HomeMy WebLinkAboutD-314605N
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3/4" DIA. SMOOTH BARS WITH ENDS
WELDED TO BAR FRAME
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PLAN VIEW
PIPE COUPLING
OR JOINT (CPEP)
NOTES:
1. CMP end— section
(or CPEP smooth wall interior)
2. All steel parts must be galvanized
and asphalt coated (Treatment 1
or better).
2 "X5" ANCHOR STRIPS WELDED TO 3/4" DIA. BAR —FRAME
(4 PLACES) SPACED UNIFORMLY, FASTEN WITH 1/2" GALV.
OR NON— CORROSIVE BOLTS & NUTS.
t' MIN 3/4" DIA. 4" O.C. BAR
BAR —FRAME SPACING
T ° 0
1 r
I_ 3 "
BEVELED PIPE
END SECTION ( —5" FOR 18" DIA. END VIEW
5 " -8" FOR 24" DIA.
SIDE VIEW 7"-9" FOR 30" DIA. AND GREATER
DEBRIS BARRIER — BASED ON STD PLAN 223.10
2" HMA CLASS 1/2"
OR ACE CLASS B
HMA OR ACP CLASS B
SEE BELOW FOR
MINIMUM STANDARDS*
6.5' MIN.
1' 1' 2.5' 1 T MIN MIN r MIN MIN
2" GRIND OR SAWCUT AND REMOVE,
SEAL WITH AR -4000W
6" CRUSHED SURFACING TOP COURSE
COMPACT TO 95% MODIFIED PROCTOR
*MINIMUM STANDARDS SHALL BE:
PRINCIPAL /MINOR /COLLECTOR, ARTERIAL
AND INDUSTRIAL ACCESS STREETS — 6" HMA OR ACP CLASS 'B'
RESIDENTIAL ACCESS STREETS — 2" HMA OR ACP CLASS 'B'
THICKNESS SHALL NOT BE LESS THAN EXISTING PAVEMENT SECTION
TYPICAL TRANSVERSE
FLEXIBLE PAVEMENT
BACKFILL MATERIAL
CRUSHED SURFACE TOP COURSE,
OR AS REQUIRED BY ENGINEER,
COMPACT TO 95% MOD. PROCTOR
PIPE ZONE BEDDING PER
WSDOT STANDARD SPECIFICATIONS
FOR TYPE OF PIPE,
OR AS REQUIRED BY ENGINEER
PATCH FOR
BASED ON STD PLAN 110 (NTS)
RECOMMENDED
FOR APPROVAL
BY DANIEL CAREY 6/29/10
BY
CATCH BASIN TYPE II, 48" BASE SECTION
OVERFLOW GRATE per STD. PLAN 234.30
OR EQUIVALENT
REVIEW CB LOCATION WITH CITY BEFORE
PLACING. ADJUST LOCATION AS NEEDED
TO FIT EX. SLOPE.
O
395.80 - ->
DEBRIS BARRIER — II
CPEP END SECTION, SEE DETAIL
MATCH EX. CULVERT IE
APPX -3+2.Cr —�
392.5
REBUILD DISTURBED SLOPE 2H:1V (MIN)
TAPER TO BLEND INTO EXISTING SLOPE
SURFACE WITH 6 TO 8 INCHES OF QUARRY SPALLS
O
< -- 392.35
12 "MIN.
PIPE ZONE MATERIAL PER TRENCH BEDDING DETAIL �_� --
QUARRY SPALL FOUNDATION, IF NEEDED
CULVERT END AND CB GRATE
NEW 24 "CPEP
TOP OF SLOPE
— EL 398
IF APPX 3 9x2- 5-392.30
(0.10' LOWER THAN CULVERT IE)
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, N 1 ADDED AS —BUILT INFO, DWC 12/8/10 DWC Havaol�urw Nn ±s'eDiaa,
AL REMOVED OLD INFO, OLD CONSTR. NOTES, CLEANED UP DRAVI NG. MON. As Noted
ORIGINAL PLAN STAMPED DWC
Daw:
AND SIGNED 6/30/10 DWC oNE ,NCH DATUM
BY: RONALD J. STRAKA a.—ECM: nr Fva Sca>:
PE/% 29727 RJS, DWC IF NOT ONE INCH
EXPIRES 10/16/11 NO. REVISION BY DATE APPR PPE JS scuE aCCDNCH.,
D=3 14605 Michael SURVEY BY: AS -BUILT
Michael R. Dewitt, PLS #36795,
Redline Plans Stamped on 10/5/2010
CITY OF
RENTON
Planning /Building /Public Works Dept.
(2&: DR ,?f 05
NE 5 th G T
UNION AVE NE
STORM SYSTEM REPAIR
DETAILS
DI-
10 -21
-10
F..W
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