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CAST CONC AROUND PIPE WHEN
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6'-0" ID PIPE
PRECAST CONC PIPE
3
EXISTING
CULVERT
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#5
(2)#7 HOOP BARS EF
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STAGGERED.)
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18
PIP
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WEST MH
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#5 WALL REBAR
6"
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12"
#5x C @12"
DETAIL
SCALE: 1" = 1'-O" —
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PRECAST
CONCRETE PIPE DOWELS
DETAIL 5 DETAIL 6
SCALE: '� 11 1'-O" — - SCALE: 1" = 1'-O"
SURVEYED: KPG
BRIGHT ENGINEERING, INC.
DRAWN BY: E.THOE STRUCTURAL & CIVIL ENGINEERING
,
DESIGN BY: P.HEATHCOTE 1809 7TH AVENUE
SUITE 1100
CHECK BY: A.BRIGHT SEATTLE, WA 98101
PROJ MGR: JF (206) 625-3777
_ FAX: (206) 625-1851
' . ,t
FILE: 130.dw
NUMBER REVISION DESCRIPTION BY APP. DATE 9
12'-0" SQ MAT
IE 17.4
12" CONCRETE WALL
FOR 96" ID MH
WEST MH
BASE PLAN
SCALE: 1 /4" = 1'-O"
12"
#4xC @12"--\
EPDXY #4x1'-2" @ 18°
DOWELS TOP &SIDES
EXIST CULVERT
4--t
PRECAST
CONCRETE PIPE
6"
G�
\ QW,
k�
\ �'\
EXISTING
CULVERT
#5@12 EF, EW (CURTAIL @
6'-0" DIA PRECAST PIPE)
6'-0" DIA PRECAST PIPE
3" (2)#7 CONT
�— TOP
Of
w
_41Or
9,
-#4 @12"
-EPDXY #4 x 1'-2" @ 12"
DOWELS W/ 5" EMBED
RADIALLY AROUND PIPE DOWN
TO GRADE
DETAIL rY�
SCALE: 3/4" = 1'-O" —
GROUT HOLE
o AS REQ'D
H
I I I
I
w
#4
(2)#5x3'-9"
BID
DOCUMENTS
1'-0"
GROUT SOLID
11'-4" SADDLE
#7
DETAIL , 7
SCALE: 1" = 1'-O"
CITY OF RENTON
Public Works Department
APPR OR CONSTRUCTION
, .� DATE:
BY: XX _
4(x%l0_/'/Z
;�`��
4"
7" PROJECTION I _ 319
TYP
1Y" RADIUS
TYPICAL ,
1" MIN
"DIA STAINLESS
STEEL RUNGS (ASTN
A240, TYPE 304)
#5@8" MAX
#5 HOOP BARS @
(TERMINATE AS RE
(TOP RUNG AT WEST MH)
J
L
I
STEEL LADDER RUNGS
DETAIL
SCALE: NTS TYP
12"_ DIA OR �_ARGER PIPE COLLAR
DETAIL q.
SCALE: 3/4" = 1'-O" ---
#5@12" PARTIAL HOOP
BARS W/ 3" COVER -
10" EMBEDMENT —�
•
#5 HOOP BARS, EF
DETAIL343027g
SCALE: 3/4" = 1'-O" —
RAINIER AVENUE S (SR 167)
S G RADY WAY TO S 2 N D ST
STRUCTURAL DETAILS FOR
WEST BOX CULVERT ACCESS MANHOLE
-PRECAST CONCRETE
PIPE
-WATERSTOP
9 91
#5x [_ 912" BARS s
#5@12"
DRAWING NO.
130
PROJECT NO.
TED403430
FED AID NO.
-CM0167(043)
DATE:
NOV 2011
SHEET N0. 130 OF 304
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