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-- - -..___- _` \- re_ __ _ APPROX/MAIC CCNTfR Or RA/LWAY TRACKS (OJ _ <br />\ <br />\ <br />1 <br />V) <br />D757 CURrI S.aV\ <br />... <br />h <br />. a.. ,.. ^... -... . , . . -, ,.,. .. <br />c• •n .. ..^•a: <br />.•uo 17l� 5.17; <br />.: ,. - .��.':, `.'t'?' ,.717 00../18+L70.'.i.��� <br />''s ` 'I ' 119fO0. <br />_ <br />W <br />W <br />.•: . _, ..l _ . . a , . . .. I-. ,. Y. . ,moi <br />1 . :. .., .� ,,. .... .. ., ..r :,. ... <br />.1 . :. .. .. ..... .i -. .. . � .. ., � t. � .. .... .. <br />.. s .. r .. , .. 1 ,: v 1. N <br />,.. r ,.. .: ..�:.. _^.: s`I: : <br />'•.. �... :. ... ..... 0.':i. ;'..I'ra• m� ..�:�iy .,t.: <br />". -.0 vox. .. , t, �.: l,i`.V, r <br />Z <br />... .., ... .... ^. t <br />. .. <br />:'r ��:.,; '11x; <br />... .. <br />V <br />F <br />} <br />� <br />EHO SIJPTP/AC / - - - _ _ <br />PL / <br />AT MA ROAD / c/ tt £X/ST. SZ7 SIGN (Rl-/) <br />Y ` (TO RE RELOCATED) <br />' <br />.ad • / la. l ` �/� w <br />r <br />( 20 40 e <br />STRIPING iffy <br />A <br />B <br />C <br />D <br />E <br />F <br />C <br />H <br />I <br />J <br />K <br />L <br />M <br />N <br />P <br />0 <br />R <br />T <br />6" SOLID WHITE A NOTES <br />B' SOLID WHITE 1. SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES <br />18' SOLID WHITE <br />IB' SOLID WHITE AND THE INDIAN RIVER COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING AND CEOMETRICS. <br />24' SOLID WHITE <br />6' SKIP WH?f TYP (10'-J0) 2. ALL PAVEMENT MARKINGS ARE TO CONSIST OF 90 MIL EXTRUDED THERMOPLASTIC. <br />6' SKIP WHITE TIP (6'-10) 3. RAISED REFLECTIVE PAVEMENT MARKERS (RPMs) ARE TO CONSIST OF 4 INCH SQUARE MONO -DIRECTIONAL <br />6' SKIP WH/TE IVP (1'-4) <br />WHITE AND BI-DIRECTIONAL YELLOW. <br />6' SOUR YELLOW <br />18' SOLID YELLOW 4. 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 FDOT INDEX 17352 AND THIS PLAN, BUT <br />6' SKIP YELLOW TYP (10'-30) INSTALLED ON -THE -57771P£ IN ACCORDANCE NTTH INDIAN RIVER COUNTY STANDARDS. <br />6' SKIP YELLOW TYP (6'-10) <br />6" SKIP YELLOW IVP (2'-4) 5 ALL SIGN POSTS SHALL BE 1-3/4'x1-3/4' 12 GAUGE GALVANIZED SQUARE TUBING WITH OPEN HOLES AND ALL <br />RPM MONO-DIRECT1NAL WHITE/CLEAR ANCHOR BASES SHALL BE 2'x2' 12 GAUGE GALVANIZED SQUARE TUBING' WITH OPEN HOLES. <br />RPM BI-DIRECTIONAL AMBER/AMBER <br />6' DOUBLE YELLOW (6'-10) 6. THE POSTED SPEED LIMIT IS 45 M.P.H. <br />RPM 8/ -DIRECTIONAL WHITE/RED <br />No. <br />Rasta Ion <br />Data <br />B7 <br />INDIAN RIVER COUNTY <br />1801 <br />VERO BEACHth STREETFI 32950 <br />_ 5772) 587-8000 <br />• r'''•. <br />• Deportment of Public Works <br />pa <br />'"' '. , „ . <br />r > ' <br />e'„' 6/!6/Lf <br />OLD D/X/E HWY. <br />PAVEMENT MARK/NGS <br />SNCR <br />Ss <br />/1 <br />t.]]'' <br />�.. <br />'II. <br />K. P AWNSDI' <br />MOOT <br />1138 <br />; �1 <br />T <br />"�' <br />O.r. �,� Engineering Division <br />77 <br />�� NX <br />- - <br />ADJUST STRIPING, Rfv15ED NOTES <br />9/24/15 <br />K.P.M. <br />