HomeMy WebLinkAboutT-2692A14
0
IN
CONSTRUCTION JOINY
W/30ND 09EAKER (TYP.)
!12 " CLR
r USE AP SPL 16E
FOR HEIGHT L
VJFW -0 0.Y
SHEET OG -G -09 r7 \7
$2 T 15,1
®p
n°�x
GRAVEL BACKFILL
5CE PG -O-IG & FOR WALL& YO TGP
06 0 -29 FOR OF SUB3RADE---
WINGWdL LOCATION
UNOERO P.0 INv
\ WINGWALL LL FOGTING
BOTTOM O
314' CHAMiHER RETAINING
♦d WALL FOOTING
(iYP.J
05 ,4
m 17V 9 8 dS
� W
0
YK. 126 T4 STIRAOP
�✓ � UU-
&RAVEL
BACKEICL
FOR DRAINS
PLAN - GIRDER STOP
REINF. TYP, EA. GIRDER STOP
P. 6uE ER
1Lf ® I5
68 3 1 /p• O.C.
'� �31<'GHAMP HER
(TYC)
0p
NiQ li
mi n
rv0
it t
SECTION e
1 5 "1 GRAINS AT
12' -0" CTRS.
FINISHED GRADE
R
VAIN r,pF
SECTION THROUGH WING WALL
DRAINAGE AND BACKFILL DETAILS
CAP
NT
l %-j
1-405
—DKLLL
FOR 15 OAK P WITH
EPDXY RESIN, AOlU5T HOLE
BG_M
MA
IS TO SR 169
LOCATION TO iD AVDIO CAP
STAGE 2 -WIDENING
RESIF.
In State
of Tnnoports9on
NOTE:
SECTION
A
COT EXISTiNO GIRDER STOF RE5AR
To I'DELCW CONCRETE SURFACE
BENSON ROA BRIDGE
AND P'UG WITH GROUT,
P. 6uE ER
1Lf ® I5
68 3 1 /p• O.C.
'� �31<'GHAMP HER
(TYC)
0p
NiQ li
mi n
rv0
it t
SECTION e
1 5 "1 GRAINS AT
12' -0" CTRS.
FINISHED GRADE
R
VAIN r,pF
SECTION THROUGH WING WALL
DRAINAGE AND BACKFILL DETAILS
CAP
NT
1-405
BG_M
MA
IS TO SR 169
STAGE 2 -WIDENING
In State
of Tnnoports9on
AND SR 616 INTERCHANGE
531
BENSON ROA BRIDGE
PIERS 1 & 4 DETAILS