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I <br />CONTROLJOINT. SEE PLAN FOR SCORE PATTERN <br />SEE DETAIL. e <br />28 <br />4' THICK CONCRETE WALK WITH LIGHT BROOM <br />FINISH PERPENDICULAR TO DIRECTION OF WALK <br />AFTER INSTALLING CONTROL JOINTS TO REMOVE <br />TROWEL LINES OF SCORE JOINTTOOL. SEE PLAN <br />FOR SCORE AND EXPANSION JOINT LAYOUT. <br />PROVIDE EXPANSION JOINT BETWEEN SEPARATE <br />CONCRETE POURS, STRUCTURES, WALLS, AND ALL <br />OTHER OBSTRUCTIONS OR AS SHOWN ON PLANS. <br />ALIGN EXPANSION JOINTS WITH LOCATIONS SHOWP <br />ON PLANS. SEE DETAIL. e <br />28 <br />TYPICAL CONCRETE LAYOUT <br />t M8 COXGCpVCWl2 <br />SEALANT FLUSH WITH FINISH NOTE: <br />GRADE OF CONCRETE PAVEMENT ALL OUTSIDE EDGES AND JOINTS SHALL BE TOOLED WITH A Y' <br />RADIUS TOOL. BRUSH FINISH CONCRETE SURFACE AFTER <br />°-; SEALANTJOINT TOOLING, <br />Y' THICK BREAK OFF EXPANSION PROVIDE 10 IN. EXP. JOINT WITH PRE -MOLDED MATERIAL AND <br />JOINT MATERIAL ADJACENT TO 3WURETHANE SEALANT AT 20' INTERVALS UNLESS <br />ALL EXISTING PAVEMENT, FIXED OTHERWISE SPECIFIED. <br />STRUCTURES OR AS SHOWN ON <br />PLANS, DEPTH TO FULL TOOLED CONTROL JOINT <br />EXISTING <br />THICKNESS NEW WALK (TYP,1 SEE DETAILe <br />pg BROOMKCISH AS HO LIGHT <br />STRUCTURE /SCORE <br />BROODETAM BROOM SH AS SHOWN TE <br />EXPANSION ONCREOINT ETWEEN INSTALLINGCN FINISROLL JOINTS r SEE NOTE ABOVE rSEPARATE DETAIL <br />CO� POURSINSTALLING TROWEL <br />I SEE DETAIL S TO REMOVE TROWEL LINES OF <br />28 JOINT TOOL. <br />jar <br />6'SELECT GRANULAR <br />6'— BORROW COMPACT TO <br />owt�i�t�a�!' 100% DENSITY <br />—SCARIFY UPPER S' SUBGRADE <br />COMPACT TO 100% DENSITY <br />%n1 CONCRETE WALK DETAIL <br />L Nis f.ON(YCONCIWI <br />SEALANT FLUSH WITH FINISH GRADE OF <br />CONCRETEPAVEMENT <br />Yi WIDE BREAKOFF EXPANSION JOINT <br />MATERIAL. WITH FLUSH SEALANT. TYPICAL <br />EXPANSION JOINT BETWEEN SEPARATE <br />CONCRETE POURS. ALIGN EXPANSION <br />JOINTS WITH LOCATIONS SHOWN ON <br />PLANS. <br />94 REBAR DOWEL WITH SLEEVING, 18' <br />LONG AND 24' O.C., 9' MINIMUM <br />EMBEDMENT <br />Z <br />13:' DEEP xY' WIDE SCORED <br />CONTROL JOINT WITH W RADIUS <br />SEE PLAN FOR SCORE PATTERN <br />BROOM FINISH AFTER INSTALLING <br />CONTROL JOINTS TO REMOVE <br />TROWEL LINES OF SCORE JOINT <br />TOOL. <br />*20"10' Y� <br />zr <br />73/4' ma <br />6' o�iv°i °xtl1 <br />4' <br />1/2"x <br />12' <br />ZINC PLATED ROD <br />WATER <br />BY OTHERS /g• <br />HOLE <br />TOP VIEW <br />METAL DRINKING FOUNTAIN <br />NTB <br />Sl <br />V/ <br />d <br />SPOT WELD <br />DRAIN LINE <br />14 3!4' OD <br />MOUNTING PLATE <br />2' x 2' x 4' LIMESTONE BLOCK, <br />NATURAL FINISH, PLACE AS DIRECTED <br />BY LANDSCAPE ARCHITECT <br />COMPACT EARTH <br />BELOW STONE <br />M47iMl <br />%1 DOWELED EXPANSION JOINT DETAIL (-,\LIMESTONE BLOCK DETAIL <br />J Y <br />NTS CONLCONGfCNi Nis 3E y1U01 IBOJI I� 1I01.tl�9 <br />28 OF 40 <br />o atf u p <br />X C t y <br />NOTES: <br />o o c h c <br />BY MDF <br />1. MEETS ADA REGULATIONS. <br />m K Q Q B <br />1 Y. PVC <br />2. 00 NOT SCALE DRAWINGS.3. <br />g <br />INSTALLATION TO COMPLETED <br />BY OTHERS 40' <br />N ACCORDANCE WITH <br />r <br />MANUFACTURER'S SPECIFICATIONS. <br />SURFACE MOUNT <br />4. OPTIONAL STAINLESS STEEL <br />TEMPLATE <br />SURFACE CARRIER RECOMMENDED. <br />SPOT WELD <br />DRAIN LINE <br />14 3!4' OD <br />MOUNTING PLATE <br />2' x 2' x 4' LIMESTONE BLOCK, <br />NATURAL FINISH, PLACE AS DIRECTED <br />BY LANDSCAPE ARCHITECT <br />COMPACT EARTH <br />BELOW STONE <br />M47iMl <br />%1 DOWELED EXPANSION JOINT DETAIL (-,\LIMESTONE BLOCK DETAIL <br />J Y <br />NTS CONLCONGfCNi Nis 3E y1U01 IBOJI I� 1I01.tl�9 <br />28 OF 40 <br />