HomeMy WebLinkAboutD-227107NOTES:
1. PIPE SHALL BE CONSTRUCTED TO MAINTAIN
POSITIVE DRAINAGE NO BELLIES OR SAGS.
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.
LID
12"
(TYP.)
GRADE
ri
H
N � W
o
v
`— CONTROLLED DENSITY FILL IN UPPER TRENCH OR
COMPACT NATIVE BACKFILL IN LOWER TRENCH
PIPE
TYP. HDPE PIPE TRENCH DETAIL
N. T. S. /1
5 /g" TSIDE DIA. HOPE FLANGE ADAPTER
I.D. LARGER
DIA. PIPE
CONSTRUCT OF 3/" GALVANIZED
STEEL PLATE, HO DIPPED AFTER
WOD.
DRILLING AND CUTTING
6" BEDDING CDF j
� UNDISTURBED � � � � �
18'" 16" FABRICATED HOPE PLATE REDUCER J'.
. SMALLER DIA. PIPE PLUS 1 /Z"
z
ALIGN BOTTOM OF SMALLER O.D. PIPE
Z
OPENING TO MATCH INVERT OF LARGER
SECTION A-A
PIPE
LATERAL PIPE
SEE DETAIL B
ECCENTR
SEE DE7,
GALVANIZED MEDIUM PIPE CLAMP A
6" X /4" 7HK. 7
SECTION A —A
9„ 2 EA. — 112" 0 GALV.
BOLTS & HEXNUTS, EA.
7HROUGHI HOLES IN CLAMP)
N o
2"
2" DIA. HOLE FOR REBAR
CONNECTION EAR DETAIL
2" MIN. BENDOVER
ONNECTION EAR
'EE DETAIL BELOW)
ISPHALT OR EPDXY COATED #8 REBAR
IRIVE 5' INTO UNDISTURBED SOIL
LATERAL PIPE ANCHOR ASSEMBLY DETAIL*
1/2" BOLTS AND HEXNUTS,
HOT DIPPED GALVANIZED
F—A D
II
II
LA
ECCENTRIC REDUCER DETAIL
SLIP CONNECTION ASSEMBLY n�
SWA -27 -2271
I FLOWABLE CDF ZERO SLUMP CDF OR LEAN MIX (20')
I
EXISTING GROUND SURFACE --\
REPLACE TOPSOIL &LANDSCAPE
I , , , , , , , i , , i , , i , , , , I , , i , ,i, f— CONTROLLED DENSITY FILL (CDF)
USE GALV FENC
RAIL CLIPS
o �
M
POST SPACING 6' -0" (TYP.) I ^^
CAP (TYP.) g
SSURE TREATED
POST (TYP.)
PICKET FENCE DETAIL
2x4 (TYP.)
�iu
NEW 18" HOPE PIPE
6" BEDDING CDF j
� UNDISTURBED � � � � �
18'" 16" FABRICATED HOPE PLATE REDUCER J'.
SOIL
z
Z
NEW 16" HDPE PIPE
m
'RECOMMENDED
zo'
FOR APPROVAL
3Y
3Y
8y —
SLOPE INTERFACE DETAIL
N.T.S. ®
W. j'�d'
CITY OF RENTOIS
DEPARTMENT OF PUBLIC WI
HIGH AVENUE SOUTH
STORMWATER OUTFALL IMPROVE,
E N T R A N C O
TYPICAL DETAILS
ENGINEERS •SCIENTISTS •PLANNERS •SURVEYORS
o X289 2a6e
DESIGNED: SWJ W DATE: 7/10/96 FILE NAM
WASHINGTON ARIZONA IDAHO
DNA BNOl
DRAWN: KAK
CHECKED: JWM SCALE: N.T.S. FIELD 8001
cura�a IO 3 �1�
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