Magnolia Park-CS 990520ENGINEERING DEPARTMElX
TRANSMITTED BY:
P.O. BOX 478
255 PARKWAY BLVD.
COPPELL, TX 75019
FAX NO. (972) 304-3570
T
PHONE NO.: ~'~ z~ -. ~/~5
DATE: I~.~ ~ l,e)q
TllVIE:
NUMBER OF PAGES (INCL~G COVERSHEET): ~
IF YOU DO NOT RECEIVE ALL OF THE PAGES, PLEASE CALL
E#gin~erin~- Excellenc~ By l~ign
972) 304-3679.
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I&LK &
SIDEWALK
Reinforced concrete sidewalk shall
wide, a eeininua of four (4) inches
3000 psi at 28 days (5 sack nix). t~less noted othwwh
be 4 or $ feet
thick and shall be
Chanfer all expoeed edVea of concrete (1/4) inch,
All bar dimensions are ~lvon as center to can
bars and ara located as ehovn.
;ION aT. - OEIrtl4 OF £XP&NSIO~
~ SHALL 8~ 9UIrlqCIF. NT TO
E TO CONCRETE: CONTACT
CURD.
:er of
All.reinforcinq steel s~all be ~o. 3 o~ la inch ~antars
loq~tudin&lly, 24 ir~ch centers transversely and shall
confor~ to the requiree~nts of ASTN &-&lS, Grade[60.
1' thick nih. fine, washed samd cushion shall k
fros organic ~aterials or clays and shall be us
gra~e adjustment.
feimecedo 8dmll be compacted.to a density not lef
OM a~lmmaoisture. .-
~ free
.ed for
~s than
,va
) inch
To~lod Joints (contraction ~oints) shall be on f:
f~ot centers and shall be round one-fourth (1/4
t dius.
A one-hell (1/2) inch e~penoion Joint shall be plmmd
avery alert (I) t~l~ Joi~a, a~ ~ere ~r~ ~t old
V~rk, or ~e ~ ~ lo c~t~ct~ ~a~
~r --~e, a ~-~ i~ e~M/on Joint ~ZZ M
~bint filler or ~ ~ ~ ~. ~ ~
Remove £x/$!
, O. Sidevalks shall be finidud by li~tly broo!ing ~ur.faca
, trebly to di~l~ of min traffic .oE_ where
# S' ~ MAll ~ FIWJ~OI. DED iITUllW OUl EXI~AN$1GN 0T. FILL~Ii.
I_ EXPANSION JOINTS SPACED ~ 40' O.C a
I F -I -I' -! T(X}L~T$ . I I 11 sss~
'%,r~SUBCd~DE COMRK:TED TO 95% STAND&RD IR I OCT OR
OENSITY("~ OPTIMUM MOISTURE
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