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<br />STRIPING KEY
<br />A IS• SOLID WHITE A NOTES:
<br />B .. 8' SOUD WHITE
<br />C 12' SOLID WHITE 1. SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
<br />0 .., 16" SOLID WHITE AND THE INDIAN RIVER COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING AND GEOMETRICS.
<br />E .. 24' SOLID WHITE
<br />F 6" SKIP WHITE TYP (10.-30 2. ALL PAVEMENT MARKINGS ARE TO CONSIST OF 90 MIL EXTRUDED THERMOPLASTIC.
<br />G 6' SKIP WHITE TYP (6.-10)
<br />H ... 6' SKIP WHITE TYP (2.-42 J. RAISED REFLECTIVE PAVEMENT MARKERS (RPMs) ARE 70 CONSIST OF 4 INCH SQUARE MONO -DIRECTIONAL
<br />WHITE AND BI-DIRECTIONAL YELLOW.
<br />I 6 ' SOLID YELLOW
<br />J .• 18SOLID YELLOW 4. LANE LINE RPM, ON INC 4 (OR MORE) LANE PORTION OF ANY DIVIDED ROADWAY SHALL BE B1-0IRECTIONAL
<br />K 6' DOUBLE YELLOW IWIITE/RED. RPMs SHALL BE POSITIONED IN ACCORDANCE WITH FOOT INDEX 17.352 AND THIS PLAN, BUT
<br />L 6' SKIP YELLOW TYP (10.-30) INSTALLED ON -THE -STRIPE IN ACCORDANCE MTH INDIAN RIVER COUNTY STANDARDS.
<br />M 6. SKIP YELLOW TIP (e-102
<br />N - 6' SKIP YELLOW TYP (1.-4) 5 ALL SIGN POSTS SHALL 8E 1-3/4"x1-3/4' 11 GAUGE GALVANIZED SQUARE 77)81140 97771 OPEN HOLES AND ALL
<br />P .. RPM MONO -DIRECTIONAL WHITE/CLEAR
<br />0 RPM BI-DIRECTIONAL AMBER/AMBER ANCHOR BASES SHALL BE .2"x1- 12 GAUGE GALVANIZED SOUARE TUBING 1$17H OPEN HOLES.
<br />R . 6" DOUBLE YELLOW
<br />T PM BI-DIRECTIONAL (6.WHITE/RED -10) 6. THE POSTED SPEED LIMIT IS 45 M.P.H.
<br />.. R
<br />No
<br />Revision
<br />Date
<br />67
<br />INDIAN RIVER COUNTY
<br />1801 2791 STREET
<br />VERO 8EACH , Fl. 32980
<br />(772) 557-emoo
<br />.0,4..
<br />(0, Deporknent of Public Works
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<br />,1
<br />if r 1 1,1
<br />' OLD D/X/E HWY.
<br />PAVEMENT MARK/NGS
<br />MEET
<br />59„...
<br />...-•;81
<br />ill:/.61:11:s*
<br />,
<br />K. P. 14411SCH
<br />MOM MAIN Id
<br />1138
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<br />si!4. 4 Engineering Division
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<br />• • mt,
<br />A
<br />RtVISED NOTES
<br />9/24/15 _
<br />K.P.H.
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