20190214 Ver 4_I-5986A_Rdy_SEC-2_Full_Early Start_Reduced_20200618

'1 \ I See Sheet 1 A For Index of Sheets \1
SHEET TOTAL
See Sheet 1 B For Conventional Symbols F F" F STATE STATE PROJECT REFERENCE Na NO. SHEETS
See Sheets 1 C- 1 Thru 1 C-8, 1 C-22 Thru 1 C-25, 1 C-28 For Surve Control Sheets T ` Fl: SF • lilFI Ts� ( h I I N A\
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cii) - j ' SUBMITTAL NO . : S - 043
DATE : 4 / 21 / 2020
VICINITY MAP (NTS)
295
-Y5-
BEGIN TIP PROJECT I-5986A AIRBORNE & SPECIAL OPERATIONS HIGHWAY -Y7- SECTION 2 SECTION 3
NC 295 WADE-STEDMAN RD.
ei4
-LSB- POT STA. 12 + 00.00 -Y14- SR 1815
DUNN RD. BEGIN BRIDGE BEGIN CULVERT END BRIDGE
VA -Y5- Sta. 76+01 +/- -L- Sta. 354+95.00 -SR3-
-LN B- POT STA. 12 + 00.00 BAYWOOD RD. US 301 -Y8- Sta. 25+10.55
11 SR OD RD. SECTION 1 SECTION 2 ELVA WALLACE RD. -Y8-
END BRIDGE PERCY STRICKLAND RD.
-Y1SB- BEGIN BRIDGE -Y5- Sta. 77+08 +/- BEGIN BRIDGE END CULVERT
-95 BUS -Y3- Sta. 19+82.59 END BRIDGE -Y6- Sta. 21+02.67 -L- Sta. 422+44.10 SR 1813
REESE CREEK 301 ' -Y5LPD- Sta. 26+72.08 BEGIN CULVERTEND CULVERT
-L- Sta. 304+00.00 -L- Sta. 540+49.91
r"I 4 'Ilk 95111 woulpt_Awypttaro BEGIN BRIDGE ,�I 95 oBEGIN BRIDGE
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�� END BRIDGE -Y4- -L- Sta. 355+05.00 BEGIN BRIDGE
�� -Y1 N B- -Y3- Sta. 21+84.59 -Y5- -Y20- -Y8- Sta. 22+91.93
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52 1-95 BUS. GOLDSBORO RD. -Y7C- Sta. 15+19.55
� SR 1863 US 13 -Y6- -SR5-
US 13 SMITHFIELD RD. %IP GORDON WILLIAMS RD. ,
SR 1005 el,
SECTION 2 - SECTION 3 -Y9- -Y10- (0 -SR5- POT STA. 103 +58.49 BK=
GODWIN-FALCON RD. SHERRILL BAGGETT RD. �P� -SR5- POT STA. 10+00.00 AH
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-Y21- -Y11-
BEGIN B-, DGE LEITHA LN. RHODES POND ROAD
n -Y96- Sta. 13+74.82 SR 1804 �0
END BRIDGE 18�� EX�1
WO -Y10- Sta. 22+83 +/- j / ^� K\ S R°P° SR
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N ��t'����� �!�'` END TIP PROJECT I- A
-L- POT Sta. 80 + 40.84 = •. �� BEGIN BRIDGE N5986
6 V -LSB- ST Sta. 130 + 34.61 (13' LT) -SR5- �,�6 -Y11- Sta. 24+07.66 -L- POT STA. 776 + 03 .71
GORDON WILLIAMS RD BEGIN BRIDGE END BRIDGE
U NOTES: -Y10- Sta. 20+89 +/- END BRIDGE -Y11- Sta. 25+75.66 BEGIN TIP PROJECT 1-5877
0 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. END BRIDGE -L- Sta. 678+94.39 DOCUMENT NOT CONSIDERED FINAL
U • BEGIN BRIDGE
N • 2. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. -Y9B- Sta. 15+48.82 -L- Sta. 676+92.39 -L- POT STA. 776 + 00.00 UNLESS ALL SIGNATURES COMPLETED
cn Elimi ` 3. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF EASTOVER AND WADE.
1
DESIGN DATA PRO ECT LE11 tGTH PLANS PREPARED BY: HYDRAULICS
,. c..) GRAPHIC SCALES ,I ENGINEER
U 8601 SIXRU ORKS ROADMMEL, ,FORUMH 1,SUITE 700
L, LLP
Y Ragi- NORTH CAROLINA 27615-3960 50 25 0 50 100 ADT 2018 = 56,700 LENGTH ROADWAY TIP PROJECT I-5986A 15.368 MILES RKNC LICENSE NO. F-0112 (---301OR
NCLO i 1 11 ADT 2040 _ 73800 LENGTH STRUCTURE TIP PROJECT I-5986A 0.048 MILESFOR NORTH CAROLINA ��°!�
PLANS K _ 55% TOTAL LENGTH TIP PROJECT I-5986A 15.416 MILES DEPARTMENT OF TRANSPORTATION S.T. WOOTEN
D = 7/o P.E.
T = 18% 2018 STANDARD SPECIFICATIONS SIGNATURE: 0 z
°3 50 25 0 50 100 V = 75 MPH NCDOT CONTACT Michael T. Merritt, P.E. ROADWAY -o
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itittilibiliDESIGN
PROJECT ENGINEER ENGINEER J,� i
PROFILE (HORIZONTAL) Fti0
l' O F TR0 0 lid 10 5 0 10 20 FUNC CLASS: INTERSTATE Michael Penney, PE LETTING DATE: Anthony A. Houser, P.E.
N 0 illittiiimddi * O PROJECT ENGINEER - DESIGN-BUILD UNIT AUGUST 20, 2 019 PROJECT DESIGN ENGINEER P.E.
(TTST 13 /O + DUALS 5 /O)
`� PROFILE (VERTICAL) SIGNATURE:

PROJECT REFERENCE NO. SHEET NO.
o-
I—5986A 25
co
R'W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
4,"
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+.- DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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CARLA H BAREFOOT
DB 9211 PG 319
PB 132 PG 103
+00.00
140.00'
REMOVE EXISTING FENCE
+95.00 END SECTION I & 185.00' IMPACTED STATION BILLBOARD
L- 286+00 LT
195.00 ILE MARKER 59.4
BEGIN SECTION 2 +70.0o 80.00'
—L— Sta.POT 280+OOn00 195.00+00.00 185.00' <> PUE +35.00
160.00' .
56 40t V• ' 180.00'
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8601 Six Forks Road,Forum 1,Suite 700
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Raleigh,North Carolina 27615-3960
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5 FOR -LRT SEC2- PROFILE SEE SHT. 107
`12L/° 0FOR DITCH DETAILS SEE SHTS. 2 D-3 TH RU 2 D-4 Responsive People I Creative Solutions

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1-5986A 26
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- \ ; \ \ \ \\ 180.00 RONALD GEORGE HILLRW PLAT 1 PG 38
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+60 0o Y6 c\ �� \ \ 90.00' RUBY WARREN BULLARD
-DRI- PCC Sta. /9+52°32 110.00' ��,, \ . \-a XXI ii tk. \\ . • r ', BEGIN C/A DB 9282 PG 844
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v SMITHFIELD ROAD END FENCE '5 \ , b �j_
pi (SR 1005) c \\\ `�
ADT 2018 400 C\ \A\
ADT 2040 500 M �Cj
P
-Y6- -DRI-
c P1 Sto 18+6/.56 P/ Sta /0+26.18 PI Sto /1+02.76
56,700 1-95 1-95 56,700 A = 0° 08' 59.9" (RT) A = 5° 30' 0/°3" (RT) A = 53° 32' 00°6" (RT)
j 73,800 73,800 „ „
D = 0°
0326.3 D = 10° 30' 46.8 D = 57° /7. 44.8„ RKodt
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T = 130.87' T = 26.18' T = 50.44' P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
R = 100,000.00' R = 545.00' R = 100.00' Raleigh,North Carolina 27615-3960
O� 400 SE = NC SE = NC SE = NC NC License No.F-0112
] 500 o DS = 60 MPH DS = 20 MPH DS = 20 MPH Engineers i Construction Managers I Planners I Scientists
c SMITHFIELD ROAD
\1i`} (SR 1005) www.rkk.com
°° °' FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4 Responsive People I Creative Solutions

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I-5986A 27
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TOB TO TOB WIDTH: 35'
N 41°32'49" E NCDOT
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DB 2194 PG 295 BM 421
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el p = 10'23'199'(LT) A = 10'23'19.9'(RT 1 A = 10'23'19.9'(LT 1 0 = l0 34'33.0"(RT 16, = r 50'12,2"(RT 1 6, = 360'00'OOA'(LT) 0 = 360'00'OOA"(LT) 6, = 36'57'13.0'(RT 1 = 46'25'55.4'(LT 1 A = 23'09'572'(LT 1 8 •NS CLB RIP RAPT s°s� \2k 5 �- �'J�1 9
.- D = 4'46'287' 0 = 4'46'28.7- 0 = 4'46'287' D = 4'46'28J" 0 = 0'4/'55.4' D = 100'3/'08J' D = IOO.3/'08J' D = 6'37'256' D = 10'25'027' D = 4'10'0/f 21 SY GEOTEXTILE �tr �- `�, 5 ��►'j
15 RCP-III ! /
N L = 2/758' L = 21758' L = 21758' L = 22/50' L = 26287' L = 358J4' L = 358J4' L = 55789' L = 445.72' L = 55594' a \" 1Q v y7
T = 109.09' T = 109.09' T = 109.09' T = 111.07' T = 131.44' T = 0.00' T = 0.00' T = 289A4' T = 2359r T = 28/82' `F+� , • �� x
R = 1200.00' R = 1200.00' R = 1200.00' R = 1200.00' R = 820000' R = 57.00' R = 57.00' R = 865.00' R = 550.00' R = 1,375.00 &3 ® • 4!!5 .4
SE = 0.03 SE = OA3 SE = 0.03 SE = 0.03 SE = NC SE = 0.04 SE = OA4 SE = 0.03 IATTHEWS CHARLES DWIGHT 2 TONS CLB RIP RAP Tpsd_ �� %f
DS = 25 MPH OS = 25 MPH OS = 25 MPH DS = 25 MPH DS = 50 MPH DS = 40 MPH DS = 40 MPH DS = 40 MPH DB�552 PG 416 7 SY GEOTEXTILE \x •-- S % •�0
O PB 43 PG Ti J, �!,
-Y7RPA- -Y7RPB- -Y7RPC- -Y7RPD- 6s1'• �P�G RiC �C
- P/s Sto /2+5358 PI Sto O+43J4 PI Sto 22+76.90
P/s Ste 11f3334 P/Sto /5+8495 Pls Sto 20+30.58 P/Sto 23+92.37 P/s Sto /2+4398 P/Ste 18+2780 P/Sto 24+04.49 P/Sto /5+63.79 P/s Sto /9+87.74 PI Sto 24+575/ •
LATERAL V DITCH I
60
es = 2'36'15.7' A = 2r 45'45.3"(RT 1 6 = 18'49'50.6'(LT) es = 2'17'306' 6, = 17•30'26. '(LT 1 es = 2'17'306' 0 = 32'19'02.7'(LT 1 es = 2'36'15.7' 0 = 26*27'25.6'(RT)6, = 22'03'372'(LT 1 A = 18'46'44.3'(LT 1 es = 2'36'/57' 0 = 29'13'16.6'(LT) 8SEE DETAIL K 8 01 Six Fors R
P Ls = 200.00' D = 2'36'157' D = 7'50'555' Ls = P00.D0' 0 = 2'17'306' Ls = 200.00' D = 39'30'5/6' Ls = 200.00' D = 2'36'157' D = 14'/9'262' 0 = 2'36'157' Ls = 200.00' D = 29'22'56B' Raleigh,
Si,Forks Rood,a 27Foru 11,960 700
LT = /33.34' L = 763.90' LT = 133.34' L = 8/79' LT = /33.35' L = /A/5.88' L = 154.0/' L = 72/.06' LT = /33.35' L = 99.45' 1�2�50Y NCl Lice LNicense
Carolina 27615-3960
LT = 133.35' L = 83562' L = 239.92' oo.00' NC License No.F-0112
ST = 66.68' T = 4229/' T = 121.05' ST = 66.68' T = 384.95' ST = 6668' T = 42A1' ST = 66.68' T = 5/7J6' T = 77.97' T = 363.79' ST = 6668' T = 5083' 145.00'
cp. Engineers I Construction Managers I Planners I Scientists
0 R = 2200.00' R = 730.00' R = 2.500.00' R = 145.00' R = 2200.00' R = 400A0' R = 2200.00' R = 195.00'
o0. NOTE:ALL DRIVES ARE 16'WIDE WITH www.rkk.com
N� SE = OA7 SE = OA4 SE = OA7 SE = OA7 SE = OA7 SE = OA6 SE = OA7 SE = OA6 10'RADII UNLESS OTHERWISE NOTED
DS = 65 MPH DS = 25 MPH DS = 65 MPH DS = 65 MPH DS = 65 MPH DS = 25 MPH DS = 65 MPH DS = 25 MPH Responsive People 1 Creative Solutions

3 v �� ;',/ �-7 T = 281.82' T = 150.54' ST = 66.68' T = 363.79' PROJECT REFERENCE NO. SHEET NO.
��3 3 ��e�'� :�s wooDs ��' -•
' R =-1 e375.00' R =- 4,770.00' R ==2e200°00' /-5986A 33
C3 • SE 0.03 SE NC SE0.07
co •
� \' DS = 40 MPH DS = 40 MPH DS = 65 MPH R SHEET NO. ---
7w
s ;
S S Aq AO° • is ° ' ;' -Y20-
wooD, EDDIE C & 23 A° A 9�°�• ` 'ice P1 Sto 2/+5/.37 Pl Sta 32+14.20
�'j, WIFE BETTY H % ;i • A = 36 57' /3.0" (RT) = 38 35' 23.5" (RT)
�\ DB 7760 PG 4I3 c / 37' "
�,° PB l2l Pc 703 �� D = 6 25.6" D = l6 22 /2.8 .;
•
��,P L = 557.89' L = 235.73' ;�
r F / . T = 289.04' T = 122.53' .,
o / R = 865.00' R = 350.00' •. •
�P L P • / SE = 0.04 SE = 0.04 .
•
g .• / • DS = 40 MPH DS = 35 MPH
0 / •WET WELL /
0 /
.• DOCUMENT NOT CONSIDERED FINAL
•
o - - tiA\� • / `'� UNLESS ALL SIGNATURES COMPLETED
• o`' �1 / • •f'°ti
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•
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°J L. DB 6166 PG 372 • / END CONSTRUCTION
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,^ 7�0.00' POND o 60.00' �``' / • 50.00 -SR3- WOODS �' BETHEA SR, �Q BERT E &
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5 TONS CL B RIP RAP TOE PROTECTION ABAND
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JOH ON �6 BILLBOARD
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i W 1111�t�iitr■'' ��^''g���unib l�i�iii�71i1iliTigi VAIrgi r!°-"IIn f / • SEE DETAIL i
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�� •5.00' 4 +75.00 -Y20-
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z PRESLER PRESLER, SHELBY MATTHEWS II 41, j , I / <2 DB 554 PG 15
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ti�,o� \ I , ,�.`� FOR -Y7RPA- PROFILE SEE SHT. 177 P:(919)8789560
{ 8601 Six Forks Road,Forum 1,Suite 700
o S. s� + \ FOR -Y7RPD- PROFILE SEE SHT. 179 Raleigh,North Carolina 27615-3960
N-0+ �0 QJ NC License No.F-0112
o 6., N.
N+N
+95.00 -Y20, FOR -Y20- PROILE SEE SHT. 181
c� F 376.00' '► �'= NOTE: ALL DRIVES ARE 16 WIDE WITH Engineers Construction Managers Planners Scientists
�� Boy' ''<> +oo.00 -Y2o- 10' RADII UNLESS OTHERWISE NOTED FOR -SR3- PROILESHT. 182www.rkk.com
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1.

y vv dv,, 1 v v.r,
`� e . 9-/9 ± // V
// -Y2O- PROJECT REFERENCE NO. SHEET NO.
9/ •/
�, , /-5986A 34
PI Sto 32+14.20 P/ Sto 33+74.76
co / 45.0�0 +72.0Q -- A = 38° 35' 23.5" (RT) A = 25° 25' 19.8" (RT) R W SHEET NO.
`1' BETHEA Sd; ROBERT E / 345. \ / 345.00' = = „
WIFE HENREITTA C / D16° 22' 12.8 D27° 17 0/.3
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* * .r / f /9'�d'-
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, / /6' / / 92
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0 40 TONS CL I RIP RAP • co = A © v
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800' SEE DETAIL N 6� 60`0 A\ / +
ACCELERATION 50' BLEND \ \ \ \ -Y20- PT Sto. 34+20.57 MOORE, ELENE MOORE, 94
LANE TO EXIST. \1 \ \ 1 �'
DB 554 PG 15 RONALD C &
- 40:00' --o WIFE BETTY H
1 I I I - oco o DB 2254 PG 152
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I FOR -LLT SEC2- PROFILE SEE SHT. 116 Raleigh,North Carolina 27615-3960
o-o+' I FOR -LRT SEC2- PROFILE SEE SHT. 116 NC License No.F-0112
o Eng1ineersConstructionManagersiPIannersiScientists i
(Ni o c FOR -Y20- PROFILE SEE SHT. 181 _
LO 0 / I FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4 Responsive People I Creative Solutions

o / PROJECT REFERENCE NO. SHEET NO.
/-5986A 35
co R'W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
/ ,ift
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S
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DB 2254 PG 152 92
MOORE, RONALD C &
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-Y6-
PROJECT REFERENCE NO. SHEET NO.
P1 Sto 18+61.56
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`-t • P/ Sta 28+31.09 P1 Sta 32+19.81 P/ Sta 33+94.26 PI Sta 14+73.16 P/ Sta /6+36.23 /-5986A 73
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0° 30' 3° 22' „ 6° . 47° 44' 47° „ RV�/ SHEET NO.
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/ L = 178.03' L = 133.39' L = 2/4.55' L = 6I.25' L = 200.93' ENGINEER ENGINEER
T = 89.02' T = 66.73' T = /07.79' T = 31.31' T 133.13'
/ R = 11,200.00' R = 1,700.00' R = 900.00' R = l20.00' R = 120.00'
SE = NC SE = NC SE = NC
+ DS = 60 MPH DS = 20 MPH DS = 20 MPH
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