
OV
E
CH
UR
CH
RO
AD
DU
RA
LEIG
H
RO
AD
-L- PLEASANT VALLEY ROAD
DELTA LAKE DRIVE
CO
MM
ER
CIA
L
AV
EN
UE
STA 10+00STA 15+00
ST
A 15+
00
-Y4- STA. 13+00
MATCHLINE
END PROJECT
INSET 1
-Y4- S
TA. 13+00
MA
TC
HLIN
E
DRAIN PIPESTORMPROPOSED
DRAIN PIPESTORMPROPOSED
