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<br />DIST. SPEED LIA4/7
<br />70 BE (LOOCAATFD) 1f
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<br />6' SOLID WHITE A NOTES
<br />SOLID WHITE
<br />12' SOLID WHITE I. SIGNS AND PAIEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
<br />!B' SOLID WHITE AND THE INDIAN RIVER COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING AND GEOMETRICS
<br />6 SKIP WHITE 7YP (10' -JO) KWHITE
<br />6' 1P 2. ALL PAVEMENT MARKINGS ARE TO CONSIST OF 90 MIL EXTRUDED THERMOPLASTIC.
<br />6* SKIP WHITE TYP (6'-10) 3. RA/SED REFLECTIVE PAVEMENT MARKERS (RPMs) ARE 70 CONSIST OF 4 INCH SQUARE MONO -DIRECTIONAL
<br />6" SKIP WHITE 7YP (2'-�) 1411/TE AND BI-DIRECTIONAL YELLOW.
<br />r SOLID YELLOW
<br />fB' SOLID YELLOW A. LANE LINE RPMs ON THE 4 (OR MORE) LANE PORTION OF ANY DIVIDED ROADWAY SHALL BE BI-DIRECTIONAL
<br />6' DOUBLE YELLOW WHITE/RED. RPMs SHALL BE POSITIONED IN ACCORDANCE WITH FOOT INDEX 17352 AND 71115 PLAN, BUT
<br />6 SKIP YELLOW Ill' (10' -JO) INSTALLED ON -THE -STRIPE IN ACCORDANCE 1i77H INDIAN RIVER COUNTY STANDARDS.
<br />6' SKIP YELLOW TYP (6'-10
<br />r SKIP YELLOW 7YP (2'-4) 5. ALL SIGN POSTS SHALL BE 1-3/4.41-3/4* 12 GAUGE GALVANIZED SQUARE TUBING 11771 OPEN HOLES AND ALL
<br />RPM MONO -DIRECTIONAL WHITE/CLEAR ANCHOR BASES SHALL BE 2-02* 12 GAUGE GALVANIZED SQUARE TUBING WITH OPEN HOLES.
<br />RPM BI-DIRECTIONAL AMBER/AMBER
<br />DOUBLE YELLOW (6'-I0) 6. THE POSTED SPEED LIMIT I5 45 M.P.H.
<br />RPM BI-DIRECTIONAL WHITE/RED
<br />No.
<br />Nolslon
<br />Date
<br />By
<br />INDIAN RIVER COUNTY
<br />ieoi 27th STREET
<br />VERO BEACH FL 32980
<br />(772) 587-8000
<br />•^''•.
<br />DeporJmenl of Public Works
<br />MONO ,ygpR
<br />9
<br />•, •'
<br />”" 6/P6/If
<br />OLD D/X/E HWY..
<br />PAVEMENT MARK/NGS
<br />SM¢T
<br />57
<br />/1
<br />Seri
<br />II•,;
<br />` /L1A'SCN
<br />,......6/26(:::
<br />�
<br />�38�
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<br />7.
<br />�'.'I'
<br />-00 Engineering Division
<br />�. NNW
<br />_f,�
<br />®
<br />ADJUSi STRIPING, REVISED NOTES
<br />9/2/15
<br />K P.11. -
<br />
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