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GIRDER (TYP)
BRIDGE PIER C
COLUMN (TYP)
1.406 Corridor Design - Builders
RELEASED FOR CONSTRUCTION
GENERAL NOTES:
1. INSTALL A TTPE 1 JUNCTION BOX AT THE EDGE OF PAVEMENT AS SHOWN ON PLANS.
2. INSTALL WATERTIGHT,CAST IRON CONDUIT FOTINGS,AS REQUIRED.
CONCRETE BARRIER
- UNDERDECK
RUN CONDUIT ABOVE
WSUNAIRE
ROADWAY
4�a,
PIER CAP BETWEEN
662:5
0
FINISHED GRADE
KY
C t
LUMIUIRE —
GIRDERS TO LIGHTS
SEE A010
MISTING 2UNDERQECK
CONDUIT T3)
—
- UNDERDECK
STAGE 2 - WIDENING
WSUNAIRE
nb
state n AND SR 515 INTERCHANGE
4�a,
A
662:5
0
R Y
g
SIDEWALK -.
SIDEWALK
ROADWAY
I
OEM
2" CONDUIT
I
TYPE 1
TASK LEAD:
V. MUORO
JUNCTION BOX
TOE ALIGNMENT
IN GRADE
TYPE 1 JUNCTION BOX TALBOT ROAD LOOKING NORTH
IN GRADE
UMU.E��
D. moRFOSD
QVIM0
piH&10
RLWSIORS PER
DETAIL C
E
E
p.NORFORO
UNDERDECK STRUCTURE WONTED LUMNAIRE
T5Z4
AT TALBOT ROAD UNDERPASS ONLY
OONST
RE6FASE0 FOR CONSTIfVGTION -3E -R
—
ILD -0.21
STAGE 2 - WIDENING
nb
state n AND SR 515 INTERCHANGE
4�a,
MANAGER:
662:5
TALBOT BRIDGE
OEM
TASK LEAD:
V. MUORO
REVRONS PER RFIp
UMU.E��
D. moRFOSD
QVIM0
piH&10
RLWSIORS PER
E
E
p.NORFORO
PAC)(AGE
RFC 28 ^IL
T5Z4
1LfiMB
OONST
RE6FASE0 FOR CONSTIfVGTION -3E -R
E
O. MORFORD
A
9g3Sa0
FINAL DESIGN -l8
E
O. MpRFORO
SECTION B -B
MA2
ROADWAY
r ! FINISHED GRADE
EXISTING GROUND
NOT TO SCALE
1.405
1.5 TO SR 169
ILD -0.21
STAGE 2 - WIDENING
nb
state n AND SR 515 INTERCHANGE
4�a,
ILLUMINATION DETAILS
662:5
TALBOT BRIDGE