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2015-242A
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2015-242A
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Last modified
3/31/2017 10:13:46 AM
Creation date
1/19/2016 10:39:24 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
12/15/2015
Control Number
2015-242A
Agenda Item Number
8.K.
Entity Name
Timothy Rose Contracting
Subject
Contract Documents & Specifications
Old Dixie Highway Resurfacing
Area
71st St. to CR 510 Old Dixie
Project Number
1138
Bid Number
2016001
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W <br />GUARDRAIL <br />_ - A APPROXIMATE CENTER OF RA WA IRACA'S (0) <br />r,-,0,5„.1,771:0-3.1,408.77" <br />00 8 <br />EXIST. CURVE RCN <br />EXIST.JOBJLL^7 7------------WRAY (OSI-JR)fro iRrifovriN <br />GUARDRAIL <br />MATCH LINE <br />STRIPING KEY <br />A <br />B <br />C <br />D <br />F <br />0 <br />H <br />K <br />L <br />M <br />N <br />P <br />0 <br />R <br />6" SOLID WHITE <br />8" SOLID WHITE <br />12" SOLID WHITE <br />18" SOUD WHITE <br />24" SOLID WHITE <br />6" SKIP WHITE TYP (10'-30) <br />6" SKIP WHITE TYP (6'-10) <br />6" SKIP WHITE TYP (2.-4) <br />6" SOUD YELLOW <br />18" SOLID YELLOW <br />6" DOUBLE YELLOW <br />6" SKIP YELLOW TYP (10'-30) <br />6" SKIP YELLOW TYP (6'-10) <br />6" SKIP YELLOW TYP (2'-4) <br />RPM MONO -DIRECTIONAL WHITE/CLEAR <br />RPM 8I-0IRECTION4L AMBER/AMBER <br />6" DOUBLE YELLOW (6'-10) <br />RPM BI-DIRECTIONAL WHITE/RED <br />® NOTES <br />1. SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES <br />AND THE INDIAN RIVER COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING AND CEOM£TRICS. <br />2. ALL PAVEMENT MARKINGS ARE TO CONSIST OF 90 MIL EXTRUDED THERMOPLASTIC <br />J. RAISED REFLECTIVE PAVEMENT MARKERS (RPMs) ARE TO CONSIST OF 4 INCH SQUARE MONO -DIRECTIONAL <br />WHITE AND BI-DIRECTIONAL YELLOW. <br />4. LANE LINE RPM, ON THE 4 (OR MORE) UNE PORTION OF ANY DIVIDED ROADWAY SHALL BE BI-DIRECTIONAL <br />WHITE/RED. RPMs SHALL BE POSITIONED IN ACCORDANCE 1WT74 FDOT INDEX 17352 AND TH15 PLAN, BUT <br />INSTALLED ON -THE -STRIPE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARDS <br />1. ALL SIGN POSTS SHALL BE 1-3/4x1-3/4" 12 GAUGE GALVANIZED SQUARE 71.491110 WITH OPEN HOLES AND ALL <br />ANCHOR BASES SHALL BE 2x2" 12 GAUGE GALVANIZED SOUAR£ TUBING 91171 OPEN HOLES. <br />6. 774E POSTED SPEED LIMIT I5 45 M.P.H. <br />0 20 40 <br />AO <br />No. <br />Rovlllnn <br />Oats <br />B7 <br />A <br />REVSCO ROIE5 <br />9/14/15 <br />K.P.H. <br />INDIAN RIVER COUNTY <br />1801 27th STREET <br />VERO BEACH, 32960 <br />(772) 567-8000 <br />Depar/men/ of Public Works <br />Engineering Division <br />M R pow <br />K. P 24W5L14 <br />M 0, NLYON <br />"J° <br />6/78/l1 <br />1138 <br />OLD D/X/E HWY. <br />PAVEMENT MARK/NGS <br />507(1 <br />/55 <br />/ <br />�t <br />L <br />
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