HomeMy WebLinkAbout1787.05pier /
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normal To ¢ Pler
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it
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Note:
�3 /ndicotes direction and ornount
OF horizontal pile barter in /2
inches ver-ti cal
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U
M
En d
Di oph.
3' O"Long Expanded l Conduit Expansion
Polystyrene Sleeve
aroun d Conduit
I -- ------ _ 4- ---mil
- -----
Conduit- Bonding Jumper
CONDUIT EXPANSION FITTING —TYPE 2
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0
O
Q0i
0
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DRAWN 5.T. Vu- 8-85
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CHECKED
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PROJ. ENGR.
[DIST.
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a v
ADM..
ULL
DOT FORM 221-011
Revised 9/82
Condui t Fi tong - O-Z Type AX orequol For movement' of ±I"Max
Standard
'800 Hook CTyp.-)
14"Di0-
Steel Pipe
Class A
:Ioncrete
PILE ANCHOR DETAIL
3-5-86 1 Rev. Conduit Size In Li ht i�7q
DATE I REVISION
FOOTING LAYOUT
Bearing of ¢ Piers is N 49"35'//"Ili
All dimensions are measured porollel to g Bridge
and q Piers except as shown.
�t Pier 2
7, O,
I
O O
''Golvonized Rigid Steel Conduit-
Ivit-h C2)"I - CU-THW Cl'rcui t Conductors11
and C/) *l2-CU-THW If-, I- and Cond to CT
Pier 3
//L p„
o�
91049%4" N
O
0�
I
0
o.
9l°49'l4" N O
N
9+80.00 O
0�
i
�9
@J
4
O
o-
- See Sheets 20 and 2/
For Pi liny For I►/oll
Flush Mounted Pull Box
ivi"th Cover and Gasket (Typ.)
-L1'ght1'ng Fixfur-e Recessed in
Hanger
I if
co 0
i
Pip e C7-yp. )
I I �
"Dia. Deformed I I
I
Bars ( TyP-) II II I II�II 5'x 4'x%4"
Structural
I Tubing
Sig" e Web II it
�' II II i� �� Gad/e C ryP�
II u
StiFfener (Typ•) �-�---II-- ad, I II II Bottom of
I I -- - - -- - I�
I� I - Slab@Span 2
I I IT I I II
3/1 "Dip. golf wl / /TT Grinnell Plosric MC ,ox 15.3 L 3/z x �/� x 3/g
Nut and Cut ►✓ushers �� Coated U Bo/r Fig. 137C Hanger Suppor t Ang /e
C Typ.� Bill o � / X 20
Bottom 0FSlob -- -� , ELEVATION
@Sp on I� -- --�
5'- /lr4u
4" 3�61'- 9%8" 7 %lo' 7 %ro'
3/8 " R Web b / 3/8 4„
Sti FFener C Typ.) _ �4 (STY
p. 3 I
\� ! ti FFen ers)
th ��- O ® ® I�
� �I
MC Co x 15.3 ¢ 2,, !8"Dia. x l%g" A
S/olted Holes
CTyp.) HANGER DETAIL
-2, 0„ --- 1 /, /
if
Hole C ryP.)Cb
(Typ.)
11)
S "x 4 "x %4
Structural Tubing
Cro d le
4t NI - - F-6
CRADLE DETAIL
5„ 3„ 5"
e
MC ro x 15.3
L3/zx3
Holes
%2"Dia. DeFOrmed
Bor C Typ)
O
a0 O � N
�I
SUPPORT ANGLE DETAIL
o uc Concrete (Typ. 8Locatiansi WATER PIPE HANGER DETAILS
Locate Pipe Horngers 01-1V,oe Joints and at 9'O"Mox. Spacing
Ports Shall be golvonized,oer- AASH7-0 M i// (-ASTN1 All .
4ku A/l Stee/ Sh0//be AASHTO M /83 CASTM14 36,
05 Deformed wire or Conduit through Bearing and
Grout
Iv 5 Cold Drawn lVire Loader Portion of l ° ���
Spir-c7/ ReinForcement Cross Beam - _ - - ¢Bridge Pod Superstructure -
IS _l 2 "Max Pitch - Gatwonized Rigid Steel Conduit with
O Combinol'ion DeFlection/Expansion Fi'#I'ng, Varies
Complete ivith External Sondl'ngJurnper l" CTYP /'-G`° C1 @¢Pier)
CSee Condu0t Expansion Fi*hLing DetQii this Sheet) Around)
O O 3 10 Top of Grout
C� Co Anchor Bars y IGolvonized Hi-gid Steel Condu/'t iw�th / Pad (Level)
(2)l2-CU-THW Cl'rcu/*t COnducl`ors ono'
@ Eq. spa. O f0-)4'12-C&-r14W G/I Lind Con doctor
O Connect to Existing JunCt/on Box and Trner
(See Bri dge Loyoul sht 24) . Conne ct
O O Ground Conductor otJunch*on .Box Elostomeric Varies
to 3/4" 0, /o Feetlong Cooper -Clod Searing Pad C /" @ Pier)
Steel Ground Rod w/ a 18 Cu l ±'4 l= 40 11 11
A. TR'' �t.`:� Ground Conductor (3 Shims) �3
`x �; To Exist Junction Box and End Pier I /4 Recess
z LIGHTING SYSTEM DIAGRAM 9 y -
T3rner CSee 8r1 e La outsht 24)
All
ELEVATION PLAN
M
.w Iv/ring shall be installed In galvon/zed r1g1d steel conduit, concealed Ivithin
,z 12754 .��f`� t-he concrete bridge structure. All conclui t runs in Spon 2 sholl be locoted BEARING DETAILS
X-V�rsTT-:��,s��r above the battom loyer oFstee/ and be secured to verticol rebor ties . Pier t only (Co Required)
All conduit locations shall be subject to the Engineer's 14pprovo/ ./717
R o " STATE FED. AID PROJ. NO. SHEET TOTAL
NO. SHEETS HIGHWAY DIVISION
10 WASH BRM -1157 0) Washington State
�T # ',
ON
JOB NUMBER TrAf Department of Transortation Wa :R � � RE
a LACEME T
p
86 W 002
I CONTRACT NO. Feb. APPROVED
ENTRANCO ENGINEEERS, INC.
---
BY APP D 3115 BELLEVUE, WA EVEAETT, WA BRIL)GE
BRIDGE
SHEET
2
SHEET
25
OF
35
SHEETS
i7-1