HomeMy WebLinkAboutTED4003246.18REVISIONS
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BORI
FILLE
PLAN
.EC. 157 TWP. 23 N., RNG. 5 E., W.M.
-RAP PAD
2 MAN ROCK)
EDGE OF STREAM
STANDARD LOCKING GRATE
\ SECONDARY OUTLET)
EL.=388.6 ' 8•/8L� P�
54" UNIT "R" \ \ RISER BRICK OR
TOP SLAB \ ADJUSTMENT RINGS AS
_ REQUIRED.(TYP.)
T�
BORING CASING \ JAILHOUSE WIER (3/4"OSMOOTH BARS AT 4"O.C.)
FILLED WI TH CDF o° o 0 0° o 0 0 0° (PRIMARY OUTLET)
P° \ HEIGHT=6"
LENGTH=4.00" RIP -RAP PAD
12" FROM 4 8 I.E. = 386. v ° (GROUT AROUND FRAME AS NEEDED) (1-2 MAN ROCK)
CB 20F= -483.16 o EX. GROUND TO EDGE OF STREAM
I.E. =38-68- _
STANDARD GALV. C.B. v o ° — _
LADDER STEPS (TYP v °
ORDINARY HIGH
395
390
_ EL. 383.8
0 2' o o — MAPLEWOOD CREEK
v ip,
° 1
TYPE 11 C.B.
vv
NOTE. ALL METAL PARTS SURFACES MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR COMPLETE CORROSION
PROTECTION MUST BE ASSURED,
ENERGY DISSIPATION OUTFALL - CB 21
NOT TO SCALE
314" DIA, SMOOTH BARS 15TYP (SEE NOTE 1)
EQUALLY SPACED (4" O.C. MAX) HOOK CLAMPS (4) PLACES EVENLY
A 1A SPACED SEE DETAIL BELOW
L J/'1
PLAN SVIEW
NOT TO
LOWER STEEL BAND 3/4" THICK X 4" WIDE
FORMED TO FIT IN GROOVE OF C.B. RISER
TYPE 2
�- PROVIDE MAINT. ACCESS BY WELDING (4) CROSS
BARS TO (4) VERTICAL BARS AS SHOWN, HINGE
UPPER ENDS WITH FLANGES/BOLT AND PROVIDE
LOCKING MECHANISM (WITH PADLOCK) ON LOWER END.
LOCATE LADDER STEPS DIRECTLY BELOW.
3/4" THICK X 4" WIDE LONG SMOOTH BARS
WELDED TO UPPER AND LOWER BANDS (24
BARS EVENLY SPACED SEE NOTE 1.)
\UPPER STEEL BAND
3/4" X 4" WIDE
I- 24" SEE NOTE 1
NO fi M SCALE
SMOOTH
VERTICAL
BARS -
HOOK CLAMP C.B RISER
ANCHORED TO
C.B. RISER
DETAIL HOOK CLAMP
NOTES
1. Dimensions are for installation on 54" dia. L.B. For different dia L.B.'s adjust dimensions to
maintain 45angle on "vertical" bars and 7" O.C. Max, spacing of bars around lower steel bond.
2. Metal parts: corrosion resistant, Steel parts galvanized.
3. This debris barrier is also recommendedfor use on the inlet to roadway cross —culverts with
high potential for debris collection (except on Type 2 streams).
���a�YADOPTED
CITY OF RENTON
Standard plans
LST DATE: 12196
0 VERFL 0 W STRUCTURE — CB 20
DWG. NAME : BR 13
SP PAGE B040
NOT TO SCALE
F,
10"
II 9'1I
8„ 1„
I --15— 1„ I 2
4
SECTION A —A
8 T 11"
4
-I I.2„
SECTION B—B
CAST IRON RING AND COVER
•
NOTES
1. All cleonouts sholl be Inland Foundry Co. Inc. No. 247.
2. IN unimproved areas, pour a 1'-0" thick, 2'-0" square
concrete, class 3000, pod around the ring and cover.
3. In asphalt roadways, restore around cleanout ring and cover as
required by standard detail drawing BR36.
CONCRETE —
CLASS 5000
12"0
FIBER JOINT
PACKING
45' (118) BEND
PIPE MATERIAL AS
SPECIFIED BY THE
ENGINEER
Y o ADOPTED
CITY OF RENTON
�F N Standard plans
LST DATE. B076
6 INCH OR 8 INCH CLEANO UT
DWG. NAME : 0412003 SP PAGE : BW 18B
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
l�J
4-3/4"
OUTFALL PROFILE
1 "=20' H
1 "= 5' V
"AS-BU/CT "
"14
6ILS
3' 10.0' (MIN.) _ 3' 1' MIN, FREEBOARD
TOP OF BERM ELEV. =394.0
` MAX. ut�iCi`vl=U
W.S. ELEV. = 393.0
PROVIDE 6" WIDE x 18" DEEPj L
6" MIN, DEPTH QUARRY SPALLS - SPALLS SHALL
x 16' LONG CONCRETE BE LAID IN TWO OR MORE LAYERS AND HAVE ONE
FACE WITH A MIN. DIMENSION OF 4",
SPILL WA Y.
TOP ELEVATION: 393.0
BOTTOM ELEVATION: 391.50
QUARRY SPALLS SHOULD BE
INSTALLED ON BOTH SIDES OF
WEIR TO THE SAME TOP
ELEVA TION.
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
RECOMMENDED
FOR APPROVAL
BY: of
BY:
NA L '
EXPIRES: MAY 6,
2007
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rPROJECT NO.:
02054
DRAWN BY:
AA/JGC
ISSUE DATE:
03-07-05
SHEET REV.:
I
06-13-05
STORM DRAINAGE
DETAILS
02054DT03-C21
C21
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