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d WIRE MESH d wdi II III WITH 2 LAYERS MORTAR BED 6x6x10 10 WWF d 1 I Ih a riT illy Iit q 1 Q III IN 0 0 0 III IIII o I o n 0 0 0 0 II II 0 0 0 o C on a I 0 0 0 0 oII i N o o 0 Q o 0
1 COMPACTED 0 0 0 t Q a o 0 III II GRAVEL BASE 0 0 o 0 O o0 0 111 95 MIN DENSITY o Q 0 0 0 0 0 0 I0IIII o 00 2 1lI1t1I1111 o 0 i ri IVI IIIIIII III IIIIIII IIIIIII III UNDISTURBED oR
i II II II 1I 1I II COMPACTED SUBGRADE 1 I I I I i 7 II IIII I III I III III III II I I IIIII i 1 NOTE CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH PERPENDICULAR TO DIRECTION OF
WALK WITH 3 TROWELLED EDGES NOTE CONCRETE FINISH TO BE MEDIUM TEXTURE B WALKWAYS SCORING EVERY 5 XPANSI N TNT TNT PERPENDICULAR TO DIRECTION OF WALK WBF E 0 JO S EVERY 20 UNLESS OTHERWISE
INDICATED ON PLAN PROVIDE EXPANSION WALKWAYS SCORING EVERY 5 EXPANSION J JOINTS AT ALL VERTICAL WALLS ISOLATION JOINTS AT ALL FOOTINGS UNLESS OTHERWI5E INDICATED ON PLAN PRf 1 SCORING
LINES TO BE AT LEAST 1 4 THI KN S F I JOINTS AT ALL VERTICAL WALLS ISOLATION C E S O S DEWALK N I not to scale not to scale 1 t t 1 I s 1 i a l L I 4 C sue 1 I k CONTINUOUS LIGHT SAND
BLAST FlNISH NOTE ALL VERTICAL JOINTS TO RECEIVE 1 2 THICK PRECAST CONC CAP ON 4 60f EXPANSION JOINT Qf cr 12 MORTAR JOINT FINISHED GRADE VARIES 2 5T SEE PLAN FOR MATERIAL a Ih1 o 6
D DASHED LINE INDICATES 4 f1 AT 12 OC I I Y ti i a1i VERTICAL RUSTICATION 1 o r I JOINT EVERY08OC a i j WEEP HOLE W WIRE MESH SCREEN c SEE PLAN 4 v I r ti See Structural Drawin9s 0 JyaY
FOR MATERIAL II 2 34 RADIUS TYP 14 6 I Q I a 4 AT 12 OC VERTICAL 4 BAR EACH NOSING 2X TYP a e7f HORIZONTAL I I i 6 TYP i a o I C r r III y I IIII mow Opo 9o a I II IIII 1i1lWlIII III
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3000 PSI r O o 5 4 CONT 0 0 0 c 12x12 SQ STEEL PICKETS I o O a o I D a s 14 t2 4 SPACED 4 OC TYPICAL i c EAD PRQVIDE VERTICAL o 1x1 SQ STEEL STOCK BIOTfO RAIL 1 0 I CONTROL JOINTS IN
7 I MMI1S f11 19 lIli 4 t 1 W AT 0 y a ALL 20 OC 8 MIN COMPACTED GRAVEL BASE 2 ID GALV SLEEVE CAST IN SlA6 0 p SECURE POSE w HIGH DfENSfI GROUT LIMA Z r II a t a D a o o UNDISTURBED
OR COMPACTED N d as 4 OOWEL 0 4 AT 12 OC o SUBGRADE W AT 12 OC 5 BARS 12 0 C I reJscc II III IglNIlIll IN 1NI III a 1 o s 5 BARS CONTINUOUS KaJ y coNPACTEa 2 8 1 0 1 0 IcCSIL F t SUBGRADE
NOTES 1 ALL REINFORCING BARS TO HAVE NfIINN 2 CCOOVVEERR FlNISH TO BE BLACK 1 D Bike Rack Z not to scale W not to scale not to scale not to scale i I it y 1 o np f r L t yY 41 K Y 1
1 I y at t 5f Z t 4 w y s f3 r Y t w y y v b ti a 1 1 yLL 1y tip lNU yl tYa x v t y Kit i I al yf4out tag sr y Id i prti r 1 Diu C r i y Pa r w I Y i t j wpvyj5 I 7ti rt i1 r r ts 1829
rl 1 1 i R r r i 111 9lJ YiNiE 7SI IVlR r r LSOl d i11 ioS t L 45l t fNl1fRMf N14 l1j ENDPEb1 SINN S1 r WII JIP 1 fMOMRI i L r IANNQ LYE MfA1Mll1lK N a lIMllIr ti 4 s r k lA A deli t
MAMME SRC rIM KalNt 1l3tM9 i7CNlJAlENT iY FlNISFI TO BE BLACK v L J7 not to scale 1 1 s PROJECT NO ZVV I f 1