HomeMy WebLinkAboutR-405617DATUM NOTE:
PLANS PREPARED USING NGVD 29 AS THE
VERTICAL DATUM. TO CONVERT TO NAVD 88
ADD 3.556 FEET TO ALL ELEVATIONS.
SYM
REVISION
—
APRON
C Cl PROJECT —
SITE
DCN-04
—
APRON
C Cl PROJECT —
SITE
DCN-05
—
APRON
C Cl PROJECT —
SITE
DCN-06
—
APRON
C Cl PROJECT —
SITE
DCN-07
—
APRON
C Cl PROJECT —
SITE
DCN-08
12" WIDE TRAFFIC
YELLOW COLLAR
TEXT 4" HIGH
BLACK
COVER
EAST JORDAr
WORKS 819i
AND GRATE
WITH LIETH
VAULT
No. 504-BL
PSE #7663900
2,950 lbs.
SAFE DRA
UNIT TO BE REMO`
CONTRACTOR
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e°
0°
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e
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b 0
dOP
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0004b0000b0bbb000b 0
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4' 8" �' 4'-8„
N
N
4 8"
4'2" (4) 3/4" Dia. Lift Inserts
w/ U.V. Caps
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PLAN VIEW
EAST JORDAN IRON WORKS
8197 FRAVE AND GRATE
WITH HINGE & LIFT ASSIST
Galvanized "C" Channel, 3'-0" Lg
1 Each Side, 4 Sides
4 3/4" Dia. Knockout
8 Each Side, 4 Sides
p D
QD
,00
0
Optional Pulling Iron 1
E h C 4 C
8" Dia. Sump
D 2 1/2" �Dia. Ground Rod Knockout 2 Places In FLoor
SECTION AA
N
1 1 /2" Dia. Lift Hole
1 Each Side, 2 Sides
-8-1-�7'Jl 2'-2" ----�-7"
END VIEW
cc orner, orners Typical All Sides
OLDCASTLE PRE —CAST VAULT 504—LA WITH EAST JORDAN IRON WORKS FRAME & GRATE ASSEMBLY
NTS
MANUAL SKYDROL CONTAINMENT W TH SAFE DRA N REMOVAL
NTS
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
03.09.16
—
APRON C Cl PROJECT — SITE DCN-09
05.11.16
03.28.16
—
APRON C Cl PROJECT — SITE DCN-10
06.06.16
04.05.16
—
APRON C Cl PROJECT — SITE DCN-11
07.05.16
04.12.16
—
RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES
10.17.16
04.22.16
APRON C PARCEL 820
RT
TWIN
02.08.19
Q� ""AIIIISA&AW"°
C'—
NAL
C292RIC511
ACCEPTABILITY R. TEMPLADO 02.08.19
THIS DESIGN AND/OR CHECKED
oG SPECIFICATION IS APPROVED J. SHROPE 02.08.19
y ENGINEER
APPROVED BY DEPT. DATE T. NEU 02.08.19
CHECKED
D. MURATA 02.08.19
IFIC SUBMITTAL
FEBRUARY 8, 2019
SUBTITLE
STORM DRAINAGE DETAILS
TITLE BOEING APRON C PARCEL 820 PROJECT
CIVIL MASTER
SITE 05-YD
JOB NO.
RENTON, WA I DWG No.
R-405617
41tDowe
C511 C14
COMP N0.
W3441886
05—YD—APRC—0511
r