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<br />6SOUD WHITE A NOTES:
<br />B' SOLID WHITE
<br />12' SOLID WHITE 1, SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
<br />113' SOUD 1YHITE AND THE INDIAN RIVER COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING AND GEOMETRIC'S
<br />24' SOLID WHITE
<br />6' SKIP WHITE TYP (10.-30) 2. ALL PAVEMENT MARKINGS ARE TO CONSIST OF 90 MIL EXTRUDED THERMOPLASTIC
<br />6' SKIP WHITE TYP (6'-10')
<br />6' SKIP WHITE TYP (2.-4) 3 RAISED REFLECTIVE PAVEMENT MARKERS (RPMs) ARE TO CONSIST OF 4 INCH SQUARE MONO -DIRECTIONAL
<br />6SOUD racow 7441/IE AND BI-DIRECTIONAL YELLOW.
<br />'
<br />18" SOLID YELLOW 4. LANE UNE RPMs ON THE 4 (OR MORE) LANE PORTION OF ANY DIVIDED ROADWAY SHALL BE 81 -DIRECTIONAL
<br />6" DOUBLE YELLOW INVITE/RED. RPMs SHALL BE POSITIONED IN ACCORDANCE WITH FDOT INDEX 17352 AND THIS' PLAN, BUT
<br />6' SKIP YELLOW 71P (10.-.70) INSTALLED 0N- 010-5100770 IN ACCORDANCE N1774 INDIAN RIVER COUNTY STANDARDS.
<br />6' SKIP YELLOW rrP (6.-10)
<br />6' SKIP YELLOW TYP (2.-4') 5. ALL. 5/1.01 770575 SHALL BE 1-3/4-x1-3/4" 12 GAUGE GALVANIZED SQUARE TUBING 14701 OPEN HOLES AND ALL
<br />RPM MOIVO-DIRECTIONAL WHITE/CLEAR
<br />RPM 81-DIRECITO14AL AMBER/AMBER ANCHOR BASES SHALL BE 2-x2" 12 GAUGE GALVANIZED SQUARE TUBING 147TH OPEN HOLES
<br />6' DOUBLE YELLOW (6.-10 )
<br />RPM BI-DIRECITONAL WHITE/RED 6. THE POSTED SPEED LIMIT IS 45 M.P.H.
<br />No.
<br />ReAelon
<br />Date
<br />BY
<br />INDIAN RIVER COUNTY
<br />1801 27th STREET
<br />BEACH , FL 32960
<br />(772) 567-1111110
<br />,•• Deporl
<br />tviip, ment of Pub//c Works
<br />..VERO
<br />..."46-17-621
<br />OLD D/X/E HWY.
<br />PAVEMENT MARK/NOS
<br />VETT
<br />..... man ma
<br />/138
<br />\-52":0 Engineering Division
<br />,..........:
<br />/1-12._ttLaW
<br />...
<br />-
<br />—A—TEVISED
<br />NOTES
<br />9/24/1S
<br />K.P.H.
<br />
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