r4902 rdy phm SHT4 half - Home | Connect NCDOT
1
0’ 100’ 200’ 50’ 100’ (ENGLISH) 0’ 100’ 200’ 50’ 100’ (ENGLISH) M E C KLE NBURG C OUNT Y F . A. P ROJ E CT I M NHF - 485 ( 8 ) C:\NCDOT_V8_WORKSPACE\ROADWAY_STDS\Standards\Plot\roadway_phm_aerial.pen C:\NCDOT_V8_WORKSPACE\NCDOT_STDS\Standards\data\NCDOT.CTB NCDOT RDU PLOT CONTROL DATA: PROJECT 39929.1.1 (R-4902) P ROJ E CT 39929 . 1 . 1( R- 4902 ) ROLL 4 OF 6 - L - S T A . 27 3 + 15 . 00 M A T CH L I NE T O S HE E T 3 - Y 8 - S T A . 3 0 + 50 . 00 M A T C H L I N ET O S H E E T6 - L - S T A . 36 3 + 0 0 . 0 0 M A T CH L I NE T O S HE E T 5 M E C KLE NBURG C OUNT Y F . A. P ROJ E CT I M NHF - 485 ( 8 ) P ROJ E CT 39929 . 1 . 1( R- 4902 ) ROLL 4 OF 6 DE S I GN P UBL I C M EET I NG M AP DE S I GN P UBL I C M EET I NG M AP LEGEND EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS TO BE REMOVED AND GUTTER LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT STREAM BUFFER ZONE WETLAND LIMITS BOUNDARY I S L A N D , C U RB A N D G U TTE R TO BE RETAINED E X I S T I N G S T R U C T U R E S , N OI S E WA LL , CITY OR TOWNSHIP LIMITS R E MOV E E X I S T I NG T R A FF I C S I GNA L NOISE STUDY AREA EXISTING TRAFFIC SIGNAL PROPOSED FULL DEPTH SHOULDER LEGEND EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS TO BE REMOVED AND GUTTER LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT STREAM BUFFER ZONE WETLAND LIMITS BOUNDARY I S L AN D , C U RB A N D GU T T E R TO BE RETAINED E X I S T I NG S T R U C T U R E S , N OI S E WA L L , CITY OR TOWNSHIP LIMITS R E MOV E E X I S T I NG T R A F F I C S I GNA L NOISE STUDY AREA EXISTING TRAFFIC SIGNAL PROPOSED FULL DEPTH SHOULDER C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A CANOP Y WD & MTL C T T C T T T T C T C T C T T T T T C T T T C T C C C C C C C C C C C C C C C T T T T T T T T T T W C T 275 280 285 29 0 295 300 305 310 315 320 325 330 335 340 345 350 355 360 335 355 - L - P CC S t a . 304 + 41 . 99 -L- CS Sta. 318+41.99 - L - S TS t a . 322 + 4 1 . 99 C C F C C C C F F C C F F F F F F F F C C F C C C F C C F F F F F F F F F C C F F C F F F C F F F F F F F F F F F F C F F F F F F F F F F F F F F F F F C C F C F F F F F F - L - P O TS t a 32 7 + 55 . 90 B K = - L - P O TS t a 327 + 57 . 04 AH INTERSTATE 485 485 I N T E R S T A TE INTERSTATE 485 1 S F D 1 S F D 1 SF D S S S S S S S S HOU S E P U MP 1 S F D 1 SF D 1 SFD 1 S F D 1 S F D 1 S F D 1 SF D 1 SF D 1SFD S S S S S S S S S S S S S 1 S F D 1 S F D 1 SF D 1 SF D 1 S F D 1 S F D 1 S F D 1 S F D S S G S S S S S S S S S S G G G G 2 4 ’ F. A. PROJECT IMNHF-485(8) MECKLENBURG COUNTY DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS ROLL 4 OF 6 -L- I-485/ US 521 (JOHNSTON RD) (JOHNSTON RD) 2015 ADT 2035 ADT US 521 I-485/ US 521 72,200 96,700 39,100 17,400 23,500 21,000 29,300 15,600 21,000 15,600 17,400 36,200 41,500 8,500 5,700 8,500 4,200 5,800 115,400 182,900 4,200 5,800 8,500 4,200 5,800 3,600 5,700 5,700 131,900 198,700 FROM NC 51 TO US 521 (JOHNSTON RD.) I-485 W/ AUXILIARY LANE DESIGN DATA Max. Superelev. Design Speed Functional Class. = 0.10 = 70 mph = INTERSTATE DIGITAL MOSAIC DATA 3,600 23,500 0 0 - R P D B - 2009 MECKLENBURG COUNTY GIS SOUTH OF CHARLOTTE I-485 FROM I-77 TO REA ROAD C L GRADE POINT 0.02 -L- 0 . 04 12’ 0.02 0.02 0.02 0.02 0 . 0 4 12’ 10’ 0.02 0.02 GRADE POINT PS PS 24’ 24’ ORIGINAL GROUND 2’ ORIGINAL GROUND ORIGINAL GROUND ORIGINAL GROUND ORIGINAL GROUND 6 : 1 6 : 1 6 : 1 18’ 6’ 12’ 2 : 1 VAR. F OR CUT S HNGE P ONT 2 : 1 VAR. WBL EBL 0 . 04 FDPS 10’ 2’ 0 . 04 FDPS 10’ 0.02 0.02 FDPS 12’ 12’ FDPS DESIGN PUBLIC MEETING MAP LANE AUXILIARY 12’ EXISTING CONTROL OF ACCESS PROPERTY LINES C A PRESENT ADT FUTURE ADT 2015 2035 WLB BZ EXISTING CONTROL OF ACCESS PROPERTY LINES C A PRESENT ADT FUTURE ADT 2015 2035 WLB BZ S OUT H OF CHARL OTTE I- 485 F ROM I- 77 T O RE A ROAD S OUT H OF CHARL OTTE I- 485 F ROM I- 77 T O RE A ROAD WL B W L B W L B W L B PIs Sta 319+75.36 F Ls = 400.00’ LT = 266.70’ ST = 133.37’ PIs Sta 319+75.36 F Ls = 400.00’ LT = 266.70’ ST = 133.37’ PIs Sta 319+75.36 F Ls = 400.00’ LT = 266.70’ ST = 133.37’ PIs Sta 319+75.36 F Ls = 400.00’ LT = 266.70’ ST = 133.37’ PIs Sta 319+75.36 F Ls = 400.00’ LT = 266.70’ ST = 133.37’ PIs Sta 319+75.36 F Ls = 400.00’ LT = 266.70’ ST = 133.37’ PIs Sta 319+75.36 F Ls = 400.00’ LT = 266.70’ ST = 133.37’ PIs Sta 319+75.36 F Ls = 400.00’ LT = 266.70’ ST = 133.37’ PIs Sta 319+75.36 F Ls = 400.00’ LT = 266.70’ ST = 133.37’ P I S t a311 + 49 . 9 3 L= 1 , 4 0 0 . 00 ’ T = 70 7 . 9 4 ’ R = 3 , 8 1 9 . 72 ’ P I S t a311 + 49 . 9 3 L= 1 , 4 0 0 . 00 ’ T = 70 7 . 9 4 ’ R = 3 , 8 1 9 . 72 ’ P I S t a311 + 49 . 9 3 L= 1 , 4 0 0 . 00 ’ T = 70 7 . 9 4 ’ R = 3 , 8 1 9 . 72 ’ P I S t a311 + 49 . 9 3 L= 1 , 4 0 0 . 00 ’ T = 70 7 . 9 4 ’ R = 3 , 8 1 9 . 72 ’ P I S t a311 + 49 . 9 3 L= 1 , 4 0 0 . 00 ’ T = 70 7 . 9 4 ’ R = 3 , 8 1 9 . 72 ’ P I S t a311 + 49 . 9 3 L= 1 , 4 0 0 . 00 ’ T = 70 7 . 9 4 ’ R = 3 , 8 1 9 . 72 ’ P I S t a311 + 49 . 9 3 L= 1 , 4 0 0 . 00 ’ T = 70 7 . 9 4 ’ R = 3 , 8 1 9 . 72 ’ P I S t a311 + 49 . 9 3 L= 1 , 4 0 0 . 00 ’ T = 70 7 . 9 4 ’ R = 3 , 8 1 9 . 72 ’ P I S t a311 + 49 . 9 3 L= 1 , 4 0 0 . 00 ’ T = 70 7 . 9 4 ’ R = 3 , 8 1 9 . 72 ’ D D D D D D D D D P I S t a2 7 7 + 2 0 . 6 0 L= 5 , 9 3 2 . 2 1 ’ T = 3 , 2 1 0 . 8 2 ’ R = 6 , 25 0 . 4 5 ’ P I S t a2 7 7 + 2 0 . 6 0 L= 5 , 9 3 2 . 2 1 ’ T = 3 , 2 1 0 . 8 2 ’ R = 6 , 25 0 . 4 5 ’ P I S t a2 7 7 + 2 0 . 6 0 L= 5 , 9 3 2 . 2 1 ’ T = 3 , 2 1 0 . 8 2 ’ R = 6 , 25 0 . 4 5 ’ P I S t a2 7 7 + 2 0 . 6 0 L= 5 , 9 3 2 . 2 1 ’ T = 3 , 2 1 0 . 8 2 ’ R = 6 , 25 0 . 4 5 ’ P I S t a2 7 7 + 2 0 . 6 0 L= 5 , 9 3 2 . 2 1 ’ T = 3 , 2 1 0 . 8 2 ’ R = 6 , 25 0 . 4 5 ’ P I S t a2 7 7 + 2 0 . 6 0 L= 5 , 9 3 2 . 2 1 ’ T = 3 , 2 1 0 . 8 2 ’ R = 6 , 25 0 . 4 5 ’ P I S t a2 7 7 + 2 0 . 6 0 L= 5 , 9 3 2 . 2 1 ’ T = 3 , 2 1 0 . 8 2 ’ R = 6 , 25 0 . 4 5 ’ P I S t a2 7 7 + 2 0 . 6 0 L= 5 , 9 3 2 . 2 1 ’ T = 3 , 2 1 0 . 8 2 ’ R = 6 , 25 0 . 4 5 ’ P I S t a2 7 7 + 2 0 . 6 0 L= 5 , 9 3 2 . 2 1 ’ T = 3 , 2 1 0 . 8 2 ’ R = 6 , 25 0 . 4 5 ’ P I S t a2 7 7 + 2 0 . 6 0 L= 5 , 9 3 2 . 2 1 ’ T = 3 , 2 1 0 . 8 2 ’ R = 6 , 25 0 . 4 5 ’ -L- D D D D D D D D D D P I S t a311 + 49 . 9 3 L= 1 , 4 0 0 . 00 ’ T = 70 7 . 9 4 ’ D R = 3 , 8 1 9 . 72 ’ - L - - L - CA R M EL R D M CA L P I NE CR EE K M CM ULLE N CR EE K D R A I NAG EE A S E M E N T P U B L I C S T O R M DUK EE N E R GY R I GH TO FW AY S A N I T A R Y S E W E R E A S E M E N T MCA L P I NE CR EE K 350’ 350’ 68’ A C C E S S E A S E ME N T E X I S T I NG NO I S E WA LL E X I S T I N G NO I S E WA LL 350’ E X I S T I NG NO I S E WA LL E X I S T I NG NOI S E WA LL S ANI T A R Y S E W E R E A S E M E NT DUK E E NE R GY R I GHT O F W AY 5 0 ’ 6 8 ’ J OHNS T ON R D 50’ WOODGATE LN KA PP LE WOOD C T M I S T Y VA L L E Y C T V I S T A HAV E N D R V I S T A G R A N D EC I R A T K I NS CI R CLE DR E X I S T I NG NOI S E WA LL E X I S T I NG NOI S E WA LL V I S T A HA V E N D R E X I S T I N G N O I S E WA LL T O CHAR L O TTE SUBDIVISION MEADOWBROOK SUBDIVISION WALDEN ON CARMEL SUBDIVISION WALNUT CREEK 36 ’ 48 ’ 24’ 48 ’ 4 8 ’ 3 6 ’ 60 ’ 48 ’ 36 ’ 3 6 ’ 2 4 ’ 3 6 ’ - Y 7 - - Y 7 - - Y 8 - - Y 8 - J OHNS T O N R D P R O P O S E D R ET A I N I N G WA LL S R 3611 B A L L AN T Y N EC OUN T R Y C L U B GR E E NW A Y GR EE NW AY GR EE NW AY G R EE N WA Y 36 ’ 24 ’ 24 ’ 24 ’ 60 ’ 36 ’ 24 ’ 53 . 5 ’ 3 6 ’ 3 6 ’ - R P DB - - R P D B - - R P B - - R P C - 3 6 ’ 4 8 ’ 4 8 ’ 36 ’ 48 ’ 36 ’ 22 ’ 22 ’ 22 ’ 22 ’ 521 INTERSTATE 485 I N T E R S T A TE 485 INTERSTATE 485
Transcript of r4902 rdy phm SHT4 half - Home | Connect NCDOT
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PROJECT 39929.1.1 (R-4902)
PR
OJE
CT 39929.1.1 (R
-4902)
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F 6
-L-
STA. 273+
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-Y8- STA. 30+50.00
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CT 39929.1.1 (R
-4902)
RO
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LEGEND
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
STREAM BUFFER ZONE
WETLAND LIMITS BOUNDARY
ISLAND, CURB AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, NOISE WALL,
CITY OR TOWNSHIP LIMITS
REMOVE EXISTING TRAFFIC SIGNAL
NOISE STUDY AREA
EXISTING TRAFFIC SIGNAL
PROPOSED FULL DEPTH SHOULDER
LEGEND
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
STREAM BUFFER ZONE
WETLAND LIMITS BOUNDARY
ISLAND, CURB AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, NOISE WALL,
CITY OR TOWNSHIP LIMITS
REMOVE EXISTING TRAFFIC SIGNAL
NOISE STUDY AREA
EXISTING TRAFFIC SIGNAL
PROPOSED FULL DEPTH SHOULDER
C
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C
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C
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-L- PCC Sta. 304+41.99
-L- CS Sta. 318+41.99
-L- ST Sta. 322+41.99
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CF C
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-L- POT Sta 327+55.90 BK =
-L- POT Sta 327+57.04 AH
INTERSTATE
485
485INTERSTATE
INTERSTATE
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1SFD1SFD
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24’
F. A. PROJECT IMNHF-485(8)
MECKLENBURG COUNTY
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
ROLL 4 OF 6
-L- I-485/
US 521(JOHNSTON RD)
(JOHNSTON RD)
2015 ADT
2035 ADT
US 521I-485/US 521
72,200
96,700
39,100
17,400
23,500
21,000
29,300 15,600
21,000
15,600
17,400
36,200
41,500
8,500
5,700
8,500
4,200
5,800
115,400
182,900
4,200
5,800
8,500
4,200
5,800
3,600
5,700
5,700
131,900
198,700
FROM NC 51 TO US 521 (JOHNSTON RD.)I-485 W/ AUXILIARY LANE
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
= 0.10= 70 mph= INTERSTATE
DIGITAL MOSAIC DATA
3,600
23,500
0
0
-RPDB-
2009 MECKLENBURG COUNTY GIS
SOUTH OF CHARLOTTE
I-485 FROM I-77 TO REA ROAD
CL
GRADEPOINT
0.02
-L-
0.04
12’
0.02 0.02 0.02 0.02 0.04
12’ 10’
0.020.02
GRADEPOINT
PS PS24’ 24’
ORIGINAL GROUND
2’
ORIGINAL GROUND
ORIGINAL GROUND
ORIGINAL GROUND
ORIGINAL GROUND
6:1 6:16:1
18’6’ 12’
2:1VAR.
FO
R C
UTS
HIN
GE P
OIN
T
2:1VAR.
WBLEBL
0.04
FDPS10’ 2’
0.04
FDPS10’
0.02 0.02
FDPS12’ 12’
FDPS
DESIGN PUBLIC MEETING MAP
LANEAUXILIARY
12’
EXISTING CONTROL OF ACCESS
PROPERTY LINES
C
A
PRESENT ADT
FUTURE ADT
2015
2035
WLB
BZ
EXISTING CONTROL OF ACCESS
PROPERTY LINES
C
A
PRESENT ADT
FUTURE ADT
2015
2035
WLB
BZ
SO
UT
H
OF
CH
AR
LO
TT
E
I-485 F
RO
M I-77 T
O
RE
A
RO
AD
SO
UT
H
OF
CH
AR
LO
TT
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I-485 F
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WLB
WLB
WLB
WLB
PIs Sta 319+75.36F
Ls = 400.00’LT = 266.70’ST = 133.37’
PIs Sta 319+75.36F
Ls = 400.00’LT = 266.70’ST = 133.37’
PIs Sta 319+75.36F
Ls = 400.00’LT = 266.70’ST = 133.37’
PIs Sta 319+75.36F
Ls = 400.00’LT = 266.70’ST = 133.37’
PIs Sta 319+75.36F
Ls = 400.00’LT = 266.70’ST = 133.37’
PIs Sta 319+75.36F
Ls = 400.00’LT = 266.70’ST = 133.37’
PIs Sta 319+75.36F
Ls = 400.00’LT = 266.70’ST = 133.37’
PIs Sta 319+75.36F
Ls = 400.00’LT = 266.70’ST = 133.37’
PIs Sta 319+75.36F
Ls = 400.00’LT = 266.70’ST = 133.37’
PI Sta 311+49.93
L = 1,400.00’
T = 707.94’
R = 3,819.72’
PI Sta 311+49.93
L = 1,400.00’
T = 707.94’
R = 3,819.72’
PI Sta 311+49.93
L = 1,400.00’
T = 707.94’
R = 3,819.72’
PI Sta 311+49.93
L = 1,400.00’
T = 707.94’
R = 3,819.72’
PI Sta 311+49.93
L = 1,400.00’
T = 707.94’
R = 3,819.72’
PI Sta 311+49.93
L = 1,400.00’
T = 707.94’
R = 3,819.72’
PI Sta 311+49.93
L = 1,400.00’
T = 707.94’
R = 3,819.72’
PI Sta 311+49.93
L = 1,400.00’
T = 707.94’
R = 3,819.72’
PI Sta 311+49.93
L = 1,400.00’
T = 707.94’
R = 3,819.72’
DDDDDDDDD
PI Sta 277+20.60
L = 5,932.21’
T = 3,210.82’
R = 6,250.45’
PI Sta 277+20.60
L = 5,932.21’
T = 3,210.82’
R = 6,250.45’
PI Sta 277+20.60
L = 5,932.21’
T = 3,210.82’
R = 6,250.45’
PI Sta 277+20.60
L = 5,932.21’
T = 3,210.82’
R = 6,250.45’
PI Sta 277+20.60
L = 5,932.21’
T = 3,210.82’
R = 6,250.45’
PI Sta 277+20.60
L = 5,932.21’
T = 3,210.82’
R = 6,250.45’
PI Sta 277+20.60
L = 5,932.21’
T = 3,210.82’
R = 6,250.45’
PI Sta 277+20.60
L = 5,932.21’
T = 3,210.82’
R = 6,250.45’
PI Sta 277+20.60
L = 5,932.21’
T = 3,210.82’
R = 6,250.45’
PI Sta 277+20.60
L = 5,932.21’
T = 3,210.82’
R = 6,250.45’
-L-
DDDDDDDDDD
PI Sta 311+49.93
L = 1,400.00’
T = 707.94’
D
R = 3,819.72’
-L-
-L-
CA
RM
EL R
D
MC
ALPIN
E C
REEK
MC
MU
LLEN
CREEK
DRAINAGE EASEMENT
PUBLIC STORM
DUKE ENERG
Y RIGHT O
F WAY
SANITARY
SEWER EAS
EMENT
MCALPIN
E CRE
EK
350’
350’
68’ ACCES
S EA
SEMEN
T
EXISTING NOISE WALL
EXISTING NOISE WALL
350’
EXISTING NOISE WALL
EXISTING NOISE WALL
SA
NIT
ARY SE
WER EASE
MEN
T
DU
KE EN
ERG
Y RIG
HT O
F
WA
Y
50’68’
JOH
NSTO
N
RD
50’
WOODGATE LN
KAPPLEWOOD CT
MISTY VALLEY CT
VISTA HAVEN DR
VISTA GRANDE CIR
ATKIN
S CIR
CLE D
R
EXISTING NOISE W
ALL
EXISTING NOISE WALL
VISTA HAVEN DR
EXISTING NOISE WALL
TO
CH
AR
LO
TTE
SUBDIVISION
MEADOWBROOK
SUBDIVISION
WALDEN ON CARMEL
SUBDIVISION
WALNUT CREEK
36’
48’
24’
48’
48’
36’
60’
48’
36’
36’
24’ 36’
-Y7-
-Y7-
-Y8-
-Y8-
JOH
NSTO
N
RD
PROPOSED RETAINING WALLSR 3611
BALLANTYNE COUNTRY CLUB
GREEN
WA
Y
GREEN
WA
Y
GREE
NW
AY
GREENWAY
36’
24’
24’
24’
60’
36’
24’
53.5’
36’ 36’
-RPDB-
-RPDB-
-RPB-
-RPC-
36’
48’
48’
36’
48’
36’
22’22’
22’22’
521
INTERSTATE
485
INTERSTATE
485
INTERSTATE
485
