HomeMy WebLinkAboutTED4002165.14SECTION 18, TWP 23 N, RGE 5 E, W.M.
6" MIN. CB DIA.' VARIES
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6 M
6" M 1
FRAME & GRATE
SEE NOTES BELOW
ADJUSTMENT SECTION
MODIFIED STEP
TOP SLAB COVER
STEPS OR LADDER
MAX. PIPE SIZE MAY BE LIMITED
BY PIPE CONFIGURATION
C.B. DIA.
MAX. KNOCKOUT OR CUTOUT HOLE SIZE
54"
36"
6 0"
42"
72
48"
96
60"
CAST IN PLACE BASE
OR PRE —CAST BASE
1. FOR CATCH BASIN MATERIAL SPECS. SEE STANDARD SPECIFICATIONS.
2. ALL TYPE II CATCH BASIN EQUIPPED WITH OPEN GRATES SHALL BE LOCKING TYPE. SEE DETAIL 3.6.5.
3. ALL TYPE II CATCH BASIN NOT IN PAVED AREAS SHALL BE EQUIPPED WITH SOLID LOCKING LID AND
SHALL NOT FUNCTION AS CATCH BASIN. OLYMPIC FOUNDRY #SM60 SOLID D/T OR EQUAL (SEE DETAIL 3.6.6).
4. CATCH BASIN SHALL BE SET SO STEPS ARE DIRECTLY UNDER OPENING (STEPS SHALL BE INCLUDED).
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ORDINARY PIPE
BEDDING FOR 4" PIPE
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"
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CONCRETE ENCASEMENT
DATE REVISION I BY APPR'D
BEDDING GRAVEL
COMPACTED
FOUNDATION GRAVEL
IF REQUIRED
CONCRETE
FOUNDATION GRAVEL IF REQUIRED
DATE REVISION 1BY APPR'D
CATCH BASIN TYPE II
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 7/89
DWG. NAME: BR-01
Fi'Y_'♦T :L /dryK,
SP PAGE: B027
ORDINARY PIPE BEDDING
FOR 6" AND LARGER PIPES
PIPE BEDDING CLASSES FOR P.V.C. PIPE
ADOPTED
CITY OF RENTON
Standard plans
mo LST DATE:12/15/91
DWG. NAME: BR09 SP PAGE: B003
� A
N
1-5/8"
0
SEAL WITH AR 4000 AND
DRY SAND AFTER PATCHING
PATCHED AREA
PLAN
A r� 1'—OiT-4 OUTSIDE DIA.�I if-0'�I
SECTION A -A
2" A.C. CLASS "G"
4" CONCRETE
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER
OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING
CONCRETE BLOCKS.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH
PAVEMENT SURFACE WITH 2" OF A.C. CLASS "G".
TYPICAL UTILITY COVER ADJUSTMENT FOR
SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SECTION 7-05.3(1). PAVEMENT OR OVERLAY
GATE TO BE LOCKED DOWN WITH (2)
5/8" STAINLESS STEEL SOCKET
HEAD CAP SCREWS
PAD 1-1 /2"x 3/4"x 1 /6"
THICK 8 RE UIRED
Iri���til■I! i �� � �
I � �
DATE REVISION 1BYIAPPR'D
—3/
't ADOPTED
+ CITY OF RENTON
Standard plans
LST DATE:12/15/91
DWG. NAME: BR36 SP PAGE: B001
—3/4"
GRATE (DUCTILE IRON)
24" PAD 1-1 /2"x 3/4"x 1 /8" FRAME
THICK (8 REQUIRED) NON —LOCKING (OLYMPIC FOUNDRY #SM60 OR EQUAL)
GRATE (DUCTILE IRON) B—B
I-KAMt
NORMAL TO BAR 3/4" - �-- 1-3 4"-I
1 /8 '
NORMAL TO BAR 1 /2'=1 f 1-3 4"
1-3/4>> 1-5/8"
2-1/2'-1 C—C
-3/4" rrr 1— 5/8"
1 8" 1-1-1/4"
[4--5/8"
A —A
NORMAL TO BAR 3/4"-(-- 1-3 4"-I J1
-j
1/801
J
NORMAL TO BAR 1 2" I— 1 13 1 f
1-5/8'
1-3/4"
2-1 /2" C—C
3/40$ 3/41
1
1 8.i Ffr115//4"
3-1/2"
4-1 /2" r125/4' 7/8„ 1-5/8"
A —A
CATCH BASIN FRAME AND GRATE DETAILS
ALL TYPE II CATCH BASINS REGUIRE
LOCKING TYPE FRAME & GRATE. ADOPTED
CITY OF RENTON
LOCKING (OLYMPIC FOUNDRY #60 D/T OR EQUAL) ' `
Standard plans
T LST DATE:12/15/91
DATE I REVISION IBYIAPPR'D DWG. NAME: BR18 SP PAGE: B020A
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rrr��a 5/28/ 1 S
CITY OF RENTON
DEPARTMENT OF PUB; SIC WORKS
FRED MEYER
RENTON CENTER
DETAILS
DESIGNED: DATE: 8/8/94 FILE NAME: 94058
2 PER CITY/ARCHITECT COMMENTS DEL HAF 8/12/94 DRAWN: SBK
1 REVISIONS PER CITY COMMENTS DEL HAF 7 14 94 CHECKED: HAF SCALE: AS NOTED FlELD BOOK: PAGE:
NO. REVISION BY APPR. DATE APPROVED: SHEET:C-2� 0F: 3(,
DIRCCTOR OF PUELIG WORKS
Leonard, Boudinot & Skodie Inc.
PROFESSIONAL ENGINEERS & LAND SURVEYORS
603 South First Street; P.O. Box 1228
Mount Vernon, WA 98273
Tel: 206-336-5751 Fax: 206-336-3981