HomeMy WebLinkAboutSWP2702271.3N 0 TES:
1. PIPE SHALL BE CONSTRUCTED TO M 1INTAIN
POSITIVE DRAINAGE NO BELLIES OR ,AGS.
2. PROVIDE 12" BEDDING BENEATH CATCH BASIN STRUCTURE.
3. STANDARD PLAN 4032A FOR PAVEMENT REPAIR. PROVIDE
TOP SOIL & SEED IN LAWN AREA, HYDROSEED AROUND
OUTLET STRUCTURE, AND ADJACENT PIPE TRENCH AREA.
REPLACE PAVEMENT OR LANDSCAPING TO MATCH
EXISTING. 1 DEPTH OF TOP SOIL IN LANDSCAPING
AREA. PAVING DEPTH TO MATCH EXISTING SECTION.
5/„ I._.
8
I.D. LARGER
DIA. PIPE
j z or
0
N UU
EXISTING GRADE
u
u
12" �I CONTROLLED DENSITY FILL IN UPPER TRENCH OR
(TYP.) COMPACT NATIVE BACKFILL IN LOWER TRENCH
PIPE
TYP. HDPE PIPE TRENCH DETAI
SECTION A —A
N. T. S.
"'SIDE DIA. HDPE FLANGE ADAPTER
CONSTRUCT OF 3/8" GALVANIZED
STEEL PLATE, HOT DIPPED AFTER
DRILLING AND CUTTING
J.D. SMALLER DIA. PIPE PLUS 1/2"
ALIGN BOTTOM OF SMALLER O.D. PIPE
OPENING TO MATCH INVERT OF LARGER
PIPE
LATERAL PIPE
SEE DETAIL B
ECCEN TF
SEE DET
►_1
L—A
ECCENTRIC REDUCER DETAIL
1 C" nl A IJnnr nl nc nl A A 0
GALVANIZED MEDIUM PIPE CLAMP
6" X /4" THK.
LATERA
TS AND HEXNUTS,
D GALVANIZED
I \/"1UIVJ 1IUrL rlrL
PER MANUFACTURERS
RECOMMENDATIONS (TYP.)
IP CONNECTION ASSEMBLY C
N.T.S.
SWA-27-227/
PIP
A - —I
A --i
"^^r plpF SI FFVF SIR .39 .�
T Al
Ph
2" MIN. BENDOVER
USE GALV. FENCE
RAIL CLIPS
ONNECTION EAR
3EE DETAIL BELOW)
ASPHALT OR EPDXY COATED #8 REBAR
)RIVE 5' INTO UNDISTURBED SOIL
SECTION A —A
0
M C
2 EA. — 1 /2" 0 GALV.
BOLTS & HEXNUTS, EA.
SIDE. (DRILLED 5/8"0
THROUGH HOLES IN CLAMP)
'2" DIA. HOLE FOR REBAR
CONNECTION EAR DETAIL
ANCHOR A
N. T. S.
FLOWABLE CDF
EXISTING GROUND SURFACE
MBLY DETAIL B
ZERO SLUMP CDF OR LEAN MIX (20'
REPLACE TOPSOIL & LANDSCAPE
CONTROLLED DENSITY FILL (CDF)
I NEW 18" HDPE PIPE
S=.02 F /FT j l l !, l l 7 / I
6" BEDDING CDF cr_
cn
m UNDISTURBED
N SOIL
z
w
m
20'
SLOPE INTERFACE DETAI
N. T. S.
E N T R A N C 0
ENGINEERS SCIENTISTS PLANNERS SURVEYORS
WASHINGTON ARIZONA IDAHO
2"
18" x 16" FABRICATED HDPE PLATE REDUCER
NEW 16" HDPE PIPE
POST SPACING 6'-0" (TYP.)
T 1" x 3" CEDAR PICKETS (TYP.)
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SPACING (TYP.)Uj
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GROUND LINE
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PICKET FENCE DETAIL
N. T. S.
POST CAP (TYP.) I o
— PRESSURE TREA TED
4x4 POST (TYP.)
2x4 (TYP.)
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RECOMMENDED
FOR APPROVAL
IY
by
BY
D CITY OF RENTON
� W ' JLy'� DEPARTMENT OF PUBLIC WORKS
HIGH AVENUE SOUTH
STORMWATER OUTFALL IMPROVEMENTS
TYPICAL DETAILS
289
P0A �GI .��� DESIGNED: BWJ W DATE: 7/10/96 FILE NAME:HADETI.DWG
�SSIoNA 8��1 DRAWN: KAK
.t SCALE: N.T.S. FIELD BOOK: PAGE:
CHECKED: JWM
LE7mB 10 3 r NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 4
DIRECTOR OF PUBLIC WORKS
IN
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