DocuSign Envelope ID: DE0D69F7-BC2C-4F94-8621-C4B32B4742B5

PROJECT REFERENCE NO. SHEET NO.

W-5510 2A-9

ROADWAY DESIGN PAVEMENT DESIGN C ENGINEER ENGINEER L ROUNDABOUT P.O. BOX 33068 A H C ROL RT IN RALEIGH, N.C. 27636-3068 O ESSI A N OF ON R A P L SEAL

M 029876 A E R T NG EE S T IN E TH W E W S. VAR 62.5'-76.5' 1/4/2016 (76.5' SHOWN) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 23' 2' 17.5' 2' VAR 2' VAR NOTES: TRUCK APRON 18'-32' 13'-38.5'

(32' SHOWN) (17' SHOWN) 1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED 18' VAR TRAVEL 0'-14' 2. SEE PLANS FOR TAPER LOCATIONS LANE TRAVEL LANE 3. SEE PLANS FOR SPECIFIC ISLAND LOCATIONS AND TYPE (14' SHOWN) VAR 10' 2.5' 4. SEE MATCH LINE SECTIONS FOR EXCEPTIONS TO STATION LIMITS CONC GRADE POINT 5. SIDEWALK LOCATIONS, WIDTH, AND OFFSETS FROM POINT OF ROTATION SIDEWALK BACK OF CURB WILL VARY. SEE PLANS FOR SPECIFIC 6" LOCATIONS AND DIMENSIONS. 0'-25.5' 6. USE WEDGING AS NECESSARY (SEE DETAIL W2, SHEET 2A-10) R3 (4' SHOWN) 7. SEE DETAIL W4, SHEET 2A-10 FOR MINIMUM WIDENING R3 C2 AND SAWCUT DETAIL R1 VAR VAR VAR 0.02 FT/FT EXISTING 1: 4: 1 1 GROUND 1 1: PAVEMENT SCHEDULE 6" 6"

PROPOSED APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE S1 C1 TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. J1 D1 L1 S2 E2 PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE COURSE T T C2 TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. GRADE TO THIS LINE PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. C3 PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 1.5" IN TYPICAL SECTION NO. 15 DEPTH OR GREATER THAN 2" IN DEPTH. PROPOSED APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE D1 TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. -Y1- STA 19+17.28 TO STA 20+42.28 PROPOSED VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE -Y2- STA 11+73.50 TO STA 13+12.50 COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER D2 SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" IN DEPTH.

E1 PROPOSED APPROX. 5" ASPHALT CONCRETE BASE COURSE B -R1- SLIP RAMP TYPE B25.0B, AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD. E2 PROPOSED APPROX. 4" ASPHALT CONCRETE BASE COURSE L TYPE B25.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.

PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE, T n TYPE B25.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. g U

d E3

. PER 1" DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 3" OR O P GREATER THAN 5.5" IN DEPTH. Y B T

_ VAR 2' A 17' 2' 13' Y PROPOSED 10" AGGREGATE BASE COURSE D

D J1

R TRAVEL N _ (4' 0 1

U LANE PROPOSED 3" STABILIZER AGGREGATE TO BE APPLIED TO 5 SHOWN) O 5 L1 SUBGRADE TO ASSIST WITH SUBGRADE STABILITY W R \ j

o r PROPOSED 2'-6" CONCRETE CURB & GUTTER D P R1 \ y E a w S d

a PROPOSED 1'-6" CONCRETE CURB & GUTTER O 10'

o R2 P R \ e O l

l SIDE i R

v PROPOSED 2'-0" CONCRETE VALLEY GUTTER

s WALK R3 r P e n

6"

r GRADE POINT e O PROPOSED 5" MONOLITHIC CONCRETE ISLAND (KEYED-IN) K POINT OF ROTATION R4 T

-

5 R1 E PROPOSED RETAINING WALL 4 R1 I C2 R5 2 6 T

3 VAR 0 T 1 0.02 FT/F

1 VAR EXISTING PROPOSED 8" REINFORCED CONCRETE PAVEMENT (TRUCK APRON) 0 4: S1

\ 1

y 1 GROUND a :1 1 w 1: d

a S2 PROPOSED 4" CONCRETE SIDEWALK o 6" R

_ 6" L

A EARTH MATERIAL R T \ S2 :

K L1

T D1 EXISTING PAVEMENT E2 T U E2 GRADE TO THIS LINE V1 MILLING ASPHALT PAVEMENT (1.5" DEPTH) 5 1

0 V2 MILLING ASPHALT PAVEMENT, VARIABLE DEPTH (0" - 1.5") 2 TYPICAL SECTION NO. 16 / 2

2 -R1- STA 10+00.00 TO STA 11+44.62 VARIABLE DEPTH ASPHALT PAVEMENT / (SEE DETAIL W2, SHEET 2A-10) 2 W 1