Life Safety- PN1511171
T/2
1�
6"
f
� =nn Ml l nnK l�
T= 5" PARKING AREA
T= 6" DRIVING & FIRE LANES
T= 8" ON—STREET PARKING & BUS STOP
ALONG COPPELL ROAD
0 CONCRETE PAVEMENT SECTION
N.T.S.
....... GRADE TO A DEPTH OF 6
INCHES AND MIX WITH 7% HYDRATED LIME PER
TxDOT STANDARD SPECIFICATIONS ITEM 260.
COMPACT SOIL—LIME MIXTURE AT MIN OF 95%
OF STANDARD PROCTOR DENSITY (ASTM D 698)
WITH MOISTURE CONTENT BETWEEN 0 TO +4
ABOVE OPTIMUM (ASTM D698)
24" NO. 6 SMOOTH
DOWELS @ 24" 0/C
16"
DOWEL COATING
JOINT 1 1 " 2"
SEALANT MIN. MIN.
34>, 1 Y4" MIN.
CLEARANCE
DOWEL SLEEVE
(CLOSED END)
TO FIT DOWEL
p & BE SECURED
47
PREFORMED BITUMINOUS
EXPANSION JOINT FILLER 2" MIN. NO #4 BARS @ 18" 0—C
OR REDWOOD
NOTE:
DOWELS AND REINFORCING BARS SHALL
BE SUPPORTED BY AN APPROVED DEVICE.
04 CONCRETE PAVEMENT EXPANSION JOINT DETAIL
N.T.S.
FORMED GROOVE (1/8" 1/4" WIDE)
EDGES ROUNDED TO 1/4"
RADIUS OR SAWED
NO #4 BARS @ 18" 0—C
1-1/4"
1T
NEW CONC,,J.EXIST.
COMPACTED SUBGRADE
(SEE DETAIL 01)
02 CONCRETE PAVEMENT CONNECTION
N.T.S.
VERTICAL SAW CUT
J" TO J" WIDE
BACKER ROD
T/2
T
T
NO #4 BARS @ 18" U—U
DOWEL #3 BARS INTO EXISTING
PAVEMENT AT 18" O.C. AND
SECURE iWITH EPDXY
UNDISTURBED SUBGRADE
/—JOINT SEALANT
MAX. JOINT SPACING
15' C—C EACH WAY
05 SAWED DUMMY (CONTROL) JOINT
N.T.S.
Y2" EXP. JT. V. "i ""iT
& BITUMINOUS
11—o„ p„
MONOLITHIC 6" CURB
;ADE
(SEE DETAIL 01)
ZADE
(SEE DETAIL 01)
MONOLITHIC 6" CURB @ SIDEWALK
03TYPICAL INTEGRAL CURB & GUTTER
N.T.S.
Y4" E. J.
CONCRETE
SIDEWALK
a
DOWEL #3 BARS INTO J
EXIST. PAVEMENT @ 18" O.C.
AND SECURE W/ EPDXY
a
6" a a
1'-6"
�o
N
2'-0"
06
MOUNTABLE CURB DETAIL
N.T.S.
CONCRETE_
PAVEMENT
#4 BARS CONTINOUS
4,000 PSI REINFORCED
CONCRETE
<i I �-- JOINT SEALANT
3"
1 c°
CITY OF COPPELL STANDARD DETAILS
TAKE PRECEDENCE IN CITY ROW AND
EASEMENTS
0
1-1/4"
1T
NEW CONC,,J.EXIST.
COMPACTED SUBGRADE
(SEE DETAIL 01)
02 CONCRETE PAVEMENT CONNECTION
N.T.S.
VERTICAL SAW CUT
J" TO J" WIDE
BACKER ROD
T/2
T
T
NO #4 BARS @ 18" U—U
DOWEL #3 BARS INTO EXISTING
PAVEMENT AT 18" O.C. AND
SECURE iWITH EPDXY
UNDISTURBED SUBGRADE
/—JOINT SEALANT
MAX. JOINT SPACING
15' C—C EACH WAY
05 SAWED DUMMY (CONTROL) JOINT
N.T.S.
Y2" EXP. JT. V. "i ""iT
& BITUMINOUS
11—o„ p„
MONOLITHIC 6" CURB
;ADE
(SEE DETAIL 01)
ZADE
(SEE DETAIL 01)
MONOLITHIC 6" CURB @ SIDEWALK
03TYPICAL INTEGRAL CURB & GUTTER
N.T.S.
Y4" E. J.
CONCRETE
SIDEWALK
a
DOWEL #3 BARS INTO J
EXIST. PAVEMENT @ 18" O.C.
AND SECURE W/ EPDXY
a
6" a a
1'-6"
�o
N
2'-0"
06
MOUNTABLE CURB DETAIL
N.T.S.
CONCRETE_
PAVEMENT
#4 BARS CONTINOUS
4,000 PSI REINFORCED
CONCRETE
<i I �-- JOINT SEALANT
3"
1 c°
CITY OF COPPELL STANDARD DETAILS
TAKE PRECEDENCE IN CITY ROW AND
EASEMENTS