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1
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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
—
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
—
APRON
A Cl
PROJECT —
SITE
DCN-06
30
25
20
15
10
I
PROFILE VIEW 11-OUTFALL
— -r— —
E MANHOLE
;HEET C507
IM = 22.17
V) = 14.52
V) = 14.3f
RIM = 21.40
INV 12" (W) = 14.82
INV 12" (E) = 14.82
EXISTING GROUND
@ CENTERLINE
i
EX. 12" STS EX. 12" STS
EXISTING OUTEALL
IE=13.98
EXST SDMH-5, 48"0 TYPE 2
RIM = 23.20
INV 12" (W) = 14.07
INV 12" (E) = 14.07
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0+00 0+25 0+50 0+75
1 +00
1 +25
1 +50
1 +75
2+00
,-,,\
EXST SDMH-4
THROUGH
EXISTING
OUTFALL
BY
APPROVED
DATE
SYM
REVISION
RT
TWN
05.23.16
—
RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES
RT
TWN
06.13.16
—
APRON A SITE STORMWATER IMPROVEMENTS-30%
RT
TWN
07.19.16
—
APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC
RT
TWN
08.05.16
—
APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS
RT
TWN
09.27.16
—
APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS
BY
APPROVED
DATE
RT
TWN
10.28.16
RT
TWN
01.17.18
RT
TWN
07.14.20
RT
TWN
09.29.20
RT
TWN
04.20.21
SCALE= H=1 "=20'; V=1 "=5'
Q� BOE/NG°
C'-
2+25 2+50 2+75 3+00 3+25
C306IC296
30
25
20
15
10
5
0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EDEVELOPMENT ENGINEERING
ez 05/05/2021 '
❑� Sy
�408
F IV �i�`
` NAL � ��\
[k
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
DRAWN
R. TEMPLADO
TH CK D
ENGINEER
T. NEU
APPROVED BY
DEPT.
DATE
CHECKED
D. M U RATA
APPROVED
APPROVED
PERMIT SUB
DESIGN BY DOWL
R-413725
ATE SUBTITLE
09.29.20 STORM DRAINAGE PROFILES
09.29.20
09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7)
09.29.20 SITE 05-YD
CIVIL MASTER
RENTON, WA DWG No.
MITTAL
DATE 09.29.20
BOWL
REVISION SYMBOL DATE
W5184605
SEQUE
C306
05-APRON-A-C306
09.29.20
C22