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i 8 HtIGK V F Y5EL010 LeVa FA091 FLOOR fR051 UWKfANNL PNH eastM c J J YLpEOFAOlIFf81f iSIDPETOPOME GRACE P176111VE DRANKE NV1Y RiOM Di6 PIfI i6NTGl6dtIGfl Ex sRAT LEUB Ff115l11 OR IPlROP6ilY Ei 1 1iISGCTCRNLTLYeRT1 4TION SOUTH i i iIPROJECT P8RffiNl5 Atl1 0i0F QAY55 4 r lAlMl GOhP051TE TOP OF 5TH v c0 c 11066 Z o o 0 0 GAST 5TOPE hLIN GAP W a cm r h vrn dti wMyt y w v udA a4aa siHauGyiwRA1wChiyY irLTi4f fU cMYerl KYrin 4A1AIlyr rrw Nr wV an r xy a rt1rT1Fn JC f1i 4C ny r r tni YvT a s k ti r v Qo Z 6 RBERG1FG5K5 cn BDA r Q tt vk4rvtKh rif YeJ 1 1Ji W j z vL W LL m IA1lV 1N41 VIV L1Y U zcif x N r W tt itnytdtwy4Mriwi4rMYSwyyy4rySmwrttMk1Tr aS1tyraV11CVTti rrM5Y4fKyrAgXJ4dnv L r Q r rM U N yc t y t r V 1r i rrwr p 1r rfh A rv rt Ya a rv y r uolAtLOPt0PoVmEPITN 1D1R161E AANYOIM46 11LULL I L4IVR 1YP LLLT RLV IIfIRII 18tTA i I r I r IIIII 1 L 1 z0 3 REaR f3UILi71NG ELE1laTI0N NORTH W i 0Z e 4 1 i W i 1 ii r I 1 t i r i f I i i Aw tsMl eM k T 3 i f f 1 t N r f f 4 i Q E I n r w V i Q i i i t t 1 s f t i I s f i r i i i 11 j 7 i i 1 i 1 1 1 j f f I 1 r t i i i I i c rte f r a r I w u y 7u f r L L1 it4 r u lam Ii 1 I y T 1 I ITr II III r L1 L tffIfi I lI iLer d III I 1 E f I I r j r i i51fle SUILDfN6 eLeYaTION 134 P2TRO0JEC0Tmo I 1 I j t i 3 8 PREMOLDED JOINT SEALANT RETAINER RING POLYETHYLENE FILLER 38 PREMOLDED JOINT SEALANT POLYETHYLENE FILLER JOINT dt RETAINER RING DECORATIVE BRICK PAVERS JOINT SEALANT AND ti RETAINER RING I 14CONCRETE CONCRETE BASE 3000 PSI 3 S PRE MOLDED G II II 4000 SIP V 111 n I W 6x6 x1100 WWF 8 CONCRETE POLYETHYLENE FILLER a a I WITH xx161600 a v a III d a N 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 i I i u 0 o I EQ 1 14 5Q PIPE POST JWD INTERMEDIATE RAILS AS RDEQ 0 CONCRETE 0 I O oO 0p p o 4 I I 0 0 o r I o p D W ONE COAT PRIMER AND TYMO COATS BIACK EfPO 1 0 FOOLING CONCRETE FOOTING 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