SW6230401_Plansheet - C8.0 Right Turn Lane_20230612

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WHITE SOLID,, -
- LANE LINE _ 130' STORAGE LENGTH- 1 — —
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R30' — RIGHT TURN �--w EDGE LINE I I I \
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� 1 BEGIN TAPER
I 1 N:554427.13
NC 87 S PUBLIC R W WHITE 2'-6" SP MINI-SKIP LINE - 4" WHITE SOLID - a t �t J� > E:1980295.70
( / ) / WHITE 3 -9 /SP MINI-SKIP LINE / /
24LF - 24" WHITE STOP BAR LANE LINE N I I� DIRECTION OF /
( TRAFFIC FLOW ml!!4
EX. EDGE OF PAVEMENT
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30"RCP
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NC 87 S (PUBLIC R/W)
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RIGHT TURN LANE IMPROVEMENT SCALE IN FEET ti�do
SCALE. 1 -20 0' 10 20 40 �, J
Q
0
I.0
2"9.5C SURFACE
2"9.5C SURFACE COARSE OVERLAY
COARSE OVERLAY 3"19.00 INTERMEDIATE COARSE a
5"25.00 BASE COURSE J
Z
1
6.00' ..1_
TIE TO EXISTING GRADE, 3:1 MAX.
/FILL(AS NEEDED)/ SHOULDER AND STABILIZEALL DENUDED Q
MILL EXISTING ASPHALT EXISTING ROADWAY 12.00' 2.00' AREAS. ENSURE MIN 70% z
TO A DEPTH OF 2 INCHES SEE DETAIL'A" GROUND COVER I- LL J O
MATCH EX.
DETAIL 'A' ROADWAY SLOPE 10: VJ Q
NO SCALE ������x �/�II=III III =III -Illlllll O
\�A \ V A U
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-1 I I�IIIIII-III-I IIIIII-III-IIIIII �i� �./ U �
�I1 I l l i l l l l l i l l l l l l l l=1 I I1 I I1 I I1 I I=1 I I1 I I=''
MUCK OUT UNSUITABLE SOIL TO A DEPTH OFI-
2'BELOW THE PAVEMENT SECTION. REPLACE O
WITH SELECT FILL MATERIAL COMPACTED IN 5"GABC COMPACTED TO 100%OF X
6"LIFT TO 100%OF THE SOILS STANDARD THE SOILS MODIFIED PROCTOR , A z
PROCTOR DENSITY(ASTM D 698) DENSITY(ASTM D 1557) �J )
JO
00 Q w
NCDOT - PAVEMENT SECTION U = Q
SCALE: N.T.S.
z � �
DESIGNED BY.- JEH
DRAWN BY.-
Know what's below -
NO. REVISION DESCRIPTION: DATE: APPROVED BY.- JEH
Call before you dig. 1 SHEET
® Dial 811 2 C8 . 0
Or Call 8 00-632-4 94 9
3
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