20191337 Ver 1_I-5507 Roadway Plans_20191004

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See Sheet 1A For Index of Sheets
See Sheet 18 For Stondord Symbology
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END PROJECT
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VICINITY MAP
ELM LANE DETOUR N.T.S.
BEGIN WB BRIDGE END WB BRIDGE
=L- STA.41+80.65 -L- STA.44+54.37
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STATE OF NORTH ICI CAROLINA
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
'AT8 STATB PROBSLT RBPERRNCR NQ "'NQ'
-5507 / R-02111EC / U-4714AB ]L
9TAT8 PROI.NU .A.PROl.N0. UFeCRO'1'fUN
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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BEGIN WB BRIDGE Jse Oft e�\
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END EB BRIDGE \ ./
-Ll_EAST- STA. 44+88.84
BEGIN EB EB BRIDGES
-L- STA. 95+34.90
END EB BRIDGE
-L- STA. 97+84.75
W
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RFC EARLY WORKS
ROADWAY PLANS
SUBMITTED: 08-02-19
SUBMITTAL # B-070
O-L-STA.97+59.45 PACKAGE I -5507
>> j� BEGIN WB BRIDGE � J�.�QI G�ee�
42 WEST- STA. 122+36.10 c�0 Ot tea\
END WB BRIDGE
J3 -L2 WEST- STA. 123+61.10
4 ^ON j4 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 + 95.9:
WEND EB BRIDGE
-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 W
-L- STA. 239+81.44
BEGIN EB BRIDGE
-L- STA. 309+09.91 62 8 2
END SEGMENT "A" `'
BEGIN SEGMENT "B"
-L- STA. 315 + 04.69 �� m
THIS PRO/ECT IS WITHIN THE MUNICIPAL \\
BOUNDARIES OF THE CITY OF CHARLOTTE J V�
AND THE TOWN OF PINEVILLE.
CLEARING ON THIS PROJECT SHALL BE PERFORMED �C� END EB BRIDGE
TO THE LIMITS ESTABLISHED BY METHOD III. END EB BRIDGE �� -L3 EAST- STA. 344+
THIS IS A CONTROLLED ACCESS PROJECT WITH -L- STA- 311+07.63 BEGIN EB BRIDGE
ACCESS BEING LIMITED TO INTERCHANGES. -L3 EAST- STA. 341+43.24
-L- STA. 2 00 + + 06.05
END EB BRIDGE
-L- STA. 203++28.06
S�0 �c, o�`re�� END SEGMENT "B"
e'
BEGIN SEGMENT "C"
-L- STA. 396 + 00.00
BEGIN WB BRIDGE
-L- STA. 237+60.55
a
END WB BRIDGE
C
-L- STA. 239+57.61
01
BEGIN WB BRIDGE
` y
-L- STA. 308+72.11
END WB BRIDGE
-L- STA. 310+72.21
0
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BEGIN WB BRIDGE
7 BEGIN NB BRIDGE
-L3 WEST- STA. 341+60.47�'V
END WB BRIDGE
-Y2RPDB- STA. 28+74.0
END NB BRIDGE
L3_WEST- STA. 344+81.3
-Y2RPDB- STA. 34+54.90
3
/-. -- - - . -. q
END BRIDGE
-Y5- STA. 45+63.70
END BRIDGE
-Y3- STA. 18+19.06
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END WB BRIDGE
q (✓ -L- STA. 648+61.80
S��Ce BEGIN WEI BRIDGE
-L- STA. 647+12.08
END BRIDGE 4
-Y4- STA. 22+22.74
END WB BRIDGE
Y2DCD- STA. 30+00.87
BEGIN WB BRIDGE
BEGIN BRIDGE
_Y3- STA. 15+E
+39.29
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END BRIDGE
-Y2DCC- STA. 22+36.58
BEGIN EB BRIDGE
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-Y4- STA. 19+23.82 �D
BEGIN WB BRIDGE END WB BRIDGE
-L- STA. 875+41.94 -L- STA. 877+06.03 _
\ TO CONCORD
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END WB BRIDGE a'j0
-L- STA. 855+87.36 11 5 b
BEGIN WB BRIDGE
-L- STA. 854+13.05
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F�Ur�i/e BEGIN EBSBRIDGE
Creek -L- STA. 854+17.94
BEGIN BRIDGE
-Y5- STA. 43+76.23
END TIP PROJECT I-5S
END SEGMENT "D"
hh -L- STA. 947 + 96.48
R-0211 EC Project
END EB BRIDGE
-L- STA. 648+91.59
BEGIN EB BRIDGE
410 �� -L- STA. 647+28.15
�s
END SEGMENT "C"
BEGIN SEGMENT "D"
L- STA. 635 + 00.00
PRELIMINARY PLANS
DO NOT U6R FOR CONSTRUCTION
GRAPHIC SCALES
50 25 0 50 100
DESIGN DATA
ADT 2018 = 118,400
ADT 2040 = 159,200
DHV = 9 %
D = 55 %
T = 9 % *
V = 7CV75 MPH
* TTST 4 + DUAL 5
I 1
PROJECT LENGTH
LENGTH OF ROADWAY TIP PROJECT I-5507 = 17.137 mi
LENGTH OF STRUCTURES TIP PROJECT I-5507 = 0.395 mi
(BASED ON 485 WB BRIDGES)
TOTAL LENGTH OF TIP PROJECT I-5507 = 17.532 mi
Prepared In the office of:
I� BLS: THE
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
HYDRAULICS ENGINEER
SEAL
4033462(i
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SIGNATURE:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
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2m8 STANDARD SPECIFICATIONS
DAVID B. GOURLEY, PE
PLANS
50 25 0 50 100
RIGHT OF WAY.
SEPTEMBER 18, 2018
ROADWAY DESIGN
cne'a' ., ENGINEER
,'•, '
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.
pPROJECT`•
S E PTEM B E R 1 8, 2 01 V
SEAN R. MELVILLE, PE
032689 ?
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SIGNATURE:
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DESIGN ENGINEER
PROFILE (VERTICAL)

BEGIN PROJECT TIP 1-5507
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iMorehead Square Dr. S,t
\7 J har 6/0
Chorla[[e NC, 28203
NC LIC NO. F-0/65
485 5g'CONC
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485 57'CONC
—Ll_EAST —
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—Y20RPB—
PROJECT REFERENCE NO.
SHEET NO.
1-5507
5
RM SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
'3 BLJTHE
Pl Sta 36+15.45
Pl Sta 24+60.17
Pl Sta 39+53.67
Pls Sta 11+22.89
Pl Sta 13+59.24
0 =
36` 3/20./" (LT)
L =
15` 45' 29.6" (LT)
A =
IF 4/' 32.6" (LT)
9s
— l` 00' 32.8"
0 =
17' 00' 28.7" (LT)
D =
0' 59' 59.7"
D =
/' ll' 15.8"
D =
1' 00' 27.0"
9s
— 5` 22' 51.9"
D =
5` 22' 47.6"
L =
5,652.49'
L =
1,526.76'
L =
1,656.83'
Ls
200.00'
L =
316.14'
T =
1,890.70'
T =
667.59'
T =
834.33'
LT
122.89'
T =
159.24'
R =
5,750.00'
R =
4,824.00'
R =
5,687.00'
ST
77.30'
R =
1,065.00'
SE
= EXIST (0.036)
SE
= EXIST (0.042)
SE
= EXIST (0.036)
SE
= EXIST
DS
= 70 MPH
DS
= 70 MPH
DS
= 70 MPH
DS
50 MPH

m
/001 Morehead S Dr. PROJECT REFERENCE NO. SHEET NO.
4aare
\7 J Suiu 6/0
Charlotte NC, 28203 I-5507 7
NC LIC NO. F-0165 RrW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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END PROFILE GRADE—______
BEGIN RESURFACING ONLY
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-L- Sta.56+57.23
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END DONN�TRUeT
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-L-
PI Sto 36+/3.45
Pls
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L = 36'31' 20.1" (LT)
6s
= l° 59' 59.5"
D = 0° 59' 59.7"
Ls =
400.00'
L = 5,652.49'
LT
= 266.68'
T = 1,890.70'
ST
= 135.55'
R = 5,750.00'
SE = 0.036
DS = 70 MPH
�SRETAIN
JB wMH 705 I-Ll_EAST- PT Sta. 55+18.02
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-LI-EAST--Y20RPDB /
Pl Sta 51+47.90 Pl Sta 13+21.19
0 = 9° l5' 00.5" (LT) A = 14' 00' 00.0" (LT)
D = 1° 14' 48.9" D = 5° 48' 18.2"
L = 741.84' L = 241.17'
T 371.73' T = 121.19'
R 4,595.00' R = 987.00'
SE = 0.044 SE = EXIST
DS = 70 MPH DS = 55 MPH
-Y20RPBD-
P1s Sta I4+97.96
PI Sta I3+I5.73
Pls Sta /1+33.34
es
= 2` 20' 19.0"
0 =
5° 24' 3I.8" (LT)
es
= 2' 20' 19.0"
Ls =
200.00'
D =
2' 20' 19.0"
Ls =
200.00'
LT
= 153.34'
L =
231.28'
LT
= 135.34'
ST
= 66.68'
T =
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ST
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R =
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SEE SHEET 78 FOR -L- (WB) PROFILE
SEE SHEET 78 FOR-L1_EAST- PROFILE
SEE SHEET 132 FOR-Y20RPDB- PROFILE

1001 Morehead S Dr. PROJECT REFERENCE NO. SHEET NO.
\7 J Suite 610 4uare
Chartatte NC, 28203 I-5507 10
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4 = 22' 48' 25.5" (RT) 6s l° 59' 59.5"
D 0° 59' 59.7" Ls = 400.00'
L = 2,280.88' LT = 266.68'
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T 1,155.74' ST 133.35'
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1001 S,it Morehead Square Dr.
Charlotte NC,113
NC LIC NO.O. F-0—R765
PROJECT REFERENCE NO.
SHEET NO.
1-5507
17
R,W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� 13 BU THE

1001 Morehead S Dr.
4aare
PROJECT REFERENCE NO.
SHEET NO.
I-5507
27
\7
J Suite 610
Charlotte NC, 28203
RrW SHEET NO.
NC LIC NO. F-0165
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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SEE SHEET G; FOR —L3 EAST— PROFILE
Pl StG 529156.25
PI StG 555+70.17
P1 Stu 344+16.38
P1 StG 342+67.44
Pt Stu 308408.64
PI StG 342+37.6/
0 =
4° 04' 37.3" (LT)
p =
6° 18' 42.3" (LT)
0 =
/8° 0/' 43.3" (LT)
0 =
18° 43' 02.4" (LT)
p =
54' 21' 54.1" (LT)
0 =
2/° 00' 33.8" (LT)
D =
0' 45' 50.2"
D
= 0` 54' 35.6"
D =
1° 49' 08.1"
D =
1' 34' 59.5"
D =
0° 55' 00.2"
D =
1' 29' 59.6"
L =
555.68'
L =
693.68'
L =
991.18'
L =
1,182.25'
L =
5,950.30'
L =
1,400.73'
T =
266.95'
T =
347.19'
T =
499.72'
T =
596.44'
T =
5,209.65'
T =
708.52'
R =
7,500.00'
R
= 6,297.00'
R =
3,150.00'
R =
5,619.00'
R =
6,250.00'
R =
3,820.00'
SE
= 0.038
SE
= 0.038
SE
= 0.06
SE
= 0.058
SE
= 0.038
SE
= 0.058
DS
70 MPH
DS
= 70 MPH
DS
= 70 MPH
DS
= 70 MPH
DS
70 MPH
DS
70 MPH

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Charlotte 282113
NC LIC NO.
F-0765
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PROJECT REFERENCE NO. SHEET NO.
1-5507 32
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Pl Sto 407145.77
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0 =
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D =
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Ls =
300.00'
L =
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LT
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T =
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SEE SHEET 86, 87 FOR -L- (WB) AND -L- (EB) PROFILE

1001 S,it Morehead Square Dr.
Charlotte NC,113
NC LIC NO.O. F-0—R765
PROJECT REFERENCE NO.
SHEET NO.
1-5507
33
RrW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
CAR
�oR'lH CABO��N
.:
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032689
- 033452
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SE = 0.04V V /
DS = 70 MPH

PROJECT REFERENCE NO. SHEET NO.
-L- -Y23RPB- ROBERT JOHN KADIJEVIC and `p0� \ LIMITS OF EARLY WORKS GRADING ) /001 Morehead Sq.- D,
KATE ELIZABETH KADIJEVIC \\ I ) 'Oh re 6/0 1-5507 36
DB 25742 PG 300 I -o- - Chorlarre O. 28203
Pl Sto 490+6/.69 Pls Stu 14+89.9/ Pl Sta 22+SL27 z �i �\ -Y23RPA- POT Sta. 27+40Z9 - - - r xc crc NO. F-0765 RrW SHEET NO.
6s = 4° /6' 03.2" = 94° 0/' 40.4" (LTl sA N \��2 \� ROADWAY DESIGN HYDRAULICS
D = 0° l5' 00.0" Ls = 216.00' D = 34' 56' 11.2" \ onE sIG H s
L = 4,707.44' LT = 144.04' L = 269.14' s \ \ Pa`Es / ENGINEER ENGINEER
�"�
-� \ NOTE: CH ENGINEERING DOES NOT WARRANT ACCURACY OF RECEIV ��N®5P' T = 2,362.03' ST = 72.04' T = 175.95' E RECEIVER READ DEPTH OF 33' TO 39'+/- I' TO I.5' FENCE°05 .QtH CAR ��i, �`��HCARR = 22,9/8.00' R = 164.00'-Y23RPSto.24f04.88 �� w0 _ �.�`�p: "Essig/Ns°•,� °2°R��N�''
SE = NC SE = EXIST SEAL - r`
-Y23RP8- T Sto.23+74.45
SEAL
DS = 70 MPH DS = 25 MPH III\ @�\ w/11 w - - - - - _ - - - - - "'0o°S 032689 033452 _
-Y23LPC- R Ae - 23RPA- PT Sta.-26 23 2T - .
END R RFACING/ - - O''••1GINEE:• 1CINEE:
Pls Sto 11+36.17 PI Sta 15+02.73 Pls Ste 19+07.19 I I I \ N - - RESURFACING ,'�iV70 '°"' Op,�� °�:qR["°'°'°"UgE.�°�,
6s 35° 48' 35.5" 0 = 235° 42' 55.7" (LT) 6s = 25° 46' 59.2" HERFORD and END CONS UCTION �� _ - 'ONLY -
Ls
FAC '•uurun••
P HERFORD `/cam - v°NN�35'BST 25+00
= 200.00' D = 35° 48' 35.5" Ls = 144.00' 53 PG ee -Y23RP8- STA.22 8.27 I I \ s/c _
LT = 136.17' L = 658.24' LT = 97.04' a�m�,
o ST 69.25' T = 302.73' ST = 48.95' IS \v \���' °%jP/ 5 DOCUMENT NOT CONSIDERED FINAL
b B UNLESS ALL SIGNATURES COMPLETED
NOTE: H RING D`En--'
w SE _l EXIST cE \ suE Rkk
REABST 4 E4+� / R/ o
DS = EXIST 10 E \ �,\� ° �� ���\ W 60 0.ES _RET RC j CB \ X B L �./ T H E
Yta�,140d\\ /e� -Y23LPA- A
Pls Sto 10+97.04 PI Sto 13+88.74 PIS Sta 18+80.88
6s 25° 46' 59.2" L = 246° 20' 57.9" (LT) 6s = 25° 46' 59.2" __
Ls = 144.00' D 35° 48' 35.5" Ls 144.00' \ \\ NX RESURFAC
LT 97.04' L = 687.94' LT 97.04' i N CONSTRUC ( �� o�
In
ST 48.95' T 244.74' ST = 48.95' A \STA. 2 67.9 \ �S \ ° 00
R = 160.00' i GVPss �1, WOODS t
SE = EXIST \ G
DS = EXIST � v �� �ttv � Z
0
EST ° F 'RESURFACING
/� sT pzzE/ ONLY MILLING AND -Y23R A- PC Stc. 2I+32.39
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Q� R �h paaPN .i D = 9°23'53.9° \\ w�NT \ \ /
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L = 490.85' \ m \ -Y23 . A- ST . - 9+75.9 q\ \ RETAIN, b
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T = 259.58' \ o o ��
N HPasofsaE E Ea a P G R = 6/0.00' \ �\ wQ 3L- T 00 . cr / BEGIN RESURFACING
SE EXIST t - 3L A- Sta.l2 0/.78
z+ c END GRADE _�� \ 470 30 / �+ Y2 c P c +
55 30 5
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+oo ppII BEGNOORES FA�I +oo BEGIN RESURFACING 0p/LY \ SEE SHEET 90,91 FOR -L- (WB) AND -L- (EB) PROFILE
Adj. 2GI WOODS $ Ge i\
ST A_ + O.00 "' yam/ " -Y23LPC- SC Ste. l2+0n.00 �\ a \\� END RESURFACING/ SEE SHEET 150 FOR -Y23RPB- PROFILE
a `\ 65 / \ �\\ \\ o \ _ END CONSTRUCTION SEE SHEET 151 FOR -Y23LPA- AND -Y23LPC- PROFILE
/ I WOOD , SEE SHEET 150 FOR -Y23RPB-
\ -Y PC- CS to. /6+8/.23 -L- PC Sta. 466+99.66 / -Y23LPC- STA.18+73.46
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a ts° RCP -I T - RPC- Sta. /8+97.23 _ z RETAIN
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P9 0
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PI Stu 22+54.68 \ PC Sto 20+55.21 ` / \ MILLING & RESURFACING L = 84° 33' 49.6" (LT) Qe/ ��
D = 36° 57' 54.1" ONLY Mom/ -Y 3RPC- T ta. E6+04.08 Q
N L = 228.77'
ti R = 155.00' W/LT
RESs2, JP"
L SE = EXIST UR�A6ING
K'W ONLY R // ATN = = _ _ - x� 1 •C�' SVG s O
DS = EXISTfirr
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ATN - _
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0 = 14° 4/' 23./" (RT) 6s = 4° 45' 35.8" _ Pl Sto 24166.72 �., S�Pg oo w
D = 4° 24' 26.5" 2/° 02' 04.6" (LT) _ 28° 59' 44.3" (LT) 65 DI SE RETAIN C E RESU NG '
Ls = 216.00' D = 7° 50' 55.5" C� RETAI E 5+0 N ONSTR JBN
L = 333.30' LT = /44.05' L = 268.00' D = l0° 19' 24.8" es
m T = 167.57' ST = 72.05' T = 135.55' L = 143.8T ry{ � =7�3 D- STA�22 6 .2
R = 1,300.00' T = 143.5/' - - -
a SE 0.08 R = 730.00' R 555.00' Q - ' = _ _ _ - - - _
a SE = EXIST SE = EXIST -Y23RPC- PCC Sto.-Z3- 2L -- � = e= - c= = - / u \ ` -Y23R - I A
\ DS = 60 MPH DS =EXIST DS =EXIST PT 23+4 . 0 I o-
o

I
"` I ` /001 Morehead S Dr. PROJECT REFERENCE NO. SHEET NO.
\7 J Sui[e 6/0 4uare
charla[[e xc, z&zos I-5507 40
/ \
NC LIC NO. F-0165 PrW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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DB 11467 PG 676 DB 31476 PG 36
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D = 0' 15' 00.0" D = /* 00' 17.6"
L = 4,707.44' L = 299.60'
T = 2,562.05'
918.00 T = 5,701.'
R = 22,9/8.00' R = 5,70/.67'
00/
/ / - � ' /��
/ 1 ti SEE SHEET 94 FOR -L- (WB) AND -L- (EB) PROFILE
/ / SEE SHEET 152 FOR -Y4- PROFILE
�+ SEE SHEET 2N-NW13E(1), 2N-NW13E(2) FOR -13E-
SE = NC SE = NC
DS = 75 MPH DS = 40 MPH
/
WO
A9

PROJECT REFERENCE NO.
Square Dr.
SHEET NO.
11
— LIMITS OF EARLY WORKS GRADING
Suite 6JOehead
I Charlotte NC, 28203 I-5507
42
II
NC LIC NO. F-0165 RrW SHEET NO.
1 T
ROADWAY DESIGN
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1001 Morehead Square Dr.
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SEE SHEET 2N-15(2), 2N-15(3), 2N-15(4) FOR —NW15—

1001 Morehead S4aare Dr. PROJECT REFERENCE NO.
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— LIMITS OF EARLY WORKS GRADING
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SEE SHEET 103 FOR -L- (WB) AND -L- (EB) PROFILE
SEE SHEET 2N-16A&16W(1), 2N-16A&16W(2) FOR-NW16A&16W-
SEE SHEET 2N-17(1), 2N-17(2) FOR -NW17-

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SEE SHEET 104,105 FOR -L- (WB) AND -L- (EB) PROFILE
SEE SHEET 2N-16A&16W(3), 2N-16A&16W(4) FOR-NW16A&16W-
SEE SHEET 2N-17(3), 2N-17(4) FOR -NW17-

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R = 7,641.00'
SE = 0.031
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1001 Morehead Square D,
0 LIMITS OF EARLY WORKS GRADING \7 J Char
Chorlatt'[[e NC,28203
NC LIC NO.O. F-0765
PROJECT REFERENCE NO,
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R = 11,463.00'
SE - 0.021
DS - 75 MPH
WOODS
SEE SHEET 108,109 FOR -L- (WB) AND -L- (EB) PROFILE
SEE SHEET 2N-18(1), 2N-18(2) FOR -NW18-

1001 Morehead S4aare Dr. PROJECT REFERENCE NO. SHEET NO.
\7 J Suite 610
Charlotte NC, 28203 I-5507 57
NC LIC NO. F-0165 RrW SHEET NO.
ROADWAY DESIGN HYDRAULICS
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0 = 18` 08' 22.2" (RT)
D = 0' 29' 59.4"
= 3,629./2' SEE SHEET 110, 111 FOR —L— (WB) AND —L— (EB) PROFILE
L
T = 1,29.12' SEE SHEET 2N-18(3), 2N-18(4) FOR -NW78-
R = 11,463.00' SEE SHEET 2N-19(2), 2N-19(3) FOR -NW119-
SE = 0.021
DS = 75 MPH

1001 Morehead S Dr.,, PROJECT REFERENCE NO. SHEET NO.
\7 J Suite 614aare
Charlotte NC, 28203 I-5507 58
NC LIC NO. F-0165 RrW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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—L—
Pl Sta 737+27.07 Pls Sta 755+92.98
L = 18° 08' 22.2" (RT) 6s = 9 29' 59.4" -_
D = 0` 29' 59.4' Ls = 200.00, SEE SHEET 111,112 FOR -L- (WB) AND -L- (EB) PROFILE
L = 3,629.12' LT = 133.33' SEE SHEET 2N-18(4) FOR -NW18-
T = 1,829.87' ST = 66.67' SEE SHEET 2N-19(3) FOR -NW19-
R = 11,463.00'
SE = 0.021
DS = 75 MPH

ro
70
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1001 S,it Morehead Square Dr.
Charlotte NC,113
NC LIC NO.O. F-0-R765
PROJECT REFERENCE NO.
1-5507
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ENGINEER
�.�2�oFE55ipN9 r '�
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'3 BLJTHE
u = u "' �/.j u = u Lu .ou.1 u = u Lu 1�,o u = u u u"' SEE SHEET 115 FOR -L- (WB) AND -L- (EB) PROFILE
L = 383.02' L = 154.72' L = 795.07' L = 992.4T SEE SHEET 2N-22A(1) FOR-NW22A-
T = 191.51' T = 77.36' T = 397.61' T = 496.34' RETAINING WALL SHEET TO BE PROVIDED
• R = 22,988.00' R = 16,500.00' R = 16,997.00' R = 20,141.00'
SE = NC SE = NC SE = NC SE = NC
DS = 75 MPH DS = 75 MPH DS = 75 MPH DS = 75 MPH
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1001 Morehead S Dr.
4aare
PROJECT REFERENCE NO.
SHEET NO.
I-5507
63
\7
J Suite 610
Charlotte NC, 28203
NC LIC NO. F-0165
RrW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
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819+53.00
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A =
2` 49' 24.0" (RT)
A _
ll° 07' 36.0" (RT)
D =
0` 17' 04.1"
D -
0^ l4' 44.5"
L =
992.47'
L =
4,528.68'
T =
496.34'
T
2,271.48'
R =
20,141.00'
R
23,320.00'
SE
= NC
SE
NC
DS
= 75 MPH
DS
= 75 MPH
SEE SHEET 115, 116 FOR -L- (WB) AND -L- (EB) PROFILE
SEE SHEET 2N-22A1 FOR-NW22A-

S,it Morehead Square Dr.
NC LIC NO. F-0765
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Ls =
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Ls =
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L =
1,916.56'
LT
= 200.01'
LT
= 83.34'
T =
967.38'
ST
= 100.0/'
ST
= 41.67'
R =
5,7/0.00'
SE
- 0.04
DS
= 75 MPH
IS
WOODS
10
/
PROJECT REFERENCE NO. SHEET NO.
1-5507 71
RrW SHEET NO.
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SEE SHEET 170 FOR -Yl9RPA- PROFILE

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Bs
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Ls
200.00'
D =
3` 22' /3.2"
Ls
200.00'
LT
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L =
225.95'
LT
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ST
66.69'
T =
113.14'
ST
66.69'
R =
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SE
- 0.05
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- 45 MPH
S,it Morehead Square Dr.
NC LIC NO. F-0765
I
I
12.92'
I
PROJECT REFERENCE NO.
SHEET NO.
1-5507
73
RrW SHEET NO.
ROADWAY DESIGN
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UNLESS ALL SIGNATURES COMPLETED
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