HomeMy WebLinkAboutT-26929Bxi
i
i
i
CURVE VArA
P.I. STATIONS
DELTA
RADIUS
TANGENT
LENfiYH
B.C. TAN. BEARING
BRS STA. !!8+61.40
32 °03144.5" 111.
410.00
117,01
22943
N 3 °06'29.9" E
F "445 SYh. 1219rv14 B%
66 °38'59.0' tY.
iH09B6
!253J4
22;6.93
N ]6 °19'2].0" E
TBS N@ 405 54 +2k.fE
B °46:iK]" RT,
500.00
6t40
122.56
N 3] °4!'1K.2' F
EXISTING NB 1405 ELEYATION5
E405 5r&
OFFSEY R, FY.
LEFT EOP
ELEV.
LEFT EDP
GffvFT R, FT.
RIGHT EDP
ELEV.
RIGHT FOP
Y2Hw ^0
1.13
7537
52.51
97,66
1214+20
1.76
76.10
52.22
76.41
12141.40
2.75
76.67
5414
79.15
1214.60
3.84
77.65
51.90
76.61
;214+60
437
76..79
51.08
50.49
!215+00
5.36
79.01
51.67
51.19
1215.20
LAX
79.64
51.77
BLIND
1215 +40
1.19
81
ELMO
62.59
1215.00
ITS
60.99
57.69
55.24
195,80
090
61.51
5191
83190
1216.00
CAR
62.19
SL74
M4.52
7216,20
0.96
111
51.79
ASR)
1216+40
1,04
8339
51.99
6568
1216+60
7.22
84.01
BLED
6524
1216.80
1.16
84.60
52.00
B6.60
1217,00
t17
BPI
51,92
87.55
121720
1.29
OHIO
FLOW
67.91
1217.40
1.23
B6.18
TOM
BB.45
T85 N5405 SUPERELEVATION
EXISTING 513 1405 ELEVATIONS
E405 5TA,
OFFSET L, FY.
LEFT POP
ELEV.
LEFT FOP
OFFSET L, FL
NIGH( For
ELEV.
SIfi HY FOP
1214+00
S57
731E
106
75.39
1214+20
STEP
73.95
1.74
7613
1214 +40
STIR
74.75
2.64
76.93
1214.60
5139
75.57
3.41
77.59
1214,60
50.60
76.32
3.67
78.20
1215 +00
50.07
77.01
3.71
]3,B!
1215+20
4923
77.74
2155
79.62
1215 +40
48.60
76AT
1.41
80.46
12151SO
51.61
7,1
1.30
ELIO
M?R.aC
53.28
79.30
1.27
61.61
1216,00
5496
60.09
1.37
62.27
2216 +20
OEM
60.7B
1.24
52.94
1218+40
5656
51.14
120
8327
1276.60
568!
81.73
1.27
53.84
1276+60
55.97
62.24
1.36
6439
1217.00
SLIM
02.64
1.29
M.76
1217.20
54,72
63..75
(1
65.35
12We40
54.32
03,90
0.92
05.99
O
m "<
�� 30
NQ
:m
LL+'I.00 %6 'w
T65 N8405 PROFILE
aY
CHECKEa BY
DE81oN.....
J. "U"A:
J. eAUNAx
wn °°
MAX
105
3B
PIER 2
120
109
PIER 3
120
120
DESIGN
TACK MEN
P.9uEmm
MM .I
.ON
P.OUENTHER
PACKAGE:
7624
iml
P.GUENTHER
GENERAL NOTE5
i. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE WASHINOrON STATE DEPARTMENT OF TRANSPORATION
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
"01-511 VERSION DATED 2006 AND AMENDMENTS.
2, EXCEPT FOR SEISMIC DESIGN. THIS STRUCTURE HAS BEEN OE5iGNED IN ACCORDANCE WITH
THE REQUIREMENTS OF THE AA5H70 LRFD BRIDGE SEATON SPECIFIGATIONS FOURTH F9,TION
DATED 2007 AND INTERIMS THROUGH 2000, SEISMIC 01 HAS BEEN COMPLETED IN
A6'CORDA.NCE WITH THE REQUIREMENTS OF THE Ai5HrC GUIDE SPECIFICATIONS FOR LRFO
SEISMIC BRIDGE DESIGN GATED MAY 2007 WITH W600T DESIGN MEMORANDUM AMENDMENTS
152006 US!NC OEISMIC DESIGN CATEGORY C. SITE CLASS B AND A PEAK GROVNC
ACCELERATION COEFFICIENT (PGA,, OF 0.44.
3. THE CONCRETE IN THE SRIPfiF" DECK, PIER WAPHRAGMS, AND END DIAPHRAGMS SHALL BE
CL A55 40000. THE CONCRETE IN THE LOWER PART OF PIER 2 AND PIER 3 CROPS BEAM6 AS
SHOWN FOR STAGE 2 ON 9HEEY 00 003 SHALL BE EITHER CLA55 4000 OR CLARE 40009.
CONCRETE IN THE DRILLED SHAFTS BI BE CLASS 40006 CONCRETE IN THE
PINCER CLOSURE POUR5 SHALL BE CLASS 6000. CONCRETE IN THE PIER COLUMNS SHALL
BE CLASS 5000, ALL OTHER CAST -IN -PULE CONCRETE SHALL BE CLASS 4000,
4. THE NOMINAL BEARING CAPACITY OF SPREAD FOOTINGS FOR SERVICE STRENGTH AND
EXTREME EVENT -! LIMIT STP.TES, SHALL BE TAKEN A5 (IN KSF):
5. THE NOMINAL SHAFT CAPACITY AT PIER 4 SHALL BE TAKEN A5 (IA' KIP5j:
0£5I6N LIMIT STATE
LOLAP,ON
STRENGTH 8
EXTREME -1
(q ^)
SERVICE - I"
SETTLEMENT (q srrrj
K5F
PiFR 1
105
3B
PIER 2
120
109
PIER 3
120
120
5. THE NOMINAL SHAFT CAPACITY AT PIER 4 SHALL BE TAKEN A5 (IA' KIP5j:
6. UNLESS OTHERWISE SHOWN ON THE PI AN`i, CONCRETE COVER MEA5URED FROM
THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT 57EEL
SHALL BE 2h INCHES AT THE TOP OF THE BR!O66 OECK. 1 INCH AT THE
BOTTOM OF THE BRIDGE PECK, 2 INCHES AT THE TOP OF FOGYiV9W. 3 INCHr5
AT THE BOTTOM OF '. HE FOC INGSv AND IS INCHES AT ALL OTHER LGCAT!ON5,
7, TIE COMPOTE, JUNCTION BOXES. AND !IYIL!YIES ARE SHOWN FOR REFERENCE ONLY. ,THE
CONTRACTOR SHALL COORDINATE THESE PLANS WITH THE ELECTRICAL, l.T.A AND OTHER
CIVIL PLANS.
B. FA15EWOKK SHALL NOT BE RELEASED UNTIL SUPERSTRUCTURE PO5T- TEN5IONIA'G HAS BEEN
COMPLETED. FALSEWORK SHALL Be CAREFULLY RELEASED TO PREVENT IMPACT OR UNDUE
5TRE55 IN THE STRUCTURE, THE CONCRETE FOR TRAFFIC BARRIER AND SIDEWALK SHALL
NOT BE PLACED UNTIL THE FAL5EWORK HAS BEEN RELEASED,
9, THE LOCATIONS OF ALL EXI5TiNC+ UTILITIES WITHIN THE VICINITY OF THE
STRUCTURES SHALL BE VERITIES BY THE CONTRACTOR PRIOR TO EXCAVAT!NC.
10. SPLICES IN COLV.MA' HOOP RELNFGRCEMEN'. SHALL BE WELDED LAP SPOOF TYPE ONLY,
LEGEND
IDENTIFIES SECTION, VIEW BR DETAIL
EL15 TAKEN 01 SHOWN ON BRIDGE SHEET ELI5
- TAKEN OR SHOWN ON THE SAME SHEET
Waehinpton State
Department of Tmnaportatlon
DESIGN LIMIT ST dY£
SERVILE - I
SIRE..1 T EXTREME I
F.ND BEARING
372
706 %OB
SKIN FRICTION
1615
1615 1615
6. UNLESS OTHERWISE SHOWN ON THE PI AN`i, CONCRETE COVER MEA5URED FROM
THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT 57EEL
SHALL BE 2h INCHES AT THE TOP OF THE BR!O66 OECK. 1 INCH AT THE
BOTTOM OF THE BRIDGE PECK, 2 INCHES AT THE TOP OF FOGYiV9W. 3 INCHr5
AT THE BOTTOM OF '. HE FOC INGSv AND IS INCHES AT ALL OTHER LGCAT!ON5,
7, TIE COMPOTE, JUNCTION BOXES. AND !IYIL!YIES ARE SHOWN FOR REFERENCE ONLY. ,THE
CONTRACTOR SHALL COORDINATE THESE PLANS WITH THE ELECTRICAL, l.T.A AND OTHER
CIVIL PLANS.
B. FA15EWOKK SHALL NOT BE RELEASED UNTIL SUPERSTRUCTURE PO5T- TEN5IONIA'G HAS BEEN
COMPLETED. FALSEWORK SHALL Be CAREFULLY RELEASED TO PREVENT IMPACT OR UNDUE
5TRE55 IN THE STRUCTURE, THE CONCRETE FOR TRAFFIC BARRIER AND SIDEWALK SHALL
NOT BE PLACED UNTIL THE FAL5EWORK HAS BEEN RELEASED,
9, THE LOCATIONS OF ALL EXI5TiNC+ UTILITIES WITHIN THE VICINITY OF THE
STRUCTURES SHALL BE VERITIES BY THE CONTRACTOR PRIOR TO EXCAVAT!NC.
10. SPLICES IN COLV.MA' HOOP RELNFGRCEMEN'. SHALL BE WELDED LAP SPOOF TYPE ONLY,
LEGEND
IDENTIFIES SECTION, VIEW BR DETAIL
EL15 TAKEN 01 SHOWN ON BRIDGE SHEET ELI5
- TAKEN OR SHOWN ON THE SAME SHEET
Waehinpton State
Department of Tmnaportatlon
.,
1-6 TII
I�SR
STAGE 2 -WIDENING
AND SR 515 INTERCHANGE