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Show ~ V> (t ~ S ~ V> V> ~ J'Q ~ BICYCLE SAFE GRATE (SEE STD. DWG . 1708) BT , , , , r - --, , , , fA '- - - -' I , , , , ,,, , , , , , , , , '" ',. "" 1 FIVE 5'8" TEN ;",L - SLEEPER BEAM [I r- '----- z cr 'I S- ?;" ~ ~ > W a: ~ :;> o 5'8" BARS s ag '" ~ PUNCHED. ~""' .... DRILLED. "" "" OR.CUT SLOTS. ~ 3'8''R • TYP s· ~ c o g TYP I,. ~I ~I ~I z o ~I ~I ~I ~ ~ u ~ % TYPICAL PLAN ttl ~ V> ~ u u ~ ~ ~ % U % U U s- ~I ~I ~I ABUT 2 SHOWN. ABUT 1 SIMILAR ~ ~ If) N Vl / L3 " 2 x3 X " 2 x 2'-0 (LLV) 3" l ' -2 3"'16 I' 2: -0 B2 ~ 2-#5 4-#5 'I 3" o 3- 3"',.(' X I , ,tX 6 " ~ ANCHOR ~ BARS AT 10" ON CENTER. (6) TOTAL :4> .., ~ l ' -2 3' 16 / TYPICAL APPROACH SLAB STEEL (TR I M AS REO'D) TYPICAL APPROACH SLAB STEEL------.. 3 " 2 x3 X 2 " x 2' -6 " • (LLV) TYP ICAL APPROACH SLAB REINF !TRIM AS REO' D) L DETAIL "c" 3. SEE APPROACH SLAB DETAILS 2 SHEET FOR ADDITIONAL SLAB RE INFORCING REOU IRED AT DRAINS. 4. SE E APPROACH SLAB PLAN SHEET FOR LOCATIONS OF DRAINS. QUANTITIES 6" STRUCTURAL CONCRETE OUANTITIES 2 CATCH BASINS AT 0 . 5 CU YDS - -Lcu YDS ___ 3'-0 SECTION B-B ~::! t[i\~ ~m ~ u 0: z: W VI ...J « > I- z: 0: 0 Z 0: W m <I: 2 2. CUT OR BEND APPROACH SLAB REINFORCING TO CLEAR APPROACH SLAB DRAINS. '" - ,",1.01 '" ,.,., oo:UJ..- 1. APPROACH PANEL DRAINS ARE TO BE CAST AS PART OF THE RESPECTIVE APPROACH SLAB PANEL. , ~8 ~~g :J ~ 0: GENERAL NOTES SEE DR SHEE TS 'I FOR LOCATION OF PIPE C J , "I I- ii~ '"1 SECTION A-A '"II I Ih~~ ::o~o « I 'I STORMDRAIN PIPE ( INCLUDED IN ROADWAY OUANTI TIES) a ~I ~I ~I ISOMETRIC TYPICAL APPROACH SLAB REINF (TRIM AS REO ' D) I'" 0 GRATE DETAIL "x "- 4'-0 AT ABUT 1 4'-6 AT ABUT 2 ~ <Il ioEBEBEEJEB DIA RODS END OF APPROACH SLAB !IJ .1 ~~~;~l;J1 1 , " X" , ~ C;:; . -=: V> ~ 1.0 1.0 0: 3: 0 LLI W > 0 CD 0:0:« 0 I 0: W LLI ...J ..... CD>Vlo: ~ 0 m :J: 51.O > 1.0 o U <I: 0 I ~ ~ a.. g:11::;0: ",'" <I:,j I v, 0: ~J ~~ I MORGAN ~GRATEssr~gc~~~~~sSr~E~7~Ut~~I~Y546LBS COUNTY C-969 ORC . NO . SHT. 20 OF 25 s- ~o~ .., .... > g ~~ . |
