HomeMy WebLinkAboutR-4137441
1
W
TYPE 1 CB
OUTLINE
DIAGONAL BARS
(2)#8 (4) PLACE
4 FT. LONG M I N
L
TOP REINFORCEMENT PLAN
SCALE: 1/2" = 1'-O"
2
io
0
w � I
b v I
a is
N
N
J
Q
N -'
J �
cy
w
S288
TYPE 1 CB
OUTLINE
DIAGONAL BARS
(2)#8 (4) PLACES.
4 FT. LONG MIN.
BOTTOM REINFORCEMENT PLAN
SCALE: 1/2" = 1'-0"
S288
L 3x3x1 /4 W/ 1/2 DIA. BY 4" HEADED
ANCHOR STUDS @ 10" O.C. W/ NO LESS
THAN (2) STUDS PER LENGTH OF ANGLE
AROUND THE PERIMETER OF THE OPENING
5@6" O.C. #5@6" AROUND OPENING #5@6" O.C.
# L 3x3x1 /4 W/ 1/2 DIA. BY 4" HEADED ,„ FOR TOP REINFORCEMENT
2 -8 FOR TOP REINFORCEMENT 2_2
ANCHOR STUDS @ 10 O.C. W/ NO LESS SEE PLAN
ALL @AROUND 3" cLR 4" 2'-°" SEE PLAN THAN (2) STUDS PER LENGTH OF ANGLE 1" 2'-0"
TYPFINISHED GRADE AROUND THE PERIMETER OF THE OPENING FINISHED GRADE
(TYP.) if
NOTE:
SEE STRUCTURAL GENERAL NOTES SHEET S285
w vc 7(D OCO00 M�� v�o FOR DESIGN CRITERIA, SPECIAL INSPECTION
o o o 077
0 0 o REQUIREMENTS MATERIALS AND GENERAL
o� o o� o oho o� o o U�o V� o o > o cv,0 0 0� �o DESIGN, AND CONSTRUCTION INFORMATION.
/ jam/
6" MIN CRUSHED ROCK s
COMPACTED TO 95% FOR BOTTOM REINFORCEMENT 3" COMPRESSIBLE FOR BOTTOM REINFORCEMENT
PER ASTM D-1557 - SEE PLAN STYROFOAM SEE PLAN
VARIES
3" COMPRESSIBLE VARIES
24 TO 32 PLASTIC OR POLYETHYLENE TYPE 1 CB. 28"TO 30"
STYROFOAM VARIES BARRIER SEE CIVIL DRAWINGS VARIES
34" TO 40" TYP.
FOR DETAILS. 30" TO 36"
TYPE 1 CB.
SEE CIVIL DRAWINGS
FOR DETAILS.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATUM NOTE:
PLANS PREPARED USING NGVD 29 AS THE
VERTICAL DATUM. TO CONVERT TO NAVD 88
ADD 3.556 FEET TO ALL ELEVATIONS.
SYM
REVISION
ORIG
737 MAX
FLIGHTLINE UTILITIES
-APRON A Cl PROJECT
-
CITY OF
RENTON PERMIT
REVIEW COMMENTS
-
APRON A
Cl PROJECT -
SITE
DCN-01
-
APRON A
Cl PROJECT -
SITE
DCN-02
-
APRON A
Cl PROJECT -
SITE
DCN-03
REINFORCED SLAB - SECTION
SCALE: 1/2" = 1'-0"
S288
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
RT
MJM
04.13.16
-
APRON A Cl PROJECT - SITE DCN-06
RT
MJM
09.27.16
RT
MJM
05.23,16
-
RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES
RT
MJM
10.28.16
RT
SD
06.13.16
-
APRON A SITE STORMWATER IMPROVEMENTS-30%
RT
MJM
01.17.18
RT
SD
07.19.16
-
APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC
RT
MJM
07.14.20
RT
SD
08.05.16
-
APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS
RT
MJM
09.29.20
REINFORCED SLAB - SECTION
SCALE: 1/2" = 1'-0"
iLBOE/NG
-
i .
ACCEPTABILITY
R. TEMPLADO
CHECKED
M. METTLER
WAS hrIT�
L �a
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
ENGINEER
M. METTLER
APPROVED BY
DEPT.
DATE
CHECKED
D. MURATA
Is�ss �Q
f STER��1$�
NA L E�
APPROVED
-
APPROVED
S288
PERMIT SUBMITTAL
DESIGN BY DOWL
R-413744
AIL SUBTITLE
09.29.20 TYPE 1 CB - REINFORCED COVER DETAILS
09.29.20
09.29.20 I TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7
09.29.20 SITE 05-YD
STRUCTURAL MASTER
DATE 09.29.20
40'6DOWL
CURRENT REVISION SYMBOL DATE
W5184605 — 09.29.20
SHEET SEQUENCE NO.
S288 S4
RENTON, WA DWG No.
05-APRON-A-S288
CD
N
rn
N
Of
Of