HomeMy WebLinkAboutTED4001825.35AS -BUILT ABUTMENT WALL PILE
VARIES
7"
I
43/ / ##4 67 12" C9 1'-011 ADJ SP TO PROVIDE
CONSTRUCTION JOINT
1 %Z" MIN CLR TO STYRO FOA M
ISOLATION WRAPS
CONCRETE CLASS Al X
FOR CONCRETE BARRIER
__FLITURE FASCIA WALL
SPECIAL TYPE 4-
---3" REVEAL C-) CONSTRUCTION JOINT
4 - #5 IN BARRIER
CAST -IN -PLACE BARRIER
3" DIA x 3" LG
30'- O" TO (t OAKESDALE
STYROFOAM ISOLATION
WRAP ON 2 5/8'l DIA x
2'-O" #4 CD 12" 3'-E
G" LG WELDED H.A.S.
3 - 44 TOP EQL SP
6 ( `
,SLOPEZ% TOP OF ROADWAY
FASCIA WALL DRAIN
2"CLR
1- #4- EQL SP EF
TYP
EXISTING PILE
ORIENTATION VANE
#40121'
CONCRETE CLASS B
FOR FOOTING
�'
O °"III-11 =III=111
G CD 2"CRUSHED SURFACING
G - #4 BOTTOM
�' C?BASE COURSE
EQL. SP
UNDERDRAIN
7)
" o ' UNDERDRAIN GEOTEXTILE.
EXTEND OP FACE OF TIMBER
LAGGING TO TOP OF RDWY"
END VI SQUEEN 3" MIN BELOW BOTTOM
OF" FOOTING
NOTES
1. PLACE FOOTING AND BARRIER TO CONSTRUCTION JOINT o REVEAL
2" COAT STEEL SURFACES OF PILE AND FABRICATED ANGLES WITH
BOND BREAKER PR/OR TO PLACING FASCIA DRAIN, VI SQUEEN,
AND UNDERDRAIN GEOTEXTILE OVER FABRICATED STEEL ANGLE.
LEG- SEE ATTACHMENT D.
3. THIS DETAIL APPLIES BETW STA 13+50.01 AND STA 144-94.01 .
E4 ST BARRIER ABUTMENT WALL
AS -BUILT PILE -FILE SUPPORTED WALL
I
3 1
CONCRETE BARRIER , TYPE 2
30'--O'/ TO OAKESDALE
J
FOR FOOTING REINF, SEE
ATTACNMENT F
e SLOPE 2 0
CONCRETE CLASS B
b
FOR FOOTING
4 o 12 ; EXTEND 1'-G'l
'�'' , . a soo ,• O I - -III-111
��`� �' N 04 UNDERDRAIN GEOTEXTILE
MIN AI30VE TOP OF
o C:) EXTEND UP FACE OF-
ONSTRUCTION OI NT
o TIMBER LAGGING TO
0o ao TOP OF ROADWAY
UNDERDRA I N
NOTES:
1. FOR ADDITIONAL FOOTING AND BARRIER DETAILS , SEE ATTACHMENT F,
STA 15 -4- 25. 38 TO STA 15 4- 552.88 .
2. FOR UNDERDRAIN SYSTEM INFORMATION, SEE ATTACNMENT- C.
3. TN/S DETAIL APPLIES FROM STA 13 427. 51 TO STA 13450.01 AND
STA 14 4- 94.01 TO STA 15 4- 21.51 .
W
Q
SANITARY SEWER
CONSTRUCTION JOINT
EXTEND TIMBER LAGGING
AS REQ'D TO BE BELO W
BOTTOM OF E�(CAVATION —
AS - BUILT PILE ABUTMENT WALL
I
SANITARY
FOR BARRIER AND FOOTING DETAILS
SEE ATTACHMENT C
1 i-O /l
MIN
I .o
e.�o .� o,ry
111=III-111=III-111
5�,
UNDERDRA I N
o`
8 �
UNDERDRA / N GEOTEXTI L E
8- -?Lk4 EQL SP
12'l I
(�
o
D°• b'
o
LAP 1'--O" MIN ^
U
o.
CONTRACTOR DESIGNED
'
`D
CONSTRUCTION SLOPE_
'701.,
GRAVEL BACKFILL FOR DfRAIN
ic
a
2'r MI N CRUSHED SURFACING
BASE COURSE. AT
CONTRACTORS OPTION, CONCRETE MAY
BE PLACED
DIRECTLY ON NATIVE SOIL
PROVIDED THAT 6" MIN CLR IS PROVIDED
TO REINF
30'- 2" TO (�
OAKESDALE
NOTE
1. THIS DETAIL APPLIES FROM STA 15 415 -4
TO STA 15452,88
SEWER ENCASEMENT
NOTES:
n'
1" FOR ADDITIONAL BARRIER DETAILS, b.
SEE ATTACHMENT E .d
2" THIS DETAIL APPLIES FROM
STA 114 88. 74 TO STA 13 + 27. 51
AND FROM STA 15 + 21.51 TO
STA 154GI.51 , ho
uh
h , h•
.p
EXISTING C.IP. RETAINING WALL
k
CONCRETE CLASS AX FOR
CONCRETE BARRIER, TYPE 4-
2 LO//
30'-0" TO (:P OAKESDALE
O
EL VARIES
44 Q 12" NL � A;°�
3'--O'/ 4 - #4 1211CONTINUOUS
b••
a
3 - #5 CONTINUOUS =°�--
ry CONCRETE CLASS B
FOR FOOTING
CRUSHED SURFACING
B F
V
I.E. 1.40
CONCRETE BARRIER, TYPE 2
30LO'/TO (V OAKESDALE
EL 7.90
CONCRETE GUTTER
1 SLOPE 2
29-1 /l TO (t OAKESDALE rVARI
28/-0'/ TOIT OAKESDALE
:III=III_III ll _III -III=
UNDERDRA IN
SANITARY SEWER
8-#4 EQL SP
LAP 1'-Oli MIN �n
CONTRACTOR DESIGNED
CONSTRUCTION SLOPE
CONSTRUCTION JOINT
211 MIN CRUSHED SURFACING BASE COURSE
SEWER ENCASEMENT AT STA 15+6088)
n-Ts
SANITARY S)EWER
/.E. 1.35
CONTRACTOR DESIGNED
CONSTRUCTION SLOPE -
29.1 / TO (T OAKESDALE
EL 10. 14
CONCRETE CURB E GUTTER, TYPE A
SLOPE 2 0
28/-O'TO (P OAKESDALE
UNDERDRA / N
_ 8"
TYF
C2
i1-111-u1_Ill
.o.
VARIES, 24"38/0 STA 15+98.28
TO Cp OAKESDALE
SEWER ENCASEMENT AT STA
N.T. S"
AS cr�URSE AS BUILT
p • O c�
° r RECORD DRAWINGS
'� • : ,,• • � '. • „ • - " • .. a. , UNDERDRAIN !�A
e Revisions Drawn by M • SPi�Rl. 00 Date —113.61bg
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON1
pC *C, SU THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE
. • , NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION,
a� O j' GO coo / TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE
9°'; a, ENGINEER WILL NOT 8E RESPONSIBLE FOR ANY ERRORS OR
o.� OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE
RECORD DRAWINGS.
� • 9
I
#4 0 12
LAP 1'-O"MIN I1
8 - 4 4 EQL SP
CONSTRUCTION
JOINT
2"M/N CRUSHED SURFACING
BASE COURSE
15+98-28
CITY OF R E N T O N
DEPARTMENT OF PUBLIC WORKS
• DESIGNEI
DRAWN_
EAST BARRIER _ RETAINING WALL
CHECKEC
EAST BARRIER —PILE SUPPORTED WALL
7' &0
FERGUSON & SONS INC 91 704
N.T• S .
G�If�IH I
NO. REVISION BY I APPR. DATE APPROVE
DATE FILE NO.
SCALE FIELD BOOK PAGE—
SHEET OF_
DIPZ:CTOR OF PUBLIC WORKS
�8- 2 • SCANNea MAR 2 8 2303