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O 6'-0" Varies 6'-0"
See Pion
QV-0" 5'-0"" 5'-0. 11-0"
W e
' 4Et All exposed concrete surfaces shall Varies 4'-6" Varies
EIeev• 33.32 receive a pigmented sealer for See Plan See Plan Elev.33.32 ,1
Waterstop concrete surfaces in conformance with V Woterstop
(Centered in bockwal I 1 507-10 WSDOT spec i f i cation 6-02.3 (14 )C and 3- 532-11 or 517-6 507-1 D ( Centered in bockwol I l
of WSDOT color Washington Gray. Typ. @ 12" cts. r o-6
1010-4 or 4- 541-2 54 54141-2 1010-4
1009-1 or 517-6 3. 1127 @ 12"ter -+ or 1009-1 =01 '
4-827-1 cts. (Each End) 4-827-1
541-2 or SE2 .. 541-2 or
' 517-6 I @ 12" cts. 5E1 - 5E1 517-6
I h Elev. 28.18 EIev. 26.39 0, EIev. 28.18 ,r I
♦-tTr�_ r 2" cl., - +��- 6K2
T
1 T-rD_T_� Typ. U.N.O. v4
r_-1 t�J 2" cl., o Typ U.N.O. TI_CJ_1_ Front Face
q' T r- - Typ. U.N.O. 20" Did. casing for
_4--I--�-.d IF.F.) ^ 12" Did. storm -•a-
-+-♦---{-+-••r,' �. •� I N drain pipe �•-+-�--I-+-
-t-r-I-t 827-1 o J -I -I- r -- 1coordinate w/ Front Face if-t 1'--1-t '
+-F--I-� 1127 Drainage Plans) (F.F.) -
_-_T_-r---T- 4-5J10 @ 12" - O.F., trim os req'd IStdge I) o f_T=[�-T= ,
Bock Face IB.F.) _1_L:1 1-5J10 - O.F.. trim as req'd (Stage II1 -r1_t \\ /i 1 LJ_1 Back Face (B.F. )
�. -r--1- t 504. Typ. �- -
- I- ,I`--t-r-r-t-
541-Z or , _T r� T I - - 1 Typ. .m + 1 Typ. r1 I�-fl /y\\\ //r\ _T_( -1-_T_ 541-2 or =m
<v 517-6 I -C�-Z- I o N
M_'--_-'�tr\/N6-e
-I-C�- 517-6
o _N.1 TYD• W N 1 TYP• / r2J ��\ - as req'd /, \-r--I-+ 0 N
>'m ' o
6K1 5F1, trim 532-11 o
r PIPE DETAIL AT 532-11 I - or 517-6
trq'51-6 FACE OF SLAB
N cl..
,
>0o
-a-----4-c.on 541-2 o5F1, trim 3cl. on
-+--'_ TYD• U.N.O. - Back FaceFoce517-6 as reqd 827-1Bock 2" cl., (0O.F.
�+ 1- 5J10 - O.F,•
T-��Ttrim as req'd
Stage11)
C5 TYD• U.N.D. 1127 -1 T (Stage I)
18" wide. 3 ply -
�MWf
}-+-1---I-4--
1427-1 -+-F -i-+--'h { joint waterproofing I LJ_1_T { 14J3 or 14J5 2" cl.,-+-F -{-+- ' 1427-1
I oil around, Typ. 532-11 or �,r�_��_ I I @ 6" cts. 14J3 or 14J5 @ 6" cts. Typ. U.N.O.
t—r 1-t y-� -1-+
1 517-6 1 I I _ 11 1 1 I _T=[1=T- 2'-2-"
2'-2" - - - I I 14J3 or 14J5 @ 6" cts. 2"x12" Keyed
1_LJ_1 I Construction -t-ry- j 14J4 or 14J6-1_LJ_I_
t450 @ Joint I r T'll I I @ 6" cts. J.--I--I-�-.
2"x12" Keyed I + I { 14J1 @ 12'• cts. 8 6" ctS. r I I ff L _1 _ 1 I { 14J1 @ 12" cts. 8 2"x12"' Keyed
-+-��-�-"I I = I I 14J2 @ 12" cts. I I 1 7 _�� � I I 14J2 @ 12" cts. �"-+-~�-+- Construction Joint
Construction J lint _r 1_t_,� +- -� (alternating) �I --4- L -loll-4- laIternoting) n I
-t-I- 1-
r-I- r t- ----__O--- -=---
-7-
-!J.I -- -- --
541-2 or 1 14J4 or 14J6 20" Did. casing for -fi�II , �IIII III ` --IIII +tIII 7rt�IIII1�- �-�-�I1 I��III
il111
Ir 1 4t0517-6 @ 6`cts. 12" Did. storm drain 14JA or 14J6
T Drainage 5c1.
5Gt. 2 Plans for pipe ,I 15G1.
D. details. See"c yp6�Tc
Go I ' 144 o146 @ 6" cts.14J4 or 14J6 @ 6" cts• reinforcing detail o �o �I Ix T �14J4 or 14J6 xt -
o
-
}othis sheet. 4Jt or t4J1a2 @12"cts.6" cts. ( lternatin ) 608-6 6s.14J1 or 14J2 @ 12" cts. ct1450 @ 6" cts
6 -6@6"cts. (alternating) I 14J3 or 14J5 t4J3 or 14J5 @ 6cts. T
643 o145 @ 6" cts. 6" cts.
- :- -
On
;[-�-�
r -q.
- _-
- . ........':-
/El.v. -_------_-
.61 } T 537-6 between 6E1, 6E2 53716 between 6E1, 6E2 537-6 between T
9 Piles or 6E3 n M u piles 541-2 Or �^ or 6E3 Diles
,�1L)o0 m _ Woterstop LE1.6E2 517-6 m -Woterstop3, 541-2ord L541-2 or n
„ w 517-6 24" Did. pipe or 6E3 6E1, 6E2 517-6
pile. (Typ.) Woterstop or 6E3
- 24" Did. pipe 24" DID. pipe
pile. (Typ.) pile. ITyp.) _
LL
a 2'-C" 3 Spaces @ 6'-4" = 19'-0" 2 Spaces @ 6'-4" = 12'-8" 1 - !! 3 Spaces @ 6'-4" = 19'-0" 2'-0"
SECTION THRU ABUTMENT #3 �uh�� C SECTION THRU PIER #2 jLl 1'YI1.4.1 U-I 2 SECTION THRU ABUTMENT #1
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R-3693171
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FEDAID: STPUL-1275(004)
HPP-1276(005)
BergerABAM
�/
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-23DO Fax: (206) 431-2250
<� HANSON
®copyright Monson Professional Services Inc. 2011
""""`"
SAS SHOWN0
=.M/-
OATUM
CITY OF
�NTON
Public WorMs Department
Appro ed For construction
Robert M. Hanson P.E. Date
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT2A
BNSF BRIDGE NO, 11.07 L.S.0051
ABUTMENT AND PIER SECTIONS
12/05/11
-
RECORD DRAWINGS 7/31/2014
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
�" coP
CLIP
RA-2G
"�182"231
=
NO.
REVISION
BY
DOTE
APPR