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CD
W
C\J
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EXIST GRADE
PIPE ANCHOR, TYP
2
C3.03 C3.03
PIPE DIA PER PLAN
ECCENTRIC
REDUCER —
3
C3.03 C3.03
HEAT -FUSED HDPE PIPE, TYP
'O''Aft
�p At
UNDISTURBED SOIL----'
CASING PIPE WITH
ID MIN 1 LARGER THAN
OD OF I NSI DE PIPE
FUSED REDUCER
GALVANIZED MEDIUM A
PI1PE CLAMP
6 x1/4 THICK 1
2
7WYE
�x � LOCA0 CAP TE PER PLAN
EXIST CATCH BASIN
i
CONN TO EXIST CB ON _
SHEET C2.41
GROUND -ANCHORED PIPE WITH SLIP CONNECTION
NTS
C2.219 C2.511 C3.04
GAS SERVICE
SCALES 1" = 10'
HDPE PIPE SLEEVE
SPLIT AT SPRINGLIKE
HDPE PI PE
CONNECTION EAR
(SEE DETAIL BEL
911 - 2 EA. VO GALV. BOLTS &
HEXNUTS, EA. SIDE.
(DRILLED 9110 THROUGH
0 HOLES IN CLAMP)
2"0 HOLE FOR REBAR
CONNECTION EAR DETAIL
211 MIN
BENDOVER
PIPE ANCHOR
NTS
1211 PRE -MF
DRAIN BASI
a
IE _OUT
ASPHALT OR EPDXY
COATED *8 REBAR
DRIVE 5'
INTO
UNDISTURBED SOIL
C2.219 C2.511 C3.04
DIM/COORD POINT
PER PLAN
1211 ROUND DUCTILE
IRON GRATE
FINISH GRADE
PER PLAN
PROVIDE INLET
OUTLET ADAPTORS
.Q AS REQD
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VAPOR BARRIER, SEE ARCH
SLAB ON GRADE
SEE STRUCT
Z
FOOTING
WHERE OCCURS
VLL 1\V 1 L I
C2.41 I C3.04
CAPILLARY BREAK
DRAINAGE BACKFILL
NOTES
1) PIPE AND DRAIN ROCK SHALL NOT BE LOCATED WITHIN THE FOOTING ZONE OF
INFLUENCE
FOUNDATION/UNDERSLAB DRAIN r
C2.21 C3.04 � NTS C2.51 C3.04
R-386315
1 I 2 3
11 HOLE
I.D. LARGER
DIA. PIPE
OUTSIDE DIA. HDPE
FLANGE ADAPTER
IN COMPLIANCE WITH CITY OF RENTON
DARDS
BY. DATE: �
BY* PJF DATE:I
BY: DATE:
BY: DATE:
o �- �o CONSTRUCT OF 9' GALVANIZED
STEEL PLATE, HOT DIPPED AFTER
0 i o DRILLING AND CUTTING
i
0 o O.D. SMALLER DIA. PIPE PLUS X
0 ALIGN BOTTOM OF SMALLER O.D. PIPE
OPENING TO MATCH INVERT OF LARGER PIPE
SECTION A -A
r A X' BOLTS AND HEXNUTS,
HOT DIPPED GALVANIZED
ILN
ECCENTRIC REDUCER
NTS
CUT AND REMOVE
PILES 12" BELOW
GRADE
C2.21, C2,511 C3.04
SOLDIER PILE RETAINING WALL
AT TRASH ENCLOSURE AND RAMP SCALE: NTS
2" EW, UNO
CONCRETE
FACING
%L DRAINAGE
AL, SEE
SECTIONS
TAILS
C2.211 C3.04
D.
WA
2956.4
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PERMIT DRAGS
Drawing Title
SECTIONS AND DETAILS
Drawing scales indicated
apply to 30" x 42" drawing
sheets. Scale may not be
accurate if drawing plots are
less than this size.
Revisions
Number Description Date
Permit 1 9/25/2015
Drawn by
TDY
Checked by
SDH
Date
9/29/2015
Project No
212033
Consultant Project No
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