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HomeMy WebLinkAbout4532-2LIMITS OF REINFORCED CONCRETE BOX REMOVAL Q o0 oll� +kD2 ;Wllltl A EXIST SX 1.5' R.C.B.—\ 10 C. F/T. C. 1095.44-,-` 1095.11 C. F 0 S/IVG� _ S/,DEWA PER CQ S /Wp S/NGI,E CO _S S EPER E.C.R. 539+38.99 T.C.-1096.00 (8" C.F) 420 A/4 TC. 1095.9 010 SCALE I"= 2' SUPPORT BOLTS TO BE INSTALLED PER D. 2 0 6 a 6 �/ A) 4) 7 0) V') 'o 0 (o 0) (o Ql 7 1/2" # 4 @ 18" O.C. cb/ l< A(o L6 6 0 # 4# 5 co 18" O.C. C3 # 5@ 4" O.C. # 4 012 O.C. cr < > 40 18 0.C. 7 1/2" (CLASS A CONCRETE SECTIOW, B- B 2 8 CURB OPENING DETAIL4 1/2" CO. STD. 206a 1/4": I' SLOPE # 4 @ 18" O.C. v EXTEND EXIST 5 4" O.C. REINFORCING Lo RODS 20D MINIMUM # 5@Q) 4" O.C. c� 7 1/2" -1.0% # 4 CCD 18" O.C. SECTION A -A SCALE I" = I' 00 LO Lc) N # 4 Q 12"O.C. 6" NOTE: FOR ADDITIONAL INFORMATION SEE CO. STD. 206. bN�, No . �5�12- 2- of2-svkEzirc>