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118 R JOINT MATERIAL P
#4 BARS 18 C.C: " 4 THICK CONCRETE RIPRAP
e° S 6 MIN
., w _ _,. THE REB RS
AT EVERY
" SON
3/4 DOWEL B RS INTERSECTION SHALL BE CP
• ::.: 4 r•: d' 6" MIN. pal 18" C.C. TYP TIED 100 PER CENT
L pF UNIT LENGTH VARIES
-� v, =m "
m< -i . TYPE G JOIN N
m> SEE DETAIL — 18 MAX PE DIA'
METAL KEY/DEFORMED TIE BARS v� #4 BARS .• ; ..•
WAY PLATE #4 x 18",18" O.C. m :. •;. '.:.:' , .... _ EQ SPA AT 18' MAX
d . E SAFETY PIPE SAFETY PIPE. RUNNER .
w w TYPE "D" J INT < . • ..
TYPED TIE BARS 18" LONG SEE DETA L a .. , .: - `0 :''': :: :::.. , _• ?". GALVANIZED STEEL BOLTS
SAFETY - WITH WASHERS AND INSERTS
' INT TYPE "G" J01 T _
LoNGrTUDNAL_tO d R� _
° ° d ° " " Np 7-0 RUNNER z
• ' 9 p ••'• •• PIPE
0' AX. TYPE "B" JOINT ° 12 . • .. •:. ; _ �n P P
c LONG/Tl/D/NAL JO/NTSSHALLBEREDU/RED ONLY 2 M FG
ON THECENTERL/NEOFTHEPAVEMENT& /N P. °
('t'Y) •' • • •- • •. _' :;..:; ; ::; :•� . - CEMENT STABILIZED >
/NTERSECT/ONS AS DETAIL ED
D
D
• BEDDING AND ' g
- - . o ' -- d • ' THINK CREATE SUSTAIN
GRAVEL OR a P
CURB a� BACKFILL P P o 0 7607 EaStt7lark DiTV@ $Uif@ 2a0
{ LAYOUT
CONC. ::;;
TYPICAL TOINT�. RUMORCEVENT ° .. W - °- a Co11e e Siation; TX 7784D
PAVEMENT �'�'`..: •.: �.• • °- � g
TOR CONCRETEPAYF�ENT - Z I► Ro-HREADED o
• . •.. , • – T 979.693.3179
SEAL W1FJt • a' • .. ' ••.. .. ., � 4 1. M
JOINT.MATERIAL SMOOTH DOWEL BAR
a F 979.693.8370:
/,V' x'18 12 O.C. : •
• , . .... ' . • INSERT
$� ... 718
-114 R 314 COATED WITH HEAVY 5-1/2 HawldnSArch.COCn
z p
(COATED
.. .: �... P " _ INSTAL TION DETAIL
3/4 I 'n
.. d MULTIPLE PIPE INSTALLATION N
.. _ ••
• :. 6 MIN:
FOR PIPE RUNNERS
. 1-518"
PLAN i
' D . .. ••
RECYCLED MATERIAL, 3/4
314 _
,.
��
ACTURED
3
THICK AS MANUF 1
1- /2
8J.D.RUSSELL COMPANY �. IP
REINF: TO HAVE � E Dl.
Y J. . � _ NTS 5 A
L r. "
OR APPROVED EQUAL , { ~`'`•�-. �" BOLTS _
Air, WA 1 MIN. COVER A � . GALVANIZED STEEL
MIN
o -
PIPE RTS
" -
1- SAFETY WITH WASHERS AND INSERTS
PLASTIC CAP INSIDE
' SAFETY PIPE. RUNNER
3 LONG METAL OR " _ _ z
.DIAMETER TO 6E 1116 GREATER _ - ..OPTIONAL 0 2" STANDARD NOMINAL DIA: RUNNER
� " " TOP UNE OF
T BE 2 RUNNERS 12 PIPE, 3 RUNNERS/18 PIPE)
DIAMETER OF DOWEL BAR. CAP MUS STEP SLOPE.
" L NOTE. EXPANSION JOINTS AS SHOWN AND AT EACH. _ ( � .- � SAFETY PIPE RUNNER _
LONG ENOUGH TO COVER 2 OF DOWEL
POINT. CURB EXPANSION JOINTS N TREATMENT
.. RADIUS OI T. _ _ ... TOP FACE OF SAFETY END AND HAVE STOP SO END OF CAP IS 1 OL
SHALL BE AT 60 CENTERS. CURB CONTR • • • • � •:
FROM END OF BAR. JOINTS SHALL BE AT 10 CENTERS:
a n - 1 m tL / . FLOWLINE
E G _ SCOP OPTIONAL CASTING 3"' R ED co a
TYP E g v 4TH EAD
LINE FOR TOEWALL /,./ n • o
��r:m r
-o a INSERT P
PANSION& CONST K£ICIYONIOIN!
E ys,l
rVARIE.. o 'o P
:." ,."
ct _ z
PE B JOINT TYPE B JOINT ... .,: - .. • • o FLOWLINE �-
TY ,..,• _
LONGITUDINAL JT.
... ... .•. : 1.
o TYPE ,.D,.
(� 90 TO CHORD OR �:.Z:::. '.
RADIUS TYP oPa. JOINT SINGLE SWING GATE
{ , "
4 -6
.... z a Z 1 �,
1-6 •- .. •......:. _ _ END DETAILS- FOR
WED OR FORMED SEAL
•
SA 'TYP w . • .• . " ".
: WITH JOINT MATERIAL,
{ ) wGRAVITY TYPE DEVICE :'�•,'•: • :. •.. _ . , ... .. •• 5 1 6
_ .• ............. A INSTALLATION
,, „ � W/PADLOCK HOLE 10 MAX.
SEALING NOT REQUIRED -
'TYPE GJOINT AT a '`�
CURBS 1 M
tN ALL RADIUS POINTS >
2" FRAME OF PAPE RUNNERS
AND MAX. DISTANCE l-6,._
.. ,. .. 1 n
318 R 118 TO 3116 OF 300 ON TANGENTS SECTION /�—A LONGITUDINAL ELEVATION
F3/4 m tE:....Fg $
OFT a
„ .. NOTES. •t ;igJ.Bse
... a 6" MIN: BACK OF CURB TYPE B JOINT 4 AT 6" GRADE 40 a •. g
;�--:--r•. " MINIMUM REINFORCING SHALL BE # ( ) g
„ „ 1 5/8 BRACE -�
TYPED OR 4 AT 9" (GRADE 60) EACH WAY OR 6 X 6 - W72 X W12 P11r : o
—� TYPE "B" JOINT JOINT TYPE "G" JOINT AT OR 5 X 5 - W10 X W10 WELDED WIRE FABRIC.
.. FUTURE EXTENSION 4� o. ROBERT C. SCHMIDT 6
#4 BARS, 18 O.C.E.W. _ PROP. WORK " " s,......................
•,
OR AT ,
T•Yp CONCRETE FOR PRECAST (STEEL FORMED) SECTIONS SHALL BE CLASS C o 50465
B n { } MUM COMPRESSIVE STRENGTH OF 3600 PSI.
TYPE B - WITH A MINI t �
TYPICAL OIN7 LAYOUT A7
HEIGHT AS
INT I INDICATED A TEFL COMPONENTS EXCEPT REINFORCING, SHALL BE GALVANIZED AFTER a �o•"" E b ,
CON7RAC7IO1VI0 ALL
9 SS ' �G .�•
CONCRETF, INTERSF,CTION ON VE cNsosr
FABRICATION.
1,5
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IN's' '��3UT NTS
CONCRETE PAVEMENT .�c� _ d e I I I—III :. I I I I I'° III �: I I 1 _
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CKET
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Engineers
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-- -- - - - -- - • --• -• --.. ..•,^''-'' ' ,• vvi In vvAJnGiSJ HIVu ItVJttC lJ
2" STANDARD NOMINAL DIA. RUNNER
STEP SLOPE; TOP OF
UNE
(2 RUNNERS/12" PIPE3 RUNNERS/18" PIPE) —�,�� j
i� SAFETY PIPE RUNNER
TOP FACE OF SAFETY END TREATMENT
g >
op
4' 1 SLOAE OPTIONAL CASTING m vTHREADED v D ¢ FLOWLINE
LINE FOR TOEWALL p 2 INSERT I .° ' °
FLOWLINE ct - z
to
Z , END DETAILS FOR,
5" � zr•
V
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