Detail of Expansion Joint Various Examples for Use

REV. 7-1-72: CHANGED DEPARTMENT NAME. REV. 1-1-76: CHANGED DWG. NO. EXPANSION GRASS PLOT FROM P-S-7a(68) TO RP-S-7. JOINT EXPANSION JOINT POLE REV. 5-14-87: ADDED EXPANSION JOINTS BETWEEN CURB AND SIDEWALK. EXPANSION REV. 4-15-91: REDREW, RENAMED JOINT AND REORGANIZED SHEET. MOVED 1 INFORMATION REGARDING CONCRETE STEPS TO DWG. NO. RP-S-8. SIDEWALK GRASS PLOT SIDEWALK REV. 7-29-96: CHANGED GENERAL NOTE G . EXPANSION JOINT REV. 5-7-13: ADDED MAIL BOX SIDEWALK EXPANSION DETAIL. SIDEWALK JOINT SIDEWALK REV. 6-4-13: REVISED NOTES WALKWAY C AND G AND ADDED NOTE L. EXPANSION GRASS JOINT PLOT VARIOUS EXAMPLES FOR USE OF PREMOLDED FIBER EXPANSION JOINTS IN SIDEWALKS EXPANSION JOINTS ARE TO BE PLACED 25 TO 30 FEET FOOTNOTE APART DEPENDING ON TRANSVERSE JOINT MARKINGS. 1 LEAVE SQUARE CUTOUT IN SIDEWALK. IT WILL BE DIAMETER OF POLE PLUS SIXTEEN INCHES. IT WILL BE BORDERED BY HALF EXPANSION TRANSVERSE JOINT MARKINGS EXPANSION INCH EXPANSION JOINT. JOINT JOINT MAIL BOX 2 LEAVE 12"X12" OPENING IN SIDEWALK OPENING FOR MAIL BOX POST. ORIENT BOXES TO 2 FACE THE DIRECTION OF ONCOMING TRAFFIC. EDGE OF MAIL BOX SHALL NOT A OVERHANG THE CURB. GRASS PLOT CURB 12" 41"-45" GENERAL NOTES CURB 12" A FOR SPECIFICATIONS SEE "STANDARD 5 FOOT SIDEWALK WITH GRASS PLOT SPECIFICATIONS FOR ROAD AND BRIDGE SIDEWALK CONSTRUCTION" OF THE TENNESSEE DEPARTMENT OF TRANSPORTATION. A B WHERE IT BECOMES NECESSARY TO REMOVE PARTS OF EXISTING CONCRETE SIDEWALKS EXPANSION JOINTS ARE TO BE PLACED 25 TO SECTION A-A OR RAMPS, THE RESULTING EDGES SHALL 30 FEET APART DEPENDING ON TRANSVERSE BE CUT TO A NEAT LINE, AND ANY JOINT MARKINGS AND THE NEED TO MATCH OFFSETS IN SUCH LINES SHALL BE MADE CURB EXPANSION JOINT WHERE SIDEWALK IS MAIL BOX DETAIL AT RIGHT ANGLES. BUILT DIRECTLY AGAINST CURB. FOR 5' SIDEWALK BUILT TO CURB C WITHCONCRETE THE JOINT SIDEWALK MATERIAL TO SURFACE,BE FLUSH HALF INCH AND/OR ONE INCH PREMOLDED FIBER EXPANSION TRANSVERSE JOINT MARKINGS EXPANSION IN ACCORDANCE WITH SECTION 905 OF JOINT JOINT THE STANDARD SPECIFICATIONS. D EXPANSION JOINTS ARE TO BE PLACED AS SHOWN ON THIS DRAWING OR AS DIRECTED BY THE ENGINEER WHERE THE PROPOSED SIDEWALK IS IN CONTACT WITH THE STREET RETURNS, ON BUILDING LINES PRODUCED AT STREET INTERSECTIONS, CURB EXPANSION SEE MAIL BOX WHERE WALKS LEAD TO HOUSE OR OTHER JOINT DETAIL CURB ENTRANCES AND ANY OTHER LOCATIONS WHERE STRESSES MAY DEVELOP. THE COST 5 FOOT SIDEWALK BUILT TO CURB 4" OF ALL EXPANSION JOINTS IS TO BE THEINCLUDED PROPOSED IN THE SIDEWALK. UNIT PRICE BID FOR ONE INCH EXPANSION JOINTS ARE TO BE CROSS-SECTION OF CONCRETE SIDEWALK E PLACED WHERE THE PROPOSED SIDEWALK IS EXPANSION JOINTS ARE TO BE PLACED 25 TO 30 FEET IN CONTACT WITH CIRCULAR CURBS, APART DEPENDING ON TRANSVERSE JOINT MARKINGS BUILDINGS AND/OR RETAINING WALLS. AND NEED TO MATCH CURB EXPANSION JOINT WHERE F HALF INCH EXPANSION JOINTS ARE TO BE SIDEWALK IS BUILT DIRECTLY AGAINST CURB. USED AT ALL OTHER LOCATIONS. G ALL SIDEWALK WIDTHS SHALL NOT INCLUDE THE SIX INCH WIDTH OF PROPOSED TOP OF EXPANSION TRANSVERSE JOINT MARKINGS EXPANSION CURB. JOINT 1/4" RADIUS ON CORNER JOINT H LONGITUDINAL JOINT MARKINGS WILL NOT LESSBE REQUIRED IN WIDTH. ON SIDEWALKS 5 FEET OR MINOR REVISION -- FHWA 4" I ONE LONGITUDINAL JOINT MARKING WILL APPROVAL NOT REQUIRED. BUTBE REQUIRED LESS THAN ON SIDEWALKS9 FEET IN WIDTH. OVER 5 FEET STATE OF TENNESSEE J TWO LONGITUDINAL JOINT MARKINGS WILLDEPARTMENT OF TRANSPORTATION DETAIL OF EXPANSION JOINT BUTBE REQUIRED LESS THAN ON SIDEWALKS12 FEET IN WIDTH.OVER 9 FEET LONGITUDINAL DETAILS FOR CURB EXPANSION CURB JOINT CURB EXPANSION K TRANSVERSE JOINT MARKINGS ARE TO BE JOINT JOINT MADE TO FORM BLOCKS AS NEARLY TO STANDARD SQUARE AS PRACTICAL. CONCRETE 8 FOOT SIDEWALK BUILT TO CURB L DESIRABLE SIDEWALK CROSS SLOPE IS 1.5 %, ABSOLUTE MAXIMUM IS 2.0 %. SIDEWALKS 1-19-96 RP-S-7.

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