SW3210801_Plansheet C4.2 - Roadway Improvements_20211124

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INV IN: 782 60 (NW) I X �l E PROPOSED WIDENING
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INV OUT. 782 60 (SE, �_ - - _ -/
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— _ / " ) LEGEND \
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�� — / �/ / PROPOSED FULL DEPTH PAVEMENT �/ GRAPHIC SCALE
I/ I 30 0 15 30 60 1 120
PROPOSED 1.5" S9.5C MIX SURFACE MILL a OVERLAY
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250' DECELERATION
EXST� R/W ��
\ — — — — 764 —76 766 �, / LENGTH ✓ \ , — / j / \ \� / / %/// ��/�r�////
765 '765
— — 766 / INV : 76154 764 763 -� l-1
762 L SHOULDER BERM GUTTER
766 / / J 1 { 769 NCDOT STD 846 01
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J L 770 � >62 SHOULDER BERM GUTTER - - - - X� X L�� \%-/
- �` r NCDOT STD 846 01 X
770 ` m X x / DROP INLET IN SHOULDER ; 200 BAY
t- 'CAT -I GREU E. BERM GUTTER TAPER -
1r 1 >s 7 \ 100' STORAGE / - - NCDOT 862 02 NCDOT STD 846 04 5a ✓ I I I [ \ \ \\ \ / _ / / / / i �i��rr�/ // /////
s - X i - L _ _ _LENGTH
LENGTH �,
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--J ` - TIE TO EXISTING GUARDRAIL �E 7�2 98
0,5•� BEGIN PROPOSED `- - _ \ �, -� _ _ _ GB I � � , � � ` � _ _ (TRANSITION FROM I -II TO
Z4 RCP' TURN LANE 767 / J _ 2'-1" MOUNTING HEIGHT)
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INV : 762 35 2
�6 - \ - R LOCATE EXISTING - 764
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BEGIN PROPOSED WIDENING--�-_ - _
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PROPOSED FULL DEPTH PAVEMENT
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PROPOSED 1.5"�S9.5C MIX SURFACE MILL a OVERLAY � GRAPHIC SCALE
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JOB NO:
J- 29101 0000
DATE:
II-19-2021
DRAWN:
NH
DESIGNED:
NH
REVIEWED:
WBS
APPROVED:
WBS
SCALE:
AS NOTED
C4o2