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
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