HomeMy WebLinkAboutT-2692F5CATCH BASIN
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127.
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129' 0
JOINT REPLACEMENT LENGTH TABLE
REPLACE EXI5TWG COMPREO31ON SEAL WITH RAPID CURE SILICONE
SEALANTJOI T,INCIDI NEW HEADERS. LENGTHS SHOWN ARE
(F IELD VERIFY)
i
° .
_ _ - - - - - _ LEGEND
♦` _ f IDENTIFIES SECTION, VIEW OR DETAIL
MET
j T
/ �� \� TAKEN OR SHOWN ON BRIDGE SHEET TBO -XX
f 1 �"- TAKEN OR SHOWN ON THE DAME: 5HFET
PLAN
EXISTINC BRIDLE 405(16
N RI: �wul 4405 ®PUMPX (o WfHN TB'POi
I.5 TO SR 158
TMK LEAD: STAGE 2 - WIDENING
P. GUENTHER �, Washington State b15
e imd AOaYAT DRAwaew MQ�UE:�ERK. aoX P.WEPoTXER AND SR 515 INTERCHANGE
PFI pM TBM! 0. CFL6AXdR ®AG%AOE: ! Department O: Transporta50R RIMAJAFID FOR CONSTRUCTION -W RSOPo P. WEPoTXER T ®24 kA DGE 4OSI0 `QRS'ISITAL ® ®T R ®A® f,�a
...no- ..,, o-.G. . p�f..f.o-.o- .. _.w ... T ROAD BRIDGE M ODIFICATIONS•UYOUT
GENERAL NOTES
'ROACH SLAB
p
.. ALL MAYERiAL5 AND WORKMANSHIP SHALL 05 IN ACCORDANCE WITH THE
P1EQ 3
EOUTREMENTS OF THE WA5HIN6TON STATE DEPARTMENT OF T4ANSPORATION
STANDARD 5PELIFICATION9 FOR ROAD, 691DOE AND MUNICIPAL CONSTRUCTION -
r0
_ _ Exi
TB -O -05
API
�ATLH BASIN
OF THE M1A5HT0 (RFO BRIDGE DESIGN SPELIFILATidNS FOURTH EDITION
SEE ORA.'M1'hGE PUNS
_..
DATED 2009 AND INTERMIX THROUGH 2005.
.--
3. ALL CONCRETE SHALL BE CLASS 1000 EXCEPT EXPANSION JOINT HEADERS SHALL
x 62 °0224"
♦
� 59 °0995"
67-17-6W
THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT STEEL
SEAM
SHALL BE 2 AT TOP OF APPROACH 5LA0 3` AT BOTTOM OF APPROACH SLAB
IIN /L
AND 1112 WCHE' AT ALL OTHER LOCANONS,
5. THE CONDUITS ARE SHOWN FOR REFERENCE ONLY THE CONTRACTOR SHALL
SLA
COORDINATE THESE PLANS WITH THE ELECTRICAL, 1'S. AND OTHER CIVIL PLANS.
6. THE LOCATIONS OF ALL EX15i YC UTILITIES WITHIN THE YICiNITY OF THE
i
5TRUCTURES SHALL OF VERIFIED BY THE CONTRACTOR PRIOR TO ENCAVPTINS.
T. B DE'NOTE'S EPDXY COATED REBAR.
- PROF:E GRADE
° .
_ _ - - - - - _ LEGEND
♦` _ f IDENTIFIES SECTION, VIEW OR DETAIL
MET
j T
/ �� \� TAKEN OR SHOWN ON BRIDGE SHEET TBO -XX
f 1 �"- TAKEN OR SHOWN ON THE DAME: 5HFET
PLAN
EXISTINC BRIDLE 405(16
N RI: �wul 4405 ®PUMPX (o WfHN TB'POi
I.5 TO SR 158
TMK LEAD: STAGE 2 - WIDENING
P. GUENTHER �, Washington State b15
e imd AOaYAT DRAwaew MQ�UE:�ERK. aoX P.WEPoTXER AND SR 515 INTERCHANGE
PFI pM TBM! 0. CFL6AXdR ®AG%AOE: ! Department O: Transporta50R RIMAJAFID FOR CONSTRUCTION -W RSOPo P. WEPoTXER T ®24 kA DGE 4OSI0 `QRS'ISITAL ® ®T R ®A® f,�a
...no- ..,, o-.G. . p�f..f.o-.o- .. _.w ... T ROAD BRIDGE M ODIFICATIONS•UYOUT
GENERAL NOTES
'ROACH SLAB
'_ACEMENT
.. ALL MAYERiAL5 AND WORKMANSHIP SHALL 05 IN ACCORDANCE WITH THE
.H WIDENINr
EOUTREMENTS OF THE WA5HIN6TON STATE DEPARTMENT OF T4ANSPORATION
STANDARD 5PELIFICATION9 FOR ROAD, 691DOE AND MUNICIPAL CONSTRUCTION -
r0
FOOLISH YER5ION DATED 2006 AND AMENDMENTS.
TB -O -05
2 THI5 51'DICTURE HAD BEEN DF5IGNF0 IN ACCORDANCE WITH THE REQUIREMENTS
�ATLH BASIN
OF THE M1A5HT0 (RFO BRIDGE DESIGN SPELIFILATidNS FOURTH EDITION
SEE ORA.'M1'hGE PUNS
DATED 2009 AND INTERMIX THROUGH 2005.
3. ALL CONCRETE SHALL BE CLASS 1000 EXCEPT EXPANSION JOINT HEADERS SHALL
�YB4'l
BE POLYESTER 09 EU6TOME2i6 CONCRETE.
4 UNLESS OTHERWISE SHOWN ON THE PUNS. CONCRETE COVER MEASURED FROM
THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT STEEL
SEAM
SHALL BE 2 AT TOP OF APPROACH 5LA0 3` AT BOTTOM OF APPROACH SLAB
IIN /L
AND 1112 WCHE' AT ALL OTHER LOCANONS,
5. THE CONDUITS ARE SHOWN FOR REFERENCE ONLY THE CONTRACTOR SHALL
SLA
COORDINATE THESE PLANS WITH THE ELECTRICAL, 1'S. AND OTHER CIVIL PLANS.
6. THE LOCATIONS OF ALL EX15i YC UTILITIES WITHIN THE YICiNITY OF THE
i
5TRUCTURES SHALL OF VERIFIED BY THE CONTRACTOR PRIOR TO ENCAVPTINS.
T. B DE'NOTE'S EPDXY COATED REBAR.
- PROF:E GRADE
6 CARE SHALL BE TAKEN DL'RINO REMOVAL OPERATIONS TO NOT OAMACE EXISTING
REINFORCING TO REMAIN.
'INT REMOVAL AND
9, STATIONS AMP OFF6FT5 PROVIDED FOR F.X.'.5TINCa W:N5WALL ARE VASEO ON FIELD
W8002 Ta PLACES)
SURVEY DATA, OE5iGN 51JILPER SHALL FIELD VERIFY PRIOR TO DEMOUrTON.
° .
_ _ - - - - - _ LEGEND
♦` _ f IDENTIFIES SECTION, VIEW OR DETAIL
MET
j T
/ �� \� TAKEN OR SHOWN ON BRIDGE SHEET TBO -XX
f 1 �"- TAKEN OR SHOWN ON THE DAME: 5HFET
PLAN
EXISTINC BRIDLE 405(16
N RI: �wul 4405 ®PUMPX (o WfHN TB'POi
I.5 TO SR 158
TMK LEAD: STAGE 2 - WIDENING
P. GUENTHER �, Washington State b15
e imd AOaYAT DRAwaew MQ�UE:�ERK. aoX P.WEPoTXER AND SR 515 INTERCHANGE
PFI pM TBM! 0. CFL6AXdR ®AG%AOE: ! Department O: Transporta50R RIMAJAFID FOR CONSTRUCTION -W RSOPo P. WEPoTXER T ®24 kA DGE 4OSI0 `QRS'ISITAL ® ®T R ®A® f,�a
...no- ..,, o-.G. . p�f..f.o-.o- .. _.w ... T ROAD BRIDGE M ODIFICATIONS•UYOUT