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1/2" <br />120' MAX. <br />30' MAX <br />J 30' MAX <br />A D D D O O E D <br />5' 5' 5' 5' 5' 5' 5' <br />30' MAX. <br />D F D 0 <br />5' 5 5' <br />1/2" <br />TURNOUT OR OTHER 3/6/0 STRUCTURE <br />S/DEWALK JO/NTS <br />LONG/TUD/NAL SECT/ON - SAW JO/NTS <br />JOINT LEGEND FOOT /A/DEW,¢/310 <br />A - 1/2" EXPANS/ON JO/NTS (PREFORMED JO/NT FILLER) <br />D - 3/16" SAW CUT JOINTS 1 1/2 DEEP (96 HOUR) MAX. 5' CENTERS <br />£ - 3/16" SAW CUT JO/NTS, 1 1/2 DEEP (12 HOUR) MAX. 30' CENTERS <br />F - EXPANSION JO/NT WHEN RUN OF SIDEWALK EXCEEDS 120' <br />GENERAL NOTES: <br />1 SIDEWALKS 58411 BE CONSTRUCTED /N ACCORDANCE W/ F.D.O. T. STANDARD SPEC/F/CAT/ON f 522 <br />2. SIDEWALK SHALL BE PA/0 FOR UNDER THE CONTRACT UNIT PR/CE FOR SIDEWALK CONCRETE (6" THICK), ST <br />SLOPE -JX MIN. <br />83 MAX. <br />EXIS71NC PAVEMENT <br />6" THICK CONCRETE TO R/W LINE <br />k <br />IATCH EXISTING GRADE <br />WITH A CONCRETE DRIVEWAY <br />3:1 MAX. 103 MAX. <br />4:1 TYP/CAL, 3:1 MAX <br />72" P/PE-5" COVER <br />TYP/CAL SECT/ON <br />AT DR/EWA Y W/TH CULVERT <br />NOTE. FOR DRIVEWAY 77.1RNONT, <br />SEE F D O T INDEX 1575 <br />6' <br />YAR/ES <br />GRADE 0.06' 0068 <br />ON 370ES FOR <br />SOO <br />a691 <br />6' <br />2..OX <br />CONST. 6' COAL^ SIDEWALK <br />3000 3..5.6 W/ NO REINFORCEMENT <br />6 <br />S/DEWALK DETA/L <br />6' 100 <br />1NICKENED EDGE <br />OR GRAVITY WALL <br />Sidewalk Sidewalk <br />L\ <br />ALUM/NUM 'EDESTR/AN/B/CYCLE PICKET RAILING <br />PLAN <br />EDGE OF DETECTABLE <br />MNING "-----....,,,,,,. <br />F.D.0. T INDEX /870 <br />1.a• MIM. <br />1.4• uAx. <br />h' <br />-0 0 0 0 <br />0 0 0 0 <br />ON RAMPS THAT ARE PERPENDICULAR Wf111 THE <br />NRB UNE. THE DOME PATTERN SHALL 8E IN -UNE <br />WITH THE DIRECTION OF TRAVEL ON RAMPS <br />INTERSECTING NRBS ON A RADIUS. 1010 DOME <br />PATTERN SHALL BE IN -980 WITH TME DIRECTION <br />Of TRAVEL TO THE EXTENT BRACTIG!_ <br />0.➢• MIN. <br />0.2• t 0.011 <br />TRUNCATED DOME INTEGRAL DOME <br />BASE -"0 -RISE SPACING SHALL BE 0.65' MINIMUM BETWEEN DOMES. <br />PLAN V/EW <br />THE TOP WIDTH OF 111E DOME SHALL BE A MIN1MUM OF 508 <br />AND A MA9ILNM OF 500 OF THE BASE DIAMETER. <br />TRUNCATED DOME <br />All. SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL <br />WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24' (310mm) FROM THE BACK OF CURB. <br />CURB RAMP DETECTABLE WARN/NG DETA/L <br />FOOT /NDEX ,¢/304 <br />NO <br />REVISION <br />DATE <br />/S\ ADDENDUM 11 <br />_ <br />2 REVISED SHEET ENDING NUMBER <br />1 REVISED PER FOOT ERC COMMENTS <br />5-11-15 <br />1-5-15 <br />11-20-I4 <br />BY INDIAN RIVER COUNTY <br />MLH 1801 27TH STREET <br />MUI VERO BEACH. FL 32960 <br />MLH (772) 567-0000 <br />DEPARTMENT OF PUI3LIC WORKS <br />ENGINEERING DIVISION <br />C. 7. KAFER 8 E <br />CATE <br />9-23-14 <br />87TH STREET AND 91ST AVENUE <br />SIDEWALK IMPROVEMENTS <br />DETAILS <br />5 <br />51 <br />