20190214 Ver 1_I-5986A_Rdy_SEC-1_Full_Early Start_Reduced_20200618

/C c See Sheet 1 A For Index of Sheets \N
See Sheet 1 B For Conventional Symbols I I mil I • STATE STATE PROJECT REFERENCE NO.
SHEET TOTAL
NO. SHEETS
See Sheets 1 C- 1 Thru 1 C-8, 1 C-22 Thru 1 C-25, 1 C-28 For Survey Control Sheets I I I , � I • i'. I ' H f� k 1� • A
0_,
I eV
N.C. I-5986A 1
Linden •ER •• • II) s ji Y STATE PROJ.NO. F.A.PROD.NO. DESCRIPTION
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r'� p4O' END TIP PROJECT f j c, 47532.3.2 NHP-0095(057)
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Bonnie Doone ��
4401
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401 ;AppiiiiiFiljo6SIGNING, ITS, CULVERTS & STRUCTURES
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All .
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986A _ Agar
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SUBMITTAL NO . : S - XXX
hal...,44 VICINITY MAP DATE : os / os / 2020
(NTS)
295
-Y5-
imi BEGIN TIP PROJECT I-5986A AIRBORNE & SPECIAL OPERATIONS HIGHWAY NC 295 -Y7-
WADE-STEDMAN RD. SECTION 2 SECTION 3
-LSB- POT STA. 12 + 00.00 -Y14- SR 1815
es124
DUNN RD. ., BEGIN BRIDGE BEGIN CULVERT
-LN B- POT STA. 12 + 00.00 Y3 US 301 '� -Y5- Sta. 76+01 +/- -L- Sta. 354+95.00 END BRIDGE
BAYWOOD RD. -SR3- -Y8- Sta. 25+10.55
SR 1831 4 SECTION 1 SECTION 2 ELVA WALLACE RD.
-Y8-
gi. `�►�r END BRIDGE
-Y1SB- BEGIN BRIDGE -Y5- Sta. 77+08 +/- BEGIN BRIDGE END CULVERT PERCY STRICKLAND RD.
1-95 BUS -Y3- Sta. 19+82.59 tl� END BRIDGE -Y6- Sta. 21+02.67 -L- Sta. 422+44.10 SR 1813
6...._.2111111
REESE CREEK 301 -Y5LPD- Sta. 26+72.08 BEGIN CULVERT END CULVERT
li
-L- Sta. 304+00.00 -L- Sta. 540+49.91
�'� BEGIN BRIDGE A BEGIN BRIDGE
95 95 Oh
-Y7C- Sta. 13+41.55■��+� ' -Y5LPD- Sta. 24+16.04',� �� `Aid
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- 13 END BRIDGE END CULVERT -L- Sta. 540+41.88
;, � END BRIDGE -Y6- Sta. 22+92.53
-Y4- -L- Sta. 355+05.00 _ _ BEGIN BRIDGE
�'� -Yl NB- -Y3- Sta. 21+84.59 PEMBROKE LANE -YS- END BRIDGE Y20 -Y8- Sta. 22+91.93
52 1-95 BUS. GOLDSBORO RD. -Y7C- Sta. 15+19.55
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GODWIN-FALCON RD. SHERRILL BAGGETT RD. �,P� -SR5- POT STA. 10+00.00 AH
NC 82 SR 1806
-Y21- -Y11-
BEGIN BRIDGE LEITHA LN. RHODES POND ROAD
Lin -Y9B- Sta. 13+74.82 END BRIDGE SR 1804 $AA E0 10
-Y10- Sta. 22+83 +/- t /� OPD SR
� 95, e0p Np,WK\NS R
-L- POT Sta. 79 + 78.98 = ► - li ; • Q �� �
-0$*
-LNB- POT Sta. 129 + 28.86 (13' RT) j�� - - �! ya 00,
N , I �simm!sm!•'` Al END TIP PROJECT I-5986A
-L- POT Sta. 80 + 40.84 = BEGIN BRIDGE ►
-LSB- ST Sta. 130 + 34.61 (13' LT) -SR5- .• -Y11- Sta. 24+07.66 -L- POT STA. 776 + 03 .71
GORDON WILLIAMS RD BEGIN BRIDGE END BRIDGE
73
NOTES -Y10- Sta. 20+89 +/- END BRIDGE -Y11- Sta. 25+75.66 BEGIN TIP PROJECT 1-5877
• 2.1. S IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. I END BRIDGE BEGIN BRIDGE -L- Sta. 678+94.39 DOCUMENT NOT CONSIDERED FINAL
o • NEW SIGN OUTSIDE OF PROJECT LIMITS. -Y9B- Stacf) . 15+48.82 -L- POT STA. 776 + 00.00
-L- SIN .39 UNLESS ALL SIGNATURES COMPLETED
i
DESIGN DATA PROJECT ECT LENGTH PLANS PREPARED BY: & Aii/ HYDRAULICS
,I, C.,..) GRAPHIC SCALES ,J ENGINEER
RUMMEL, KLEPPER & KAHL, LLP
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
Y RALEIGH, NORTH CAROLINA 2 7615-3 96 0 N 0 R Ty
50 25 0 50 100 ADT 2018 = 56,700 LENGTH ROADWAY TIP PROJECT I-5986A 15.368 MILES RK NC LICENSE NO. F-0112VW
OF C
LOi-i l 11 ADT 2040 = 73,800 LENGTH STRUCTURE TIP PROJECT I-5986A 0.048 MILES FOR NORTH CAROLINA ',� ���
Lc) PLANS K = 55% TOTAL LENGTH TIP PROJECT I-5986A 15.416 MILES DEPARTMENT OF TRANSPORTATION WOOTEN �;� `may
D = 7% P.E.
°n EIIIIIIII T = 18% * 2018 STANDARD SPECIFICATIONS SIGNATURE: m z
50 25 0 50 100 V = 75 MPH NCDOT CONTACT Michael T. Merritt, PE ROADWAY -�
ilihnili\IdliDESIGN -7
PROJECT ENGINEER ENGINEER �• � .
PROFILE (HORIZONTAL)
Fti Qo
roF TRPNS
0
0 0 g_H 0 10 5 0 10 20 FUNC CLASS: INTERSTATE Michael Penney, PE LETTING DATE: Anthony A. Houser, PE
(-„, ou ilihniiimlii * O O PROJECT ENGINEER - DESIGN-BUILD UNIT AUGUST 20, 2 019 PROJECT DESIGN ENGINEER P.E.
�nr� PROFILE (VERTICAL) (TTST 13% + DUALS 5%)
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• PROJECT REFERENCE NO. SHEET NO.
I-5986A 4
co
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ENGINEER ENGINEER
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BEGIN TIP PROJECT I-5986A UNLESS ALL SIGNATURES COMPLETED
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PROJECT REFERENCE NO. SHEET NO.
-LSB- I-5986A 5
co P1 Sto 18+02.99 Raw SHEET NO.
0 = 0° 02' 23.7" (LT) ROADWAY DESIGN HYDRAULICS
D = 0°00' 58.9" ENGINEER ENGINEER
L = 243.85'
T = 121.93'
R = 350,000.00'
SE = NC NAD 8�✓NA 2°"
DS = 75 MPH
-LSB- PT Sto. /9+24.92
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-LSB- PC Sto. 16+81.06
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-LSB- PROJECT REFERENCE NO. SHEET NO.
1-5986A 6
Pls Sta 31+98.38 PI Sta 37+67.32 R/WSHEET NO.
6s = 0° 35' 48.6" A = 4° 38' 04.8" t'RT l
Ls = 250.00' D = 0° 28' 38.9" ROADWAY DESIGN HYDRAULICSENGINEER ENGINEER
LT = 166.67' L = 970.68'
ST = 83.33' T = 485.6/'
R = 12,000.00'
SE = 0.03
DS = 75 MPH -LSB- SC Sta. 32+8/.7/ s3/NP 2
1410
-LSB- TS Sta. 30+3/.7/ DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
/ \ RETAIN EXISTING C/A FENCE EXISTING R/W R/W MON
R/W MON —k....._ ---- x x x X XA X x—
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5 TONS CL B RIPRAP SEE DETAIL O
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PROJECT REFERENCE NO. SHEET NO.
I-5986A 7
co
RAN SHEET NO.
-LSB- -LNB- ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PI Sto 37+67.32 PI Sto 47+30.54 PI Sto 55+59.06 Pis Sto 41+94.09 PI Sto 53+89.43
A = 4° 38' 04.8" (RT 1 = 4° /2' 46.1" (RT) ,L = 3° 3/' 43.7" (RT) es = 0° 37' 22.0" A = //O 02' 46.4" (RT)
D
D = 0° 28' 38.9" D = 0° 26' 26.7" D = 0° 30' 11.2" Ls = 250.00' D = 0° 29' 53.6"
L = 970.68' L = 955.86' L = 701.38' LT = 166.67' L = 2,217.12'
T = 485.61' T = 478.14' T = 350.80' ST = 83.33' T = 1,112.01'
R = 12,000.00' R = 13,000.00' R =-11,388.00' R = 11,500.00' a NP 2°\-\
SE = 0.03 SE = 0.03 SE 0.03 SE = EXISTING Np,D
DS = 75 MPH DS = 75 MPH DS = 75 MPH DS = 75 MPH
DOCUMENT NOT CONSIDERED FINAL
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UNLESS ALL SIGNATURES COMPLETED
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,LSB- PCC Sto. 52+08.26
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o FOR —LSB— PROFILE SEE SHTS. 85 THRU 86 Engineers I Construction Managers I Planners I Scientists
w� www.rkk.com
� ° FOR DITCH DETAILS SEE SHTS. 2 D-1 THRU 2 D-2 Responsive People I Creative Solutions

PROJECT REFERENCE NO. SHEET NO.
l-5986A 8
\ N -LSB= POT Sto. 61+71.17=
'
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ROADWAY DESIGN HYDRAULICS
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\ - - ST Sto. 61+59.64
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N4 N
BEGIN WW FENCE
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BEGIN NOISE WALLNN '''' /
END WW FENCE REMOVE EXISTING FENCE ' L_____„,--,,,,--
-LSB-
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PI Sto 55+59.06 Pls Sto 59+92.97 PI Sta 53+89.43
Pls Sto 65+77.88 Pls Sta 11+33.35 PI Sta 14+17.34
A = 3° 3/' 43.7" (RT) es = 0° 37' 44.1" = ll°02' 46.4" (RT J
6s = 0° 37' 22.0" es = 2° 23' 14.4" A = 10° 20' 56.4" (LT)
D = 0° 30' 11.2" Ls = 250.00' D = 0° 29' S3.6" Ls = 250.00' Ls = 200.00' D = 2° 23' 14.4"
L = 701.38' LT = 166.67' L = 2,217.12' LT = 166.67' LT = 133.35' L = 433.50' RK
° T = 350.80' ST = 83.33' T = 1,1/2.01' ST = 83.33' ST = 66.68' T = 2/7.34'
ft
R = 11,388.00' R = 11,500.00' P:[phone]
R = 2,400.00' 8601 Six Forks Road,Forum 1,Suite 700
$E = Q,Q3 SE = EXISTING SE = 0.07 FOR -LNB- PROFILE SEE SHT. 86 Raleigh,North Carolina 27615-3960
o� DS = 75 MPH DS = 75 MPH DS = 65 MPH NC License No. F-0112
FOR -LSB- PROFILE SEE SHT. 86
- Engineers I Construction Managers I Planners I Scientists
N - / FOR -YRPB- PROFILE SEE SHT. 145
��° ° / FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 Responsive People I Creative Solutions

r
o, REVISIONS 1 % BEGI CONSTRUCTION �I� PROJECT REFERENCE NO. SHEET NO.
_ ,� W® 1-5986A 9
`0 -LNB- -YRPB- -YRPA- -Y- .* BEGI OVER .' Y I '� -,T RAM SHEET NO.
PI Sto l4+1734 Pls Sta 17+O0J8 P/s Sto /3+97J4 PI Sto /6+9/.43 Ply Sto 19+83.81 PI Sto 22+40.49 PI Sto 20+71.04I * y -YRPA- PT Sta.22+7825 ROADWAY DESIGN HYDRAULICS
Pls Sta 65+7788 -Y P c�T Sta. 10 05.90 I ENGINEER ENGINEER
es = 0'37'22A" A = 10'20'56.4"(LT 1 es = 2'23'14.4' es = 2'5/'532 A = 12'59'14.8"MRT l es = 2'sr 532' A = 5'24'452'(LT)l p = 9'34'00.6"(LT) '�
Ls = 250.00' D = 2'23'14.4' Ls = 200.00' Ls = 200.00' D = 2'5/'532" Ls = 200.00' D = T 09'43J" D = 3'05'49.4" '� -YRPA- PC Sfo.22+02 68
LT = /66.67' L = 43350' LT = /33.35' LT = 133.35' L = 453.35' LT = /33.35' L = 7557' L = 308.90' / -Y- PO Sto.lO+OOAO +
ST = 8333' T = 217.34' ST = 66.68' ST = 66.68' T = 227.65' ST = 66.68' T = 37.8/' T = 1548/' * * /
R = 2.40000 R = 2A0000 R = 8000(Y R = 1850A0 / -] -/ Sto.t0+9611=
SE = OA7 SE = OA7 SE = EXISTING SE = EXIST. l -YRPA- ST Sto.2/+17J3 20G\
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DS = 65 MPH DS = 65 MPH DS = 50 MPH DS = 50 MPH / / -YRPA- '/&Sto.24+2773 ��P
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ROAD / t( I n \ * JAMES MICHL PARKER 4
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r PB 87 PG 13 P:1919)876-9560
d JN '- MABY J sWANN W FOR -LSB- PROFILE SEE SHTS.86 THRU 88 6601 Six FoAcs Road,Folum),Suite 700
m N so m D8 836 PG 687 �°w FOR -Y- PROFILE SEE SHT.144 Raleigh,NorthCarollna27615-3960
ECY NC A#r100 Nn F-0117
�-a+' �` c N• FOR -YRPA- PROFILE SEE SHT-144
o�k \ ^` ENV m ' FOR -YRPB- PROFILE SEE SHT.145 E nreersoomonsimdion Managers)Planners l Scientists
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0' I \ PROJECT REFERENCE NO. SHEET NO.
°' REVISIONS +
�� se 1-5986A l0
co �t% 0 µB. /
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I O�� ,J;'iyo9 �J'+0oy.• ROAENGIN EDWAY NGINEER
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PB 94 PG 26
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JOEL DAVID BRADT $63
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1 \ \ \ `� \ �� \ -LSB- STA 23+87.73 1118.46'RT) HANNAN ROGERS N 96.34•
1 \ • °b`•'• \\ • BEGIN WW FENCE ® ANTHONY NICNOLSON 30,$p 0 W
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OVERLAY EXISTING PAVEMENT
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Q �Y --- \� �' --, SEE DETAIL O
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+ _J
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CA- _ 1 ����((�� �x 1 1 \ k • • /2 y_ 1\` - 1 ___JI0A0S \ •\ C • Y'l,l /PLUG & FILL
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__ - ter' ,� l� _ ,� < -YINB- ST Sto.43+6948 �" / tr)=Q= kk �g3EN E / 1 Y k\ j 4 • • II --\`\ 1 H \ Y \\ £w / a
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1 1 1 1 1 1 1 1 1 1 1 \\ STING�k 40+00 -- i,
1 1 1 1 1 1 ` 1 1 1 C/A ,r-�x c \ / �X °. p J
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1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 /N OF N 1 1 \ �x�_X_x_x� // \ STAIN EXISTING x�Tzm1S DITCH �� • • z C
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1 1 1 1 1 1 1 1 1 1 1 1 1 1 - N P.. 1 1 1 0 // -'---e,._, X% �x�x_ x x x x-x�x X -� / wood -'�T ----
KIRKPATRICK ASSOCIATES 1 1 1 i / 1 EE DETAIL OF EXTENDING PAVED SHLD.-- --ex, - -----_ x OVERLAY EXISTING PAVEMENT /� Ci3® i'
-LNB- TS Sio.92+40.4/ -LNB- SC S/o.99+90.4/ 1 1 '-e•_-_ _
1 1 1 1 1 1 1 1 I ' TO FACE OF GUARDRAIL SHT.2A-2 ,s;R --
DB 2850 PG 241 1 1 1 1 1 y-' 1 1 1 1`\ I I 1 1 1 •,n' 1 1 1 -1,-- �/
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1 1 1 1 *\ I I 1 1 1 1 W23 SY GEOTEXTILE *----.-*-• -- - • W
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1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 -�--�� 1 1 •w00BS .. p
PLEASE NOTE:REESE CREEK STUDY IS UNDERWAY AND WILL LIKELY RESULT IN 1 1 I _ - -�'�- 1 1 N;•- i. 4 I. '• h�m' PATRICIA
REVISIONS TO THE DESIGN IN THE VICINITY OF REESE CREEK 1 1 1 1 1 1 I____ ; 1 1_ 1 1 1 1 1 1 1 1 BEGIN AD 08 885
1 1 1 1 1 1 1 1 1 1 1 1 END OVERLAY •
-0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2s,°
m MILL EXISTING PAVEMENT UNDER BRIDGE 1 1 1 1 1 1 1 1 ` 1 1 1 1 1 1 1 1 1 1 1 1 1 .J BRUCE CAM
a STA100+00.00 TO STA103+50.00 1 1 1 1 PATRICIA F LAWRENCE
1 1 1 1 1 1 1 1 DB 3062 PG 311
DOUBLE POST SPACING FOR 1 1 "s4 1 1 1 1 DB 3062 PG 309 DB 8856 PG 276
Q GUARDRAIL AT EXISTING CULVERT 1 1 1 1 ?sJ9e7J•tJ: 1 1 1 1 1 1 1 1 DB 3062 PG 305
1 1 1 1 1 1
1 1 1 1 1 1 1 1
L0 SEE DETAIL OF EXTENDING PAVED SHLD. 1 1 1
1 1 1 1 1 1 1 \�
TO FACE OF GUARDRAIL SHT.2A-2
-LSB- -LNB- -YINB- 1 \YISB- J - 1 1 1 1 1
GRAPHIC SCALE
1 1 1 1 50 25 0 50
Pis Sto 94+19J2 PI Sto 102+6979 Pis Sto 111+15.42 Pis Sto 117+6427 PI Sto /23+16.67 Pls Sto 94+07.07 Pi Sto 100+9681 Pls Sto 107+8391 Pls Sto 117+04.65 PI Sto 122+20.00 PI Sto 17+56,04 Pis Sto 22+17A5 Pls Sto 24+80.6/ PI Sto 34+5199 Pls Sto 42+62.83 Pis Sto 11+12.43 P1 Sto 14+6/93 P1 Sto 30+0587 1 i' "
es = 0'55'485' A = it 22'553'(RTI es = 0'55'485' es = 0'55'055' = 6'52'58.3'(LT es = 0'57'177' 0 = 9'/4'42.0'(RT1 es = 0'57'17.7' es = 0'44'45.7' = 5'09'19'(LT A = 8'04'048'!RT 1 es = 0'47'25.0' 9s = 2'46'407' = 58'10'59.4'(LT) es = 2'46'40.7' es = 0'44'l65' A = 8'26'22.6'(AT) A = 28'54'38.4'(RTJ 1
1 TRAFFIC DIAGRAM
- Ls = 250.00' 0 = 0'44'388' Ls = 250.00' Ls = 250.00' D = 0'44'04.4' Ls = 250.00' D = 0'45'502' Ls = 250.00' Ls = 250.010' 0 = 0'35'48.6' D = 0'59'/63' Ls = 160.00' Ls = 160.00' D = 3'28'20.9' Ls = 160.00' Os = r 36'505' D = r 36'50.3' D = l'09'045' 1 ADT 2018 PLANS
W LT = 166.67' L = 1529.63' LT = /66.67' LT = /66.67' L = 937.00' LT = 166.67' L = 1210.17' LT = 166.67' LT = 166.67' L = 863.44' L = 81672' LT = 106.67' LT = 106.68' L = /.67556' LT = 106.68' Ls = 200.00' L = 5229r L = 251124' 1 1 1 1 1 1290o ADT 2040 MI co ST = 83.34' T = 76734 ST = 83.34' ST = 83.34' T = 469A7' ST = 83.34' T = 606.40 ST = 83.34' ST = 8334 fl
T = 432.0r T = 409.03' ST = 53.33' ST = 53.35' T = 918.06' ST = 53.35' LT = 112.43' T = 26193' T = 128296' 1 13,000 FOR -LNB- PROFILE SEE SHTS.88 THRU 90
o N, R = 7700.00' R = 7.800•Q0' R = 7500.00' R = 9600.00' R = 5.800.00' R = /.650.00' ST = 87.60' R = 3550.00' R = 4976.82' 1 1 & 1 i 9 90o P(91Y87B-9560
SE = 0.03 SE = 0.03 SE = EXIST SE = 0.06 SE = 0.05 SE = EXIST s 1 's 3;000 FOR -LSB- PROFILE SEE SHTS.88 THRU 90 3Bo1S1)38572Road,Forum 1,Suae 700
c51�s. SE = 0.03 SE = 0.03se. eL FOR -YRPA- PROFILE SEE SHT.144 RalelgnNoRncarol.27su-39Bo
OS = 60 MPH DS = 65 MPH OS = bQ MPH 4J,°�s$ 1 1 44.600 S 544soo FOR -Y1NB- PROFILE SEE SHTS.146 THRU 147 NCI r,N F-0112
w1 OS = 75 MPH DS = 75 MPH OS = 75 MPH OS = 75 MPH OS = 60 MPH �z, w Engineers Construction Managers Planners scie Isis
c
•TRANSITIONS TO EXISTING SUPERELEVATION 1 1 1 56,400 95 69,400 FOR -Y1SB- PROFILE SEE SHT.148 www rkk.com
OA5 /S NOT ACHIEVED FOR DITCH DETAILS SEE SHTS.2D-1 THRU 2D-2 ResponsivePeWielaeanesoiwons
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/-YISB- PROJECT REFERENCE NO. SHEET NO.
-LSB- _ -LNB- -YINB- l-5986A 11
Pls Sta 11+12.43 PI Sta 123+16.67 Pls Sta I28+67.94 PI Sta 122+20.00 Pls Sta 127+34.76 Pls Sta 50+40.86 PI Sta 54+72.9/ R/W SHEET NO.
es = 0° 44' /6.5" A = 6° 52' 58.3" (LT) es = 0° 55' 05.5" A = 5° 09' 11.9" (LT) es = 0° 44' 45.7" 6s = 0° 37' 00.9" A = 5° 50' 09.3" (RT) ROADWAY DESIGN HYDRAULICS
es = I° 36' 50.5" D = 0° 44' 04.4" Ls = 250.00' D = 0° 35' 48.6" Ls = 250.00' Ls = 160.00' D = 0° 46' 16.1" ENGINEER ENGINEER
Ls = 200.00' L = 937.00' LT = 166.67' L = 863.44' LT = 166.67' LT = 106.67' L = 756.79'
LT = 112.43' T = 469.07' ST = 83.34' T = 432.0/' ST = 83.33' ST = 53.33' T = 378.72'
ST = 87.60' R = 7,800.00' R = 9,600.00' R = 7,430.00'
SE = 0.03 SE = 0.03 SE = 0.02
DS = 75 MPH DS = 75 MPH DS = 65 MPH
A•/ /
\(: BEGIN PROP. T YPE T BARRIER
-LSB- STA. 119+50.00 DOCUMENT NOT CONSIDERED FINAL
PRANCES SNOW MOSLEY 1� UNLESS ALL SIGNATURES COMPLETED
CLAUDE STEVEN MOSLEY `L�
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C) (36 LT -LSB- CS Sta. 127+84.6/
PROP.TYPE T BARRIER
NON-MPACTED BILLBOARD
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MILEMARKER 55.4
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SEE DETAIL B -F__ // / -o _ - TT10 c''
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it 41°. 44
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L B /- cv - _ - PROP• t y 48' W� - STa. l29+0/.43
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SEE DETAIL B N o 1�p6 SF -- THELBERT LEE ELLIOTT, JR o4'
O _77 2GIB w . i / . . KERRY ANN ELLIOT ;���ti •
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THE TAYLOR FAMILY TRUST �, �,
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2 � BEGIN NOISE WALL S9g0jS9� -YINB- TS Sta. 49+34.19 rir -YINB- SC Sta. 50+94.19 FOR -LNB- PROFILE SEE SHTS. 90 THRU 91 g6091Sx$ForksRoad,Foruml,suite7oo
560
" 6,. -Y/NB- STA. 49+26,75 (27,5'RTl g8' FOR -LSB- PROFILE SEE SHTS. 90 THRU 91 Raleigh,North Carolina 27615-3960
0 3 /- h . NC License No.F-0112
N�� SSO E o ) FOR -Y1NB- PROFILE SEE SHT. 147
o S 6 0' co �. Engineers Construction Managers Planners Scientists
\� 2 /%�3gh , z FOR -YISB- PROFILE SEE SHT. 148 www.rkk.com
���°� ss 00' _ FOR DITCH DETAILS SEE SHTS. 2 D-1 THRU 2 D-2 Responsive People I Creative Solutions

crcr PROJECT REFERENCE NO. SHEET NO.
/-5986A /2
co R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I \
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E -Y3- STA. 17 00
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HEIRS -Y3- PT Sta. I8+12.�0 I 1 \, •
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S.J. MCLAURIN, I �/ NON-IMPACTED BILLBOARD
SEE DETAIL PL STATION 92+00 LT
DB 4831 PG 521 j o �� • SKEW ANGLE = 89° 55' 37 MILEMARKER 55.7
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END NOISE WALL o 1 I SHIRLEY T MCLAURIN POND
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w -L- ST A.82+55.68 1 \ II �, ; I ti D B 8175 PG 544 ADT 2 040 b,l oo
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\ ® ioIn I54,500 195I-95 54,500
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cn MATC H L I N E -Y3- STA. 25+00.00 SEE SHEET 65
+(r) 3,000
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6,100
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U' -YINB- -LSB- -Y3- (SR 1828)
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PI Sta 54+72.9/ P/s Sta /28+67.94 P1 Sta /5+82.98 P1 Sta 26+62.32
P/s Sto 59+04.32
= 5° 50' 09.3" (RT) 8s _ 0° 37' 00.9" 6s = 0° 55' 05.5" A = /3° /0' 49.4" (RT) A = 0° 24' 18.8" (RT) FOR -LSB- PROFILE SEE SHT. 91 rfdt
AD
= 0° 46' 16.1" Ls 160.00 Ls = 250.00' D = 2° 5/' S3.2" D = 0° 06' S2.5" FOR -LLT SEC1- PROFILE SEE SHT. 92 8 9560
L = 756.79' LT = 106.67' LT = 166.67' L = 460.08' L = 353.61' FOR -LRT SEC1- PROFILE SEE SHT. 92 orks Road,Forum 1,Suite 700
T = 378.72' ST = 53.33' ST = 83.34' T = 231.06' T = I76.8/' FOR -YINB- PROFILE SEE SHT. 147 se tNh Fr011227615-3960
CD 3 R = 7,430.00' R = 2,000.00' R = 50,000.00'o (0' ' FOR -Y3- PROFILE SEE SHT. 149 rs Construction Mana ers Planners Scientists
N o SE = 0.02 SE = 0.06 SE = NC12L gDS = 60 MPH DS = 60 MPHNDS = 65 MPH FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2ive People I Creative Solutions

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PROJECT REFERENCE NO. SHEET NO.
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N
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�' N 65°23'50" W '
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1 N 1�° R/W MON N 28°39'59" E
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0 3 NC License No.F-0112
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c\i o c � 426.13' FOR -LRT SEC1- PROFILE SEE SHT. 93
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Cr \ U, PROJECT REFERENCE NO. SHEET NO.
NCr
/-5986A /4
0-, s R'W SHEET NO.
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FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 Responsive PeoplelCreativeSolutions
�1- In 1-

\ PROJECT REFERENCE NO. SHEET NO.
/-5986A /5
R'W SHEET NO.
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`� °' FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 Responsive People I Creative Solutions

PROJECT REFERENCE NO. SHEET NO.
0-
z
/-5986A /6
co \n,in -L- R/W SHEET NO.
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ADT 2018 PEMBROKE LANE y� • C/,
m ADT 2040 (SR 1933) ,-- I 33 TONS CL I RIPRAP • \
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200 •/•� /`�\.• '.•\ 1 177.2•.;213.00'RT -Y +74I0 ® ���
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it
w ROAD (SR 1861) 3Ss MILL AND OVERLAY EXIS NG PAVEMECN7`OOB. (�
m PI Sto /9+15J7 Pis Si; 23+26.45 P/s Sto 33+1428 P/Sto 35+85.96 P/s Sto 38+55.68 PI Sto 27+97.58 Pls Sto 12+5/55 PI Sto /6+09.48 GRAPHIC SCALE
y 0 = 5P S3'37.3'MT) Bs = 6 58'13.0' es = 4'35'012" 0 = /4"34'07.6'(RT1 es = 4'35'012' 6. = 54'50'183'(LT) 6s = 4'35'0/2" = 20'59'52.9"(RT) ;o0 1
\ \ _
w D = 6 58'/3A' Ls = 200.00' Ls = 240.00' D = 3'49'11.0" Ls = 240.00' D = 3'53'5/.6' Ls = 240.00' D = 3'49'1/.0' 1 �J Q' 0 5 0 50
v, L = 744.50' LT = 133.44' LT = 160.05' L = 381.41' LT = 160.05' L = 1.40695' LT = /60.05' L = 549.73'
T = 39997' ST = 66.76' ST = 80A5' T = 19/J4' ST = 80.05' T = 762.60' ST = 80.05' T = 27798' 1900 /
u R = 822.00' R = 1500.00' R = 1.470.00' R = 1,500.00' � // PLANS
PEMBROKE LANE / ����
SE = EXIST. SE = 0.08 SE = EXIST. SE = OA8 (SR 1933) ll FOR -LLT SEC1- PROFILE SEE SHTS.98 THRU 100
o DS = 55 MPH DS = 65 MPH DS = 40 MPH DS = 50 MPH •
1 FOR -LRT SECT- PROFILE SEE SHTS.98 THRU 100
d \ P:(919)87fi-9560
i •\ 6fi01 Six Fodcs Road,Fomm 1,Suite 700
m O FOR -Y4- PROFILE SEE SHTS.150 THRU 151 Raleigh,No hCarollna 27615-3960
�-a� � J• A
\ FOR -Y5RPB- PROFILE SEE SHTS-164 THRU 165 NN.F-o11z
� � I `\ ;/ FOR -YSRPC- PROFILE SEE SHTS.166 kkAmonsimdionManagerslPlannerslsciennsts
FOR DITCH DETAILS SEE SHTS.2D-1 THRU 2D-2 Responsive People I Creative Sowuo.

w DOCUMENT NOT CONSIDERED FINAL PROJECT REFERENCE NO. SHEET NO.
• UNLESS ALL SIGNATURES COMPLETED
END DOUBLE FACED CONCRETE M X 51 I-5986A 2/
N RAN SHEET NO.
BARRIER -L- Sta.228+6/.95 ROADWAY DESIGN HYDRAULICS
W 50 G. C. TAYLOR, III
-Y5RPA- PC Sta. 19+19.25 LIFE ESTATE RESERVED TO ENGINEER ENGINEER
W -Y5RPA- PT Sta. 24+10.50 x G. C. TAYLOR JR ��
DAMES D MCPHAIL Q.
/ RACHEL M TAYLOR �� -Y5RPA- PT Sta. 14+91.25
_ -YSRPA-+10.50 LARRY G MCPHAIL m BM 415 PLO -
100.00' RT DB 3261 PG 188 x DB 3586 PG 390 flt
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SPECIAL CUT DITCH �'
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0 III ---' CE -Y5FLY-+10.00
� I __--___F- IRE FEN pVE 121.00', 137.00' RT 121.00', 137.00' RT % xi� PAVEMENT REMOVAL
I O ______----- 5 V N W •
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V O _ ----- LANE PROP°W0 pOE -Y5RPA- -Y5FLY-
-�' ___ --------- 00, TAPER 0
IC A +
LH ~ 1` F 3 i pvE Pl Sta l2+45.66 Pl Sta 21+64.90 Pl Sta 67 17.13 Pls Sta 74+38.72 Pls Sta 77+05.38 Pl Sta 82+72.40
Q -Y5FLY-+87.00 A = 2° 10' 54.9" (RT l A = 2° 10' 54.9" (LT l A = 35° 16' 12.6" (LT l es = 2° 36' /5.7" es = 2°02' 46.6" A = 20°/5' 48.1" (RT)E -Y5FLY-+67.00 121.00', 137.00' RT D = 0° 26' 39.0" D = 0° 26' 39.0" D = 2° 36' /5.7" Ls = 200.00' Ls = 200.00' D = 2° 02' 46.6"
RAC �C
1,E121.00', 137.00' RT , , , , , , P:[phone]
�, Q !YSFLY-+48. FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 L = 491.25 L = 491.25 L = 1,354.28 LT = 133.35 LT = 133.34 L = 990.26 8601SixForksRoad,Forum1,Suite700
- PUE 21.00', 137.00' T = 245.66' T = 245.66' T = 699.36' ST = 66.68' ST = 66.67' T = 500.35' Raleigh,North Carolina 27615-3960
0 3 FOR -LLT SEC1- PROFILE SEE SHTS. 102 AND 103 , , , 800.00' NC License No. F 0112
Pv R = 12900.00 R = 12900.00 R = 2200.00 R = 2
0 0 FOR -LRT SEC1- PROFILE SEE SHTS. 102 AND 103 SE = NC SE = NC SE = 0.05 SE = 0.05 Engineers I Construction Managers I Planners I Scientists
\CCq_ -Y5FLY-+27.00 FOR -Y5RPA- PROFILE SEE SHT. 161 www.rkk.com
-v 121.00', 137.00' RT FOR -Y5FLY- PROFILE SEE SHT. 171 DS = 65 MPH DS = 65 MPH DS = 60 MPH DS = 65 MPH Responsive People Creative Solutions

��',,yS PROJECT REFERENCE NO. SHEET NO.
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9F I-5986A 22
co
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ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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51
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LIFE ESTATE RESERVED TO G. C. TAYLOR JR 0 O 300' TAPER LANE m
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cc
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NE 148.00' RT 52
DB 4490 PG 310
Lo PVE -YSFLY-+00.00
6- -YSFLY-+ 152.00' RT G. C. TAYLOR, III
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� • NE -Y5FLY-+00.00
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(r' -Y5FLY- DB 3586 PG 390
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Lp D = 0° 26' 39.0" D = 2°02' 46.6" Ls = 200.00' -Y5FLY- CS Sto. 87+62.30 -Y5FLY- ST Sto. 89+62.30=
Lii
L = 491.25' L = 990.26' LT = 133.34' -L- POT Sto. 248+84.70 (73' RT)
0 T = 245.66' T = 500.35' ST = 66.67'
R = 12,900.00' R = 2,800.00'
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up
DS = 65 MPH DS = 65 MPH
c
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,_
i 60
FOR -LLT SEC1- PROFILE SEE SHTS. 103 AND 104 86011Six8Forks Road,Forum 1,Suite 700
0 FOR -LRT SEC1- PROFILE SEE SHTS. 103 AND 104 Raleigh,North Carolina 27615-3960
o 3+ NC License No.F-0112
FOR -Y5RPA- PROFILE SEE SHT. 161
o Engineers i Construction Managers I Planners I Scientists
(\i ° c FOR -Y5FLY- PROFILE SEE SHT. 171
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(0173

o- PROJECT REFERENCE NO. SHEET NO.
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I—5986A 23
co
R'W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
,1
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ti
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300' TAPER LANE
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D = 0° 01' 29.7" D = 0°0/' 19.3" ft
,_
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N-o� FOR —LLT SEC1— PROFILE SEE SHTS. 104 AND 105
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i3s99 FOR —LRT SEC1— PROFILE SEE SHTS. 104 AND 105 WW�,.rkk.com
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(DEC-0

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6 Raleigh,North Carolina 27615-3960
0 3 NC License No.F 0112
N�� FOR -Y5LT- PROFILE SEE SHTS. 154 AND 155
o o Engineers 1 Construction Managers I Planners I Scientists
(Ni _ FOR —Y5RT— PROFILE SEE SHTS. 154 AND 155
`��° °' FOR D ITCH DETAILS SEE S HTS. 2 D-1 TH RU 2 D-2 Responsive People I Creative Solutions

REVISIONS II I I : ; PROJECT REFERENCE NO. SHEET NO.
-Y5LPD- -Y5RPA- -YSSPURA- -y/q- I I
/II� co,NI I 1-5986A 68
ROW REVISION -05-29-2020- PARCEL 45 ADDED FOE Pls Sto 46+3958 PI Sto 42+95J3 Pls Sto 58+76J4 f
Sto 54+28.47 Pls Sto 49+53.46 PI Sto 23+14J9 Pls Sio 4/+6639 Pl Sto 43+7326 as \ RN SHEET No.
ROW REVISION -05-29-2020 - PARCEL 46 ADDED PUE AND REVISED ROW es = 4'49'21.9' A = 28'56'19.0'MT) es = 5'29'27.0' RT1 es = 5'29'27.0' 37'07 59.6•/LT/ es = r 44'/0.4' A = ' 57l TI /I III 0 I1I. = 4'46'287' 24566' IROADWAY DESIGNTlE ' . ' I HEE0TAOR, HEIRSS 7r25'l35WROW R£V/SION -05-29-ZO20- ADDED PARCEL 47 AS A R£SULr OF rrlE L = 103J5' T = 258A5' ST = = 398.42' ST = 76.73' T = l5/J5' ST = 6667' T = 1402r3.300 '�III I DB 6292 PC 477 pC\/o
ADDITION of POE ST = 97.42' R = 1,000.010' R = 1,200.00' R = 450.00' R = 3300A0 I I • \�
SE = 0.08 ii iiiiI I� °i ,.- -Y5RPA- TS Sio.48+0006 W� SY GEOFAB N
SE = OA8 SE = OA6 SE = EXIST. N / 1 TON CL B RIPRAP
OS = 50 MPH OS = 60 MPH -Y5FLY- OS = 30 MPH (STOP CONDITION) OS = 60 MPH 1!III 11 I s2 '9� �o
-YSRPB- N I lu II I V C ` ti
Pls Sto /6+322/ Pl Sto l7+/723 Pls Sto 18+0227 Pls Sto 26+45A7 PI Sic 40+20J5 > l II II'I
Pls Ski/4+4863 PI Sto /9+15J7 es = 3'26'46.9' A = 2'43'52.0'(RT1 es = 3'26'46.9' es = 2/8'/2l A = 6r N'O16'(LT) o� I1 III I I I ss�.y�i
es = 6'S8'l3A' D = 6'53'373'(RT) I I zG18
Ls = 200A0 D = 6'58 /3A' Ls = /6omD = 4'/s 28b• Ls = /6o arLs = /60 0o D = 2 52 45l 0 I I I F'9 �i
LT = 106.9' L = 63.40' LT = 106.69' LT = 10668' L = 2.333.43' I I I I ' -YSSPURA- PC Sio.2/+63A4 • <rti� 'Sd,
4 �j, x , DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LT = 133.44 L = 822.0' ST = 5335' T = 3170' ST = 5335' ST = 5334' T = 1321J5' I I 1 /
-Y14- SC Sio.42+33D5 3 TON CL B RIPRAP �, *It
O AST = 66J6' T = 3999T R = 133000 R = b99000 III WAl SY GEOFAB / 6' SQ tS
R = 822W SE = EXIST. SE = OA6
SE = EXIST. ll II h ,7 �`
OS = 55 MPH DS = 60 MPH DS = 60 MPH I 1 / /; , 2OO
I l ll I I -YSLPD-+42.16 x^'0// I b Lid
44
Pls Sto 80+7464 PI Sto 82+9584 PI Sto 95+383/ Ir I 'll
III I9 It. no.00 RT ® ////
es = rl7' 0' D = 3'8' 53" fLTJ D = 0' 8' 69'fLTI I� II -YSLPD- CS Sto.45+42J6
Ls = 225A0 O = r 08 453' D = 0 58 /6A' I I IIIiII Ir III �4:•�'' / / / r'li
LT = 150A0' L = 29233' L = 2J6795' III ILLIjII III NI I '� ,c. � � � / f�/ �,*
ST = 75A0 T = 1462r T = l09634' II II III -Y5RPA- SC Sio.50+30A6 j/ / �' ''%
R = 5A00.00 SE
I �1III1'II III /L / /i / / � /1
SE = OA4 SE = OA4 II
OS = 70 MPH OS = 70 MPH III I II III h�
1111 III II II J -YSLPD 28.00'R6 �� p� 1,V
\ �IiI I II II II 4b -Y5LPD- SC Sto.47+42J6= Cho •• ` s., , ",/
i I I I II PEGGY M HILL -Y5RPA- POC Sio.Sl+7986 fl2 LTJ ��" :��/ / // ��
I I i I h o -Y5RPA- CS Sta.57+99.4o V+ ,;`/ / // / /
-YI"- • :/+ /7. ¥I If JOHN ADAMS CARTER / // ¢.
I I I SUSAN CA Y ,, / / /W I I �� 3 CARTER cANAD 3 TON CL 8 RIPRAP � / /. y///pppq�9�
,47
I MICHAEL D CANADYW/U SY GEOFAB ,,,,,,,,4 ••
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TIMOTHY LYNN GRIFFIN 50.24'LT I -Y,- +85.00 / \ 'T`�//' `fie / e .e_ M // / 1 I_ •/ PLUG 8. FILL ® / II
/ / JI o II • -Y14- .1.00477','0.00'LT \\ / ` �/ , ,,,, �/ /�// �W/PLOWABLE FILL I II '�'C]' r II F
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DB 9699 PG 393 I I� p ""/' I -II-
50.25'LT rim'r�49.75'RT \i` .xa` / fs VICE /..♦` (dC / / REMOVE 23' +.6.6• I -�rl---
Il IT I a a •PA-+29 40 70.00'LT -Y5RPA-+99.40 WAO SY GEOFAB NO E_ L i PROP. // ‘� 1 I 1/ zll °
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N - SEE DETAIL K 'I lrl
PUE , �-• v=127,39' _
I PUE�- - II I ♦ -...i.i .r -a.-'t_ Ty m �I _ / / lip �`_ 0
/ vs-+n.00 I -PUE ������ III i� ___t__e I �SPURA- PT Sto.24+54.68 -s0�l► EN 0 O
/ I 160.ETA 173.00'LT Chi PUE ___ _ __ � / 4}h: tj� Pn�+,�
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• T SEE DETAIL H w DS I .... �ROP.SIGN 011a ♦ w O��� POP SBG (M, __ �' �- Q
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ATTENUATOR spy 0
•
pr .... ail_-[ mil : � AI • " SKEW ANGLE��l�3S V7--- Y4-190 ---------- 2� RETAIN CB
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J W SY GEOFAB 44.60',166.00'LT �d -P- gw!•ll:. -. R �+• ©Q O o^_I�1 F j //. EXISTING SBG
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174.00',188.00'LT -
SEE DETAIL AF PUE i I rNV=123:q• � /
SEE DETAIL OF EXTENDING PAVED SHLD. PUE I°� •1 ... ' iqt �__��`_ ,♦'
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SEE DETAIL OF INCIDENTAL MILLING. .+�;., -Y14- POT S1o.34+Op00 w I I I I�' I dl 'YI ww& I wK p -OVERLAY EXISTING PAVEMENT SEE DETAIL OF INCIDENTAL MILLING. a ,y '
TO TIE TO EXISTING CURB SHT.2A-2 YSFLY-+66.77 I I I • I m�� 'r .� II \ TO TIE TO EXISTING CURB SHT.2A-2 -'
,42.00'RT I I '
r a i o I i II I I I 1/"0 -Y5RPB- TS Sto.13+15J9 lj �� ,,,0w'
PEGGY M HILL =I\ II I I '' -Y5FLY- TS Sto.25+38: I \ \ - //'.
JOHNSUSA ACART CARTER I I I \ i
SUSAN CARTER CANADY w 1.7I I II L II -YSRPB- SC Sto.15+15J9
MICHAEL D CANADY - ` I -
I
91
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, /�/ �//1 ::!
/ / FOR -Y5FLY- PROFILE SEE SHTS.169 AND 1 Engineers I Construction Managers I Planners I Scientists
FOR DITCH DETAILS SEE SHTS.2D-1 THRU 2 Responsive People l Creative Solutions

PROJECT REFERENCE NO. SHEET NO.
1-5986A 69
co
R'W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I �� I ' 3 /
3 II
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R-
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1-Dc c /
P1 Sto /4+83.44 PI Sto 27+97.58 I m I I I
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A = 0° 23' 06.9" (RT) A = 54° 50' 18.3" (LT) . I I III N I I I LL
/
D = 0° IT /I°3" D = 3° 53' 5I.6° I I I� IIUNLESS ALL SIGNATURES COMPLETED
L = 134.48' L = 1,406.95' I III o l[i I
T = 67.24' T = 762.60' . III III I= II I I / `!o�
R = 20,000.00' R = 1,470.00' • II I /
SE = EXIST. SE = EXIST. II II I I I
DS = 45 MPH DS = 45 MPH 1,. .. ii
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/
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PI Sto /3+0666PI Sto 10+80A7 P/Sto /2+68J3 / DB 8932 PG 267 PLANS
\ p = /5.40'04.4 (ATJ 0 = 43 2/'S6.4'tRT1 p = //8 22 429'fLTI p = 4/2 00.4'(LT1 p = 2/03'll9 lLTI = 6 50'346'(LT) p = 83 05'003'fLTI p = 90/9 50J'fLT) p 360 00 OOA'(LT) p = 22 09 042'fLT1 p = 4'02 43J5'tRTI \''' I ��� '/ -I� P8 102 PG 191 �% FOR-Y4A- PROFILE SEE SHT.152
L D = 3'34'S/6" O = 4 35'O/2' D = II'27'33A 0 = r l3'46 3' D = 0'58'/6A O = P 46'062' D = 36 57'S4J' D = 36'57'S4J' D = 76'23'39.7' D = 38'II'499' D = f 46'062 Ii _____' , •o10- / FOR -Y5LT- PROFILE SEE SHT.158 RK (
L = 946A9 L = 1A33A5' L = 34/6/' SP.LAT.4'BASE DITCH F
L = 43753' L = 2J6795' L = 386.96' L = 224.76' L = 244.37' L = 47/24' L = 57.99' L = 228.76' 4l SEE DETAIL O jI o/.•, FOR -Y5RT- PROFILE SEE SHT.158 p;(gig)g78-9560
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T = 220J4' R = 1,250.00' R = 500.00' R = 4,660.00' R = 5.900.00' R = 3240.00' R = /55.00' R = /55.00' R = 75.00 WILLIAM DAIL Raleigh,No hCarol Carolina 276,5-3960
R = I.600A0 R = 150A0 R = 3240A0 O FOR -Y5B- PROFILE SEE SHT.159 uoPo PNo F-ott/
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�� DS = 40 MPH OS = 45 MPH OS = 30 MPH DS = 60 MPH DS = 70 MPH OS = 30 MPH OS = 25 MPH OS = 25 MPH DS = 30 MPH DS = /5 MPH DS = 60 MPH B•"
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