NOTES:

DO NOT USE ON DECKS Restrain barrier on bridge decks according to Bridge Design & Drafting Manual. See Chapter 1.13.1.10

Predrill pin holes for PCC pavement placement. END VIEW Excavation height greater than 3 feet requires proper backslope based on angle of repose or shoring as directed.

12" min. END VIEW

12" min. SIDE TRAFFIC SIDE

n n o o i Standard barrier pin i Standard barrier pin t t c used as anchor rod c used as anchor rod u u r (Modified, omit washer) r t t (Modified, omit washer) s (2 pins per barrier section) s b b (2 pins per barrier section) O O 9 1

0 AC or PCC surface AC or PCC surface 2 -

N OR OR A J -

1 s s e e 0 ri ri a a V V

e e

p p lo " lo S 8 S " 8 n 1 1 g d . 0 3 8 m t

SECURING TEMPORARY BARRIER SECURING TEMPORARY 42" TALL CONCRETE BARRIER

NOTES:

Grind and inlay existing rumble strips prior to staging traffic across the area. Common application is staging for freeway Grind and Inlay Area with Grind and Inlay Area with Existing Rumble Strip crossovers and shifts. 1 1 Level 2, 2 inch Dense Level 2, 2 inch Dense ACP, or as directed ACP, or as directed Remove and replace existing striping as required.

2" Nom.

SECTION A-A Existing Rumble Strip

A A UNDER CONSTRUCTION

N/A 01-JAN-2019 CALC. BOOK NO. BASELINE REPORT DATE

NOTE: All material and workmanship shall be in accordance with the current Oregon Standard Specifications

The selection and use of this OREGON STANDARD DRAWINGS Standard Drawing, while de-

Grinding Width signed in accordance with generally accepted engineer- TEMPORARY CONCRETE BARRIER

T ing principles and practices, AND RUMBLE STRIP DETAILS

M is the sole responsibility of 24" Typical - Rumble Strips 8

3 18" Typical - Centerline Rumble Strips the user and should not be 2018

0 used without consulting a DATE REVISION DESCRIPTION 01-2019 REVISED NOTES Registered Professional En- gineer. EXISTING RUMBLE STRIP REMOVAL

TM830 Effective Date: June 1, 2019 - November 30, 2019