HomeMy WebLinkAboutR-4137431
1
W
TYPE 2
C
Ell
DIAGONAL BARS
(2)#6 (4) PLAC
EXTEND 1'-0"
THE CATCH BAS
OPENING
TOP REINFORCEMENT PLAN
SCALE: 1/2" = 1'-0"
#5@6" 2'-4" 2'-11"
4"
Of
o� o
00
n
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" CLR
TYP
11
A
I, J
5'-0"
5'-10"
0
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
REINFORCED
SCALE: 1/2" = 1'-0"
SLAB - SECTION
OPENING
S287
-#4'S@8" RADIALLY SPACED AROUND
OPENING
FOR TOP REINFORCEMENT
SEE PLAN /-FINISHED GRADE
zf� Z� L
J
U
FOR BOTTOM REINFORCEMENT
SEE PLAN
-3" COMPRESSIBLE
STYROFOAM
-TYPE 2 CATCH BASIN. SEE
CIVIL DRAWINGS FOR DETAILS.
S287
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'-0"
THE CATCH BAS
Q� BOE/NG`
ri-
OPENING
10'-3"
2" 2,-4" 2,-8" 1 2,-4" 2'-6„
(8)#8@4" (5)#8@8" (8)#8@4" (6)#8@6"
BOTTOM REINFORCEMENT PLAN
SCALE: 1/2"
SEE STRUCTURAL GENERAL NOTES SHEET S285
FOR DESIGN CRITERIA, SPECIAL INSPECTION
REQUIREMENTS, MATERIALS AND GENERAL
DESIGN, AND CONSTRUCTION INFORMATION.
J.
ACCEPTABILITY
R. TEMPLADO
CHECKED
M. METTLER
WAS hrIT�
L �a
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
ENGINEER
M. METTLER
APPROVED BY
DEPT.
I DATE
CHECKED
D. MURATA
I6769 �Q
f STER��1$�
NA L E�
APPROVED
-
APPROVED
zL*zzI NI
Lo I
00 I
� N
00
00
c
� I
3"
00
0
00 I
d-
0o I
c N
°1 OPENING
o �
2
S287
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PERMIT SUBMITTAL
DESIGN BY DOWL
R-413743
AIL SUBTITLE
09.29.20 60 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 °wc No.
4fL
DOWL
W5184605
S287
DATE 09.29.20
05-APRON-A-S287
09.29.20
S3