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HomeMy WebLinkAbout6.2-247 BENCH MARK 5'4 Top of 5" B.C. marked for Sec,,. CDr. 8 9 ~ GALVANIZED PROTECTION BARS (Ming'Ave, I~ Gosford Rd.) (18"! Deep) Elev.371.60. EXISTINGGUTTER ~ ~ 4 BA~S ~ EXTEND 2-~4 BA~S . ~ THE WALL 12" ~ . INTO CUBE 12" / , 2 5 5 5 5' I... ~-1/2 X3-1/2 X3/8 ~ RECONSTRUCT GUTTER TO , SUPPO BOLF I0' Steel plete I ~ ~chor. NO A-1451 OR EQUAL m · ~ SLOPE TO ~ ~, 90. b.nt do.n ~ m~toctured OF Concre/e Co~u/f Co Of Fresh. Min~ clearance from face of concrete to ~ i ~~~~ Ca~'°rn'°' , by ~ss,,ated Co,fete Pro~,,, ,,c, reinforcing steel shall be one inch. (]) M/n/mum Clearance from face of concrete fo re/'nforcln~ ~"; /~~'~ ~ "' Slab to be poured m0nohth,c0h~ with sidewalk steel shall be one inch ~ ~ ['. where sldew~[k re~Z~cement is necess&T~. (~ S/ab fo be poured mono//th/ca/~' ~'fh s/dewa/~ where s/de- ~r_' __ ~ ~~, , q..- s~c~ces o~ ~zz exposed concrete s~l wa/k replacement 15 necessary Surface5 of ail e~posed ~ ,I_~ ~ ' ' ~. ' adjacent concrete, c~crefe sh~l/ 'match i~ finish, co/cc ond scoring of od- /[- ~ -~/ . / . All concrete to be Class ~less other- ,~,, ~ ' f/ed ~ack~[[[ ~ com~ctton per C.O.B. Std. ~'-~' ~ NoSc~le Class [[[ ~.C.P. pe~ASZN C-76 or Class [5) CIa$5 ~ ~C P per ~M C-76 or C/as~ ~ ~CP '"A.C.~. ~rSee. 6~-~O3ofStd. S~es. per S,¢. 6~-'O] Of S, ond~rd Zp,',f,'O',O,,. TYPE "MODIFIED D"CATCH BASIN SECTION C.O.B. Std. Dwg. S-21 thickness to 8" Et poured ~[nst esrth SfO~Or~ Spec/fz'c~hon5 of lhe StOle of Cofi'forn~g, Eus/~ess SCALE, ["- '~ ~-0" bank in lieu of outside ~ee fo~s. ~ Transportation ~gency, Department Of Transportation, Dated /gz8 . TO Dr: .:C¢~ All work s~ll confo~ to the applicable APPROVED ' ~C'S*~::)~S'~ section of the Std. Specs. of the State of Note: 24 Hour notice required for ! ,~s~  iTY ENGINEER ~ OATS ~ale: As Noted,, SEE DETAIL 0 0 / 2"x 2"x I/4" ~ TO FIT TOP OF OUTLET ~ ~MAKE PROVISIONS FOR 4 I/2" BOLT DOWNS OF GRATE USING PHILLIPS REDHEAD EXP. ANCHORS. I" DIAM. BARS AT,, 4"0.C BOTH WAYS WELD TO 2"x 2 x I/4'¥_ ~ TO EACH OTHER. HOT DIP GALVANIZE GRATE AFTER FABRICATION. COVER- PLAN VIEW SPLASH PAD (Cl. A PC.C) ~ PLUG END, lO'STUB o l~, S= 0 %,18" PERE PIPEo o GROUT COLL AR ~/~,~- 6~ FIG. DETAIL A OUTLET TOP/PIPE 361.5~' 4'DIA.x 8.2' R.C.R ~ GROUT//~4 GALV BARS at 6"0.C BOTH WAYS INTO FEMALE END 12' / 361.0 SUMP BOTTOM --/~J~ 6"x6" I0 GA. WWM REINFORCEMENT '1¸ h '~ROCK FILL WASH AGGREGATE ~/2" MIN. I- I/2" MAX GROUT COLLAR ~  s:~990~°/° CHIP HOLE THROUGH 48"PIPE 4" LARGER THAN O.D. OF 24" 8 18" PIPES. BEND RE-BARS INTO COLLAR w/l-I/2 CLEARANCE. PIPE 6 COLLAR TO EXTEND THROUGH A CUT FLUSH w/iNSIDE OF 48" PIPE. HALF' SECTION OUTLET STRUCTURE SUMP BOT'TO M CONIT. BARRIER,90 WT. FELT PAPER ~ 18'"PERE PIPE · --I"~OCKS STIRUCTU RE SCALE: I" = 3' D ETAI LS $72 _l 30' lc 5un~? ho~/on ,//o/-/z .'/';-50' be,/.' /'?4 ' ,4/o/e .' t O+OO zo~ 4 G 5 '~ 3 2 / 0 ~% 2~ "tFcP 5 = -.,/.~7 % L . /6'2. Z'6'~. 77 ' 30' S[C T/O IF I /0' 5co/¢.'/Io~/~. -I'~ /0; Ye>/ I';-4' k [ Co//e /Vob/ezo I 0~' Ye//l'~d' 3 7/39 ~ge,~/~ ) ~_Mod 'D Co/cZ t /o/5 372 $¢8 $~'G. 50 360 $SC $52 AROFIL £ I 0 / 0.1 Sheet 2 of Z