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1
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TYPE 2 CATCH
OR MAI
DIAGONAL BARS
(2)#6 (4) PLAC
EXTEND 1'-O"
THE CATCH BAD
q
OPENING
TOP RE NFORCEMENT PLAN
SCALE: 1 /2" = 1 '-O"
#5@6"
PLASTIC OR '
POLYETHYLENE BARRIER
TYP.
6" MIN CRUSHED ROCK
COMPACTED TO 95%
PER ASTM D-1557
#4@8" RADIALLY SPACED
AROUND OPENING
DATUM NOTE:
PLANS PREPARED USING NGVD 29 AS THE
VERTICAL DATUM. TO CONVERT TO NAVD 88
ADD 3.556 FEET TO ALL ELEVATIONS.
2'-10" _1_ 2'-11"
2'-3„
2" CLR
TYP
4'-0"
5'-0"
C�'77
L 3x3x1 /4 W/ 1 /2 DIA. BY 4" HEADED ANCHOR
STUDS EVENLY SPACED @ 60" O.C. W/ NO LESS
THAN (6) STUDS PER LENGTH OF ANGLE
AROUND THE PERIMETER OF THE OPENING
RE NEORCED SLAB — SECTION
SCALE: 1 /2" = 1 '-O"
q OPENING
I
,/-#4'S@8" RADIALLY SPACED AROUND
S286
#4'S@8" RADIALLY SPACED AROUND
OPENING
-FOR TOP REINFORCEMENT
SEE PLAN
FINISHED GRADE
�oo�000
2 Of I
J
C�
-FOR BOTTOM REINFORCEMENT
SEE PLAN
-3" COMPRESSIBLE
STYROFOAM
TYPE 2 CATCH BASIN. SEE
CIVIL DRAWINGS FOR DETAILS.
S286
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
ORIG
737 MAX FLIGHTLINE UTILITIES —APRON A Cl PROJECT
RT
MJM
04.13.16
—
APRON A Cl PROJECT — SITE DCN-06
RT
MJM
09.27.16
—
CITY OF RENTON PERMIT REVIEW COMMENTS
RT
MJM
05.23.16
—
RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES
RT
MJM
10.28.16
—
APRON A Cl PROJECT — SITE DCN-01
RT
SD
06.13.16
—
APRON A SITE STORMWATER IMPROVEMENTS-30%
RT
MJM
01.17.18
—
APRON A Cl PROJECT — SITE DCN-02
RT
SD
07.19.16
—
APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC
RT
MJM
07.14.20
—
APRON A Cl PROJECT — SITE DCN-03
RT
SD
08.05.16
—
APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS
RT
MJM
09.29.20
TYPE 2 CATCH
OR MAI`
DIAGONAL BARS
(2)#6 (4) PLAC
EXTEND 1'-O"
THE CATCH BAD
`A
BOTTOM REINFORCEMENT PLAN
SCALE: 1 /2" = 1'-0"
NinT[�_-
SEE STRUCTURAL GENERAL NOTES SHEET S285
FOR DESIGN CRITERIA, SPECIAL INSPECTION
REQUIREMENTS, MATERIALS AND GENERAL
DESIGN, AND CONSTRUCTION INFORMATION.
J . ACCEPTABILITY R. TEMPLADO
oy WAskITT� THIS DESIGN AND/OR CHECKED
�� SPECIFICATION IS APPROVED M. METTLER
ENGINEER
APPROVED BY DEPT. DATE M. METTLER
CHECKED
D. MURATA
36769 4 APPROVED
��•�� �ECI STER�1$�� ' N —
`SSIONAL E� APPROVED
Jq OPENING
S286
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PERMIT SUBMITTAL
DESIGN BY DOWL
R-413742
M L SUBTITLE
09.29.20 48 INCH - MH REINFORCED CONCRETE COVER
09.29.20
09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7)
09 SITE 05-YD
STRUCTURAL MASTER
RENTON, Wq I DWG NO.
��OWL
1ivilli lEti3:111.
S286
DATE 09.29.20
05-APRON-A-S286
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