HomeMy WebLinkAboutD-2271041" DIA.
AIR VEA
EXPOSE
3" MAX. GROUND SURFACE
1" RETURN
1" DIA. HDPE (FL x PE)
AIR VENT AND FITTINGS X.
5 EA. - 1 "x%" STAINLESS
STEEL SUPPORT STRAPS
AND 2" x % STAINLESS
STEEL EXPANSION BOLTS. 3'
MAX. SPACING
NOTES:
1) ROUND SOLID LOCKING COVER MARKED " DRAIN" WITH
LOCKING BOLTS. SEE KCRS DWG 49 & 50
2) CORROSION RESISTANT METAL PARTS.
3) HYDROSEED AROUND OUTLET STRUCTURE /�9
AND ADJACENT PIPE TRENCH AREA. C
OF PIPE BARREL
d
CORE DRILL & WELD
�
AIR VENT TO PIPE
o
�n
I FUSE INTO 18"
HDPE PIPE
z
DEFLECTOR PLATE
METAL FLANGE 0
TD 9S
i
�s �Fn
0 RING
Fss
I I
I I
EPDXY STUD AND NOT
(TYP.) •� tij,Q'P
/2" HDPE DEFLECTOR PLATE -FUSE
TO OUTSIDE EDGE OF PIPE
I
NEW HDPE PIPE
_
I
FUSE MOLDED
Z
FLANGE ADAPTOR
ON END OF NEW PIPE
- / \ INSTALL AIR VENT AND DEFLECTOR
W
�v
� DIA. HDPE 18
"
CORE CUT HOLE IN ;{ PLATE AT CB#1 SEE DETAIL G
MANHOLE WALL AND
PACK WITH GROUT
FRONT
PROFILE
DEFLECTOR PLATE AND
N. T. S.
AIR VENT DETAIL
E
IL HDPE CB CONNECTION DETA
N.T.S.
WIRE MESH SUPPORT FENCE (TO BE
LOCATED ON THE DOWNHILL SIDE OF
FILTER FABRIC)
-
WIRE MESH FENCE
FOR FILTER FABRIC
FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS 7.
FILTER FABRIC
USE STAPLES OR WIRE RINGS TO ATTACH FABRIC -
- MATERIAL
o
I
o
TO WIRE MESH SUPPORT
HDPE A
-
SEE DE
GROUND SURFACE
PROVIDE WASHED GRAVEL
BACKFILL, 31q " -3" IN TRENCH °o g
\\ \�\ \��j�\
BURY BOTTOM OF FILTER MATERIAL
AND ON BOTH SIDES OF FILTER o°
IN 8" x 12" TRENCH
FENCE FABRIC ON THE SURFACE
S" MIN.
-BURY BOTTOM OF FILTER
I
MATERIAL IN 8 "x12" TRENCH I
N
6' -0" MAX.
2 "x2 %5' WOOD POSTS.
STANDARD OR BETTER
OR EQUIVALENT -
E N T R A N C O
ENGINEERS • SCIENTISTS • PLANNERS • SURVEYORS
WASHINGTON ARIZONA IDAHO
5IMp- 27 -2271
TEMPORARY SILT FENCE DETAIL I„I
N. T. S.
rA r r r r I Af r r r r r I g
19 18 17 16 15 14 13 12 11 10 9 8 7 6
2 "x2 "x5' WOOD POSTS.
STANDARD OR BETTER
OR EQUIVALENT -
P
ROCK BLANKET
SLOPE TO MATCH EXISTING
DRAINAGE COURSE
LIGHT LOOSE RIPRAP
I. 4`MIN. 8' MIN.
(TYP.) I
ft
Ic
3
z
FILTER FABRIC LINER
UNDER ROCK
SECTION A
TRASH RACK ( 1" DIA GALV. STEEL BARS
4" SPACING) ATTACHED WITH X12" DIA.
MANHOLE COVER FLUSH EXPANSION BOLTS TO SIDE OF STRUCTURE
WITH TOP SLAB OVER WEIR OPENINGS.)
STEP LADDER SAW CUT WEIR OVERFLOW
D �
ALIGN WITH EXISTING DRAINAGE COURSE
72" TYPE 2 CB
�i
N EXISTING GROUND SURFACE
INNECTION DETAIL
2 ROCK BLANKET
T SLOPE TO EXISTING
I} DRAINAGE COURSE
SECTION 8 QUARRY SPALLS FIRMLY SEATED
INTO UNDERLYING SOIL
OUTLET STRUCTURE
N.T.S.
AD -, 227,1
tRRSCOMMBNDED
FOR APP bV
BY 7 -1 ?-9L
BY CITY OF REN
DEPARTMENT OF PUBLI,
`~ -- HIGH AVENUE SO
STORMWATER OUTFALL IMP
A I I A I I I A I I I Ii i I I I I i
R 18 05 10
B 6 7 8 9 10 11 12 13 14 15 16 17 18