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PI Sta 197+18J9 PI Sta 14+75.31 PI Sta 20+53.27 Pl Sta 26+28.33 1-5111/1-4759 /9
0 = 40°12' 08.8" (LT) A = 7. 08' 03.1" (LT) A = I4'16' 062" (RT) 0 = 7.08' 03J" (LT) S'�. M SHEET NO.
D = r 00' 02.9" D = I°29' 59.6" D = 2.06' 23.3" D = r 29 N' 59.6" � %'' F .9 &) ROADWAY DESIGN HYDRAULICS
L = 4,017.03' L = 475.65' L = 67706' L = 475.65' +05.00 END FENCE ! � I` 83 ENGINEER ENGINEER
T _ 2,095./9' T = 238.13' T = 340.44' T = 238.13' EXIST. ROW, 100.00' +6 .00 / 6X
R - 5,725.00' R = 3,820.00' R = 2,720.00' R = 3,820.00 �0�Z/^
SE = 0.04 SE = 0.03 SE = 0.03 SE = 0.03 +30.00 +35.00 , F
V = 70 MPH V = 50 MPH V = 50 MPH V = 50 MPH 10.00, 100.00, PLUG & FILL SF�
W/FLOWABL
MARTIN MARIETTA MATERIAL INC. FILL
14 DB 5960 - PG 864
° MAPPED PER WAKE CO. G.I.S. %
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/ +30.00
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LATERAL BASE DITCH j j 7 / % 57.71'
SEE DETAIL AA // / o, i °{ \ MARTIN MARIETTA MATERIALS INC.
+90.00 +15.00 7 / 00 08, DB 13897 - PG 1354
155.00' 110.00' J44 / LD EX8 .00 90.00' 92336/9'f
/ \ 14A
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105.00, -Y4- +87.99 /. 4) / ' . DB 14611 - PG 2642-2672
X &ISBW EX. ROW yr / SEE E RIPRAP 185.00'
-x / I / ��-. PB 2005 - PG 1397
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528 o N
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S_ SBG -Y4- 16+00.00 /7+00.00 LT
1 SBG -Y4- I8+35.00 18+76.94 RT s00Ri Ridgefield 1 Raleigh,
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o SBG -Y4- 2I+98.84 22+28.80 RT 1'ngineers 1 Construction Managers 1 Planners I Scientists
N� FOR -L- PROFILE SEE SHTS. 86-87 eww.rkk.com
SBG -Y4- 24+00.00 1 26+00.00 LT FOR -Y4- PROFILE SEE SHT. 139 Responsive People I Creative Solutions

_ -L- -Y4- SHOULDER BERM GUTTER LOCATIONS PROJECT REFERENCE No. SHEET NO
v15/o f97+18J9 PI Stm)4+75.31 P1510 20+53.27 Pl Sta 26+28.33 DESCRIPTION AI.N SI ATION STATION LOC !-SIl7/l-4739 /9
n = 40'12'08.8'(LT) 4 = 7'03'03f(LT) � = 14'I5'062'(RTI p = 7-06'03.1-(LT) �"�t rw sHEEr NO
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L = 4AI7p3' L = 475.65' L = 677.36' L = 475b5' Ras.m m_Nc.-yZ '•Q�CL, B3 ENGINEER ENcwFER
T - 2A95J5 T = Q38.13' T - 340.44' T 238.13' DO Faw lm '7
R - 50.04 0' R = 31820A0' R = ODJ R = 3.820.00' � Ex Row
SE = 0.09 SE = 0,03 SE = OA3 SE = OA3 Bo Bo Ss°° �•y�.
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FOR -Y4-PROFILE SEE SHT 139 NC LICENSE NO F-01 17 • 19191 B1e-956o

PROJECT EEFERENCf NO. SHEET NO
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H = 3r820.DD PER RIDGEFIELD DRIVE SUITE 350
I SE = O.03 PALEJGH,NORTH CAROLINA 27NV-3960
V = 50= 50 mph FOR -Y4-PROFILE SEE SHY 139 NC LICENSE NO F4112 r (9191978-9560