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100'
100'
100'
100'
60'
95'
90'
50'
50'
HH
W1958457.85
HH
HH
HH
HH
30" C&G
CONC. S/W
CO
NC. S/
W
CONC. S/W
CONC. S/W
30" C&G
30" C
&G
30" C
&G
30" C&G
30" C&G
30" C
&G
30" C
&G
30" C
&G
30" C
&G
30" C&G
30" C&G
30" C
&G
30" C
&G
30" C&G
30" C&G
30"
C&
G
30"
C&
G
30" C&G
30" C&G
30" C
&G
30" C
&G
CO
NC. S/
W
CO
NC. S/
W
CONC. S/W
CO
NC. S/
WC
ON
C. S/
W
CONC. S/W
CO
NC. S/
W
30" C
&G
HH
HH
GAS VENTS
STATION
GAS TEST
POLE
RR SIGNAL
POLE
RR SIGNAL
POLE
RR SIGNAL
BAD CONDITION
24" CMP IN
5' WOOD FENCE
4.5' PVC FENCE
DRIVE
CONC.
CA
RP
OR
T
DRIVE
CONC.
DRIVE
CONC.
DRIVE
CONC.
DRIVE
CONC.
DRIVE
CONC.
DRIVE
CONC.
POLE
FE
NC
E
4'
WR
OU
GH
T IR
ON
PATIO
CO
NC.
4' PVC FENCE
BST
PARKING
18" M
OU
NT
AB
LE
CU
RB
18" M
OU
NT
AB
LE
CU
RB
BST
BST
BST
BST
LA
ND
SC
AP
E
AR
EA
LA
ND
SC
AP
E
AR
EA
LA
ND
SC
AP
E
AR
EA
HH
4' WOOD
FENCE
4' WOOD FENCE
5' WOOD FENCE
& WALKWAY
PAVER PATIO
DECKWOOD
POND
KOI
DECK
WOOD
SPLIT RAIL WOOD FENCE
BM 1999 PG 926
OPEN SPACE AREA
50' LANDSCAPE
BM 1997 PG 1083
OPEN SPACE AREA
50' LANDSCAPE
BM
2014 P
G 16
10
30'
TY
PE "D
" L
AN
DS
CA
PE
BU
FF
ER
BM
2014 P
G 553
30'
TY
PE "D
" L
AN
DS
CA
PE
BU
FF
ER (C
OS)
BM
2014 P
G 761
30'
TY
PE "D
" L
AN
DS
CA
PE
BU
FF
ER
HH
HH
GR
AVE
L
GRAVEL
4' SPLIT RAIL WOOD FENCE
AND PANEL
TELEPHONE CAB.
CONC PAD WITH
FENCE
4' IRON
FENCE
4' IRON
GAS LINE
U/G
12" CMP
INV=448.36'INV=448.60'
HOUSE
PLAY
5' WOOD FENCE
5' WOOD FENCE
CONC
DECKWOOD PATIO
BRICK
5' WOOD FENCE
DECK
WOOD
CONC
5' W
OO
DF
EN
CE
DECK
WOOD
FE
NC
E5' W
OO
D
&
WO
OD
ST
EP
S
LA
ND
SC
AP
E
TIM
BE
RS
BORDERS
LANDSCAPE
STONE
5'
WO
OD
FE
NC
E
PAD
CONC
(DRY)
POND
PAD &
CONC
GRAVEL
CAN
MET
WOOD DECK
GRAVE
L
PAVERS
& STEPS/
WOOD WALKFENCE
5' WOOD
6'
WO
OD
FE
NC
E
PAD
CONC
BRICK STEPS
PORCH &
CONC
W/ LIGHT
BRICK COLUMNS
6'
WO
OD
FE
NC
E
HOUSE
PLAY
STEPS
BLOCK
PATIO
DECK
WOOD
W/ FOUNTAINS
STONE PATIO
6' W
OOD FENCE
LA
ND
SC
AP
E
AR
EA
SWING
& WOOD DECK
COVERED PORCH
6'
WO
OD
FE
NC
E
6' WOOD FENCE
6'
WO
OD
FE
NC
E
PORCH
SCREENED
DECK
WOOD
CONC PATIO
STONE WALK &
DECK
WOOD
WOOD PORCH
COVERED
PAD
CONC
PATIO
DECK
WOOD
DECK
WOOD
LT
LT
LT
LT
LT
LT
LT LT
LT
LT
LT
LTLT
LTLT
30" RCP
30" R
CP
30" R
CP
6' W
OO
D
FE
NC
E
6' W
OO
D FENCE
PAD
CONC
5' WOOD FENCE
PICKET FENCE4' WOOD
4' WOOD FENCE
4' W
OOD FENCE
PATIO
BRK
DECK
WOOD
PLANTER
6" WOOD WALL
1' STONE WALL
DECK
WOOD
PAD
CONC
DECK
WOOD
& WOOD DECK
COVERED PORCH
LT
LT
LT
LT
LT
WOOD DECK
CONC PATIO &
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
WE
XIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
WE
XIS
TIN
G
R/
WE
XIS
TIN
G
R/
WE
XIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING 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
EXISTING R/W
FE
NC
E
4.5'
PV
C
AREA
LANDSCAPE
PD
BST
BST
BST
BST
BS
T
BST BST
BS
T
BST
BS
T
BS
T
BS
T
BS
T
BS
T
BS
T
10
15
25
30
10
15
25
30
35
15
F
FF
F
FF
FF
CC
F
F
F
F
C
C
F
F
F
FF
F F F F F F F F F F F FF F F
F F
F F
F FF C C
F
F
F
CC
C
FC
CC
C
FF
F
F
F
F
C
C
F
F
F
F
F
F
F
F
F
F
F
C
C
F
F
F
F
F
F
F F F F
F
F
F
F
C
F
F
F
F
C
C
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
LEGEND
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
AND GUTTER
RAILROAD RIGHT OF WAY
PROPOSED TRAFFIC SIGNAL
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENTROLL 1 OF 1
RO
LL 1 O
F 1
RO
LL 1 O
F 1
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
WAKE COUNTY
WA
KE
CO
UN
TY
WA
KE
CO
UN
TY
PROJECT 44822.3.1 (U-5928)P
ROJE
CT 44822.3.1 (U
-5928)
PR
OJE
CT 44822.3.1 (U
-5928)
0' 100' 200'
50'
100'
(ENGLISH)
PUBLIC MEETING MAPP
UB
LIC
ME
ETIN
G
MA
P
PU
BLIC
ME
ETIN
G
MA
P
RR. RAILROAD CROSSING CLOSURE AT TINGEN ROAD.APEX PEAKWAY AT SOUTH SALEM STREET AND CSX
CONSTRUCT GRADE SEPARATED INTERCHANGE FOR JAMES STREET TO TOWHEE DRIVE.
RR. R
AIL
RO
AD
CR
OSSIN
G
CL
OS
UR
E
AT
TIN
GE
N
RO
AD.
AP
EX
PE
AK
WA
Y
AT S
OU
TH
SA
LE
M
ST
RE
ET
AN
D
CS
X
CO
NS
TR
UC
T
GR
AD
E S
EP
AR
AT
ED IN
TE
RC
HA
NG
E F
OR
JA
MES S
TR
EE
T
TO
TO
WH
EE
DRIV
E.
RR. R
AIL
RO
AD
CR
OSSIN
G
CL
OS
UR
E
AT
TIN
GE
N
RO
AD.
AP
EX
PE
AK
WA
Y
AT S
OU
TH
SA
LE
M
ST
RE
ET
AN
D
CS
X
CO
NS
TR
UC
T
GR
AD
E S
EP
AR
AT
ED IN
TE
RC
HA
NG
E F
OR
JA
MES S
TR
EE
T
TO
TO
WH
EE
DRIV
E.
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
= 0.04= 40 mph= Urban
46'
-L- STA. 11+00.00
TO I-54
0S SA
LEM ST
BEGIN TIP PROJECT
-L- STA. 36+00.00
END TIP PROJECT
TO APEXS SALEM ST
APEX PEAKWAY
APEX PEAKWAY
16
19
18
17
15
14
13
12
11
10
9
8
76
54
3
1
2
23
29
20
22
28
24
25
26
27
30
31
32
33
34
35
36
37
38
39 40
41
42
43
44
45
46
47
48
49
50
51
29
21
44'
22'
33'
33'
22'
11'
22'
11'
11'
28'
28'
28'14'
14'
35' 25'
25' 25'
25' 25'
25' 25'
34'12'
12'
12'
24'
12'
12'
12'
35' 25'
24'
22'
TOWHEE DRIVETOWHEE DRIVE
ROAD
TO OLIVE CHAPEL
AT SUGARLANDTHE TOWNES
SUGARLAND RUN
WHITEHALL MANOR
11'
7.8'
WALL HEIGHT
12.6'
WALL HEIGHT
18.8'
WALL HEIGHT
26.3'
WALL HEIGHT
34'
WALL HEIGHT
(NC-55)
TO W WILLIAMS ST.
JAMES STREETROAD
TO TINGEN
WHITEHALL MANOR HOMEOWNERS ASSOCIATION1
WHITEHALL MANOR HOMEOWNERS ASSOCIATION2
JOSEPH LEMMENS3
4 GREGORY SCOTT JOHNSON
5 DALE & CANDACE R. SPAULDING
6 KEVIN MICHAEL GIBBS & HELEN ELIZABETH LEWIS
7 JAMES C. & JOYCE H. PINNIX
8 HERIBERTO & EVELYN SUAREZ
9 MICHAEL GEORGE & JANICE LEE ANN STENULIS
10 DWAYNE D. & EMILY G. DEAN
11 DAVID MICHAEL BARNHART & MARGARET KATHERINE PAULS
12 RONALD J. & SARAH A. BOMBERGER
13 MYRIAM E. HARVEY
14 JENNIFER L TRUMP & THEODORE PALMER
15 CRAIG D. & JILL F. VANCE
16 NATHAN & JESSICA HARWELL
17 MATTHEW E. & NICOLE W. LIGHTNER
JAMES P. & ANNA E. KERNS18
CASEY J. & JENNY T. ROSS19
20 WHITEHALL MANOR HOMEOWENERS ASSOCIATION
21
22
23
24
25
WHITEHALL MANOR HOMEOWENERS ASSOCIATION
ACG APEX II, LLC
ACG APEX, LLC
PINE PROPERTIES, INC
ELIZABETH COREA
SUGARLAND RUN HOMEOWNERS ASSOCIATION, INC
ALYSSA STEPUSIN & JUSTIN BYRD
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
JIMMIE W. UPCHURCH JR.
CJS APEX ASSEMBLAGE, LLC
STANDARD PACIFIC OF THE CAROLINAS, LLC
STANDARD PACIFIC OF THE CAROLINAS, LLC
NATHANIEL & ELIZABETH SONCRANT
BRIAN & CONSTANCE KINNEY
JEFFERY & MICHELE LUECKING-SUNMAN
CRAIG S. & FAYE R. FARBER
GERARD L. & MICHELLE PAYNE
SAURAV & BRYONY MALTRA
ANDREW J. & AMY L. GARBADE
STANDARD PACIFIC OF THE CAROLINAS, LLC
JHAN & DAWN VANNATTA
PAUL F. JR. & RENNEE R. MATTHAI
LU KANG & YANQI CHEN
CLIFTON LAMAR MUCKENFUSS III & MARY ANN D'AMICO
VINEETH VARGHESE & SHERIN SARA JOHN
JASON & ANDREA PAROLY
MARK T. & LAURIE A. SEYMOUR
SAPAN & RATNA PALIT
OLUWOLE & OLATUBOSUN ALOBA
SANJAY & BHARTY TYAGI
STANDARD PACIFIC OF THE CAROLINAS, LLC
51STANDARD PACIFIC OF THE CAROLINAS, LLC
TYPICAL SECTION
APEX PEAKWAY BRIDGE
8'
CL
POINT
GRADE
0.02 0.02 0.020.02
CL
CL
0.020.02
POINT
GRADE
0.02 0.02
TYPICAL SECTION
QUADRANT LOOP
TYPICAL SECTIONSALEM STREET
POINT
GRADE
0.02 0.02
CL
4.5'5'
11'11'
2'.5'
-L- -LOOP--Y-
PI Sta 14+29.83
D
L = 539.35'
T = 270.72'
R = 2,500.00'
PI Sta 10+38.32
D
L = 65.97'
T = 32.98'
R = 25,000.00'
PI Sta 26+39.50
D
L = 158.33'
T = 79.17'
R = 10,000.00'
PI Sta 31+21.47
D
L = 333.86'
T = 167.06'
R = 3,500.00'
PI Sta 14+55.81
D
L = 282.23'
T = 179.49'
R = 180.00'
2016
2040ADT
20,4002,300 1,100
12,800
13,200
7,400 1,000
PEAKWAY
APEX
10,300
12,3002,000 2,000
PEAKWAY
APEX
1,8001,800
1,400
ROAD
TINGEN
STREET
JAMES
ROAD
TINGEN
400
7,300 1,600
2,2001,800
11,300
16,800
2,200
500
1,500
1,600
18,200
8,500
600
300
1,400
-100
-100 -100
400 1,200
(S SALEM STREET)
SR 1011
(S SALEM STREET)
SR 1011
2,400
2,300
800
200200
0.020.02
CLSAFETY FENCING SAFETY FENCING
SAFETY FENCING
TYPICAL SECTION
APEX PEAKWAY BRIDGE APPROACH (SOUTHBOUND)WALLRETAINING PROPOSED
0.02
11' 11'4' 11'
0.08
5'
2'
4:1
2'
14' 14' 4' 14' 14'
2'
2'
5'
2:1
4:1
2:1 to 4
:12:1 to 4:1
2:1 to 4
:1
5'
8'
2'
14' 11'
8'
16'
4' 10' 11' 14'
2'
8'
11' 8.5' 11' 16'
80'
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