20191232 Ver 1_R-0211EC Roadway Plans_20190916

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See Sheet 1A For Index of Sheets
See Sheet 18 For Stondord Symbology
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VICINITY MAP
ELM LANE DETOUR N.T.S.
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STATE OF NORTH ICI CAROL INA
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
LOCATION. I-485 FROM I-77 TO US 74 (INDEPENDENCE BOULEVARD);
I-485 / WEDDINGTON ROAD INTERCHANGE; AND I-485 /
EAST JOHN STREET - OLD MONROE ROAD INTERCHANGE
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(�o -5507 / R-02111EC / U-4714AB ]L
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43609.3.2 1 WA I Desian-Bu
TYPE OF WORK: DESIGN BUILD AS SPECIFIED IN THE SCOPE OF WORK
CONTAINED IN THE REQUEST FOR PROPOSALS
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RFC EARLY WORKS
ROADWAY PLANS
SUBMITTED: 08-02-19
42_WEST- STA.122+36.10 c�0 I's tea\
END WB BRIDGE SJ�
J3-L2_WEST- STA. 123+61.10
4 ^u0W %4 js BEGIN WB BRIDGE
�6 -L- STA .199+64.20
BEGIN EB BRIDGE END WB BRIDGE
42 EAST- STA. 121+89.2 -L- STA.201+95.93
WEND EB BRIDGE
t-L2_EAST- STA. 123+21.2
BEGIN TIP PROJECT I-5507
BEGIN SEGMENT "A" BEGIN EB BRIDGE N
-L- STA. 22+27.69 -L-STA. 237+83.23
END EB BRIDGE i
-L-STA. 239+81.44
BEGIN EB BRIDGE
A- STA. 309+09.91
END SEGMENT "A"
BEGIN SEGMENT "B"
-L- STA. 200++06.05
END EB BRIDGE
-L- STA. 203++28.06
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-L- STA. 237+60.55
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END WBB BRIDGE
-L- STA. 310+72.21
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-L3 WEST- STA.341+60.47��
END WB BRIDGE J
-Y2RPDB STA.28+74.0
END NB BRIDGE
L3_WEST_ STA. 344+81.3
_Y2RPDB- STA. 34+54.90
311
SUBMITTAL # B-070
END SEGMENT "B"
BEGIN SEGMENT "C"
-I- STA. 396 + 00.00
END BRIDGE
-Y5- STA. 45+63.70
END BRIDGE
-Y3- STA. 18+19.06
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q L -L- STA. 648+61.80
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END BRIDGE 4
-Y4- STA. 22+22.74
END WB BRIDGE
I- STA. 315 + 04.69 0c 2 j BEGIN BRIDGE n
THIS PRO� JECT IS WITHIN THE MUNICIPAL L� 3-Y2DCD- STA. 30+00.87 p
BOUNDARIES OF THE CITY OF CHARLOTTE J V BEGIN WB BRIDGE \L Y3- STA. 15+86.56
AND THE TOWN OF PINEVILLE. 0 O- 0,
CLEARING ON THIS PRO/ECT SHALL BE PERFORMED rp END EB BRIDGE 1 END EB BRIDGE +39.29 /�
TO THE LIMITS ESTABLISHED BY METHOD III. END EB BRIDGE-L3_EAST- STA. 344+59.82-Y2DCC- STA. 22+36.58 BEGIN BRIDGE N
THIS IS A CONTROLLED ACCESS PROTECT WITH -L- STA. 311+07.63 ,$ BEGIN EB BRIDGE BEGIN EB BRIDGE h -Y4- STA. 19+23.82
ACCESS BEING LIMITED TO INTERCHANGES. -L3 EAST- STA. 341+43.24-Y2DCC- STA. 19+77.27 o
BEGIN WB BRIDGE END WB BRIDGE
-L- STA. 875+41.94 -L- STA. 877+06.03 _
TO CONCORD
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-L- STA.855+87.36 1 b5�b
BEGIN WB BRIDGE
-L- STA. 854+13.05
-L- STA. 648+91.59
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0, AS -L- STA. 647+28.15
Creek
BEGIN BRIDGE
-Y5- STA. 43+76.23
END EB BRIDGE
A- STA. 855+92.63
BEGIN EB BRIDGE
-L- STA. 854+17.94
END SEGMENT "D"
-L- STA. 947 + 96.48
11 EC Project
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END SEGMENT "C"
BEGIN SEGMENT "D"
I- STA. 635 + 00.00
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepared In tt, office of:
I� BLWTHE
HYDRAULICS ENGINEER
ARO
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0��2�pE55/0 s,9 ••:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
50 25 0 50 100
ADT 2018 = 118,400
ADT 2040 = 159,200
DHV = 9 %
D = 55 %(BASED
T = 9 %
V = 70r7 5 MPH
5 4 + DUAL TTST
* I 1
LENGTH OF ROADWAY TIP PROJECT I-5507 = 17.137 mi
LENGTH OF STRUCTURES TIP PROJECT I-5507 = 0.395 mi
ON 485 WB BRIDGES)
TOTAL LENGTH OF TIP PROJECT I-5507 = 17.532 mi
FOR TTIE NORTH C9ROLINA DEPARTMENT OF TRANSPORTATION
` SEAL
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SIGNATURE.
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2018 STANDARD SPECIFICATIONS
DAVID B. GOURLEY, PE
PLANS
50 25 0 50 100
RIGHT OF WAY:
SEPTEMBER 18, 2018
ROADWAY DESIGN
cne 'oENGINEER
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SEAL
PROJECT ENGINEER
PROFILE (HORIZONTAL)
TIM MCFADDEN, PE
NCDOT CONTACT: DESIGN BUILD PROJECT ENGINEER -
TRANSPORTATION PROGRAM MANAGEMENT UNIT
10 5 0 10
20
FUNCTIONAL CLASSIFICATION:
INTERSTATE
STATEWIDE TIER
LETTING DATE:
SEPTEMBER 18, 2018
SEAN R. MELVILLE, PE
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SIGNATURE:
BWh*%�
PROTECT DESIGN ENGINEERB'
PROFILE (VERTICAL)

PROJECT REFERENCE NO.
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Pls Sto 11+46.73
Pl Sto 15+74.21
Pis Sto 19+82.56
6s = 5' 12' 31.3"
0 = 32' 38' 00f (RT)
6s = 5' 12' 31.3"
Ls = 220.00'
D = T 44' 06.7"
Ls = 220.00'
LT = 146.73'
L = 689.17'
LT = 146.73'
ST = 73.39'
T = 354.21'
ST = 73.39'
R = 1,210.00'
SE = 0.08
DS = 60 MPH
-Y5RPD-
Pls Sto 11+46.73
Pl Sto 17+22.14
6s = 5' H' 14Z
L = 4,T 54' 33.3" (LT)
Ls = 220.00'
D = 4' 42 56.5"
LT = 146.73'
L = 952.33'
ST = 73.39'
T = 502J4'
R = 1.215.00'
SE = 0.08
DS = 60 MPH
0 LIMITS OF EARLY WORKS GRADING
450' WB TRANSITION
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1001 Morehead Square Dr.
Suite 610
Chariorre NC, 28203
NC LIC NO. F-0165
SHEET NO.
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ROADWAY DESIGN
HYDRAUUCS
ENGINEER
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l Sulre 610 R.0211EC 61
CBariorte NC, 28203
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