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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
ORIG 737 MAX FLIGHTLINE UTILITIES -APRON C Cl PROJECT
A CITY OF RENTON PERMIT REVIEW COMMENTS
B CITY OF RENTON PERMIT REVIEW COMMENTS VERSION 2
.,
35
30
25
we,
15
10
5
0
—5
CONNECT GRAVITY SEWER
TO TRAILER POINT OF
CONNECTION
18 LF 6" HDPE @ 2.00� PROPOSED INISHEQ GRADE ,
16 LF 6" HDPE @ 2.00% EXISTING GROUND REST
:TRAILER CONNECT
..................... .....................................BIJtG..5.-427•........: .......... ...................... ........... GRAVITY SEWER TO ... ........... ............... .....................
:. :.. :. :. :. BREAK AREA "25 LF 6" HDPE C� 2.00�"""
EA POINT OF '
EXIST 2" PROP 6" CONNECTION
TEL EXIST
STORM
3 -7
�-w
....................................... ............ ........................ ........................ ..... ....... ........................
.......
------------------ -
PROP 3" W — EXIST 2„ PROP 1:25" CW
l POWER
J 7
4 N ! HDPE 2.00�
5 BEND : 1 LF HDPE B4 LF 6 45 BEND
6„
r
EXIST 3 PS
..................... ...................... ...................... ...................... ...................... ...................... .................. ............ ...... ...... SS...CLE,4..OltT........... ............... ...................... ................... ......................
SS PUMP STATION SS CLEANOUT
STA: 11 +24 0.00'
............................................................................................................................................................................................ . .. ..................... ...................... ...................... ...................... ...................... ...................... ...................... ......................
RIM = 19.54 SS CLEANOUT
INV (NE) = 13.18
INV (S) = 13.06
BASE :OF WET WELL: = 8.58
........................................................................................................................................................................:.............PER.DLT.AIL..ANQ...T.A2.I.E..5HEET..O�Q.................:.................................................:...................................................................................................
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9+25
9+50
J
10+25
10+50
10+75
i•
11 +25
11 +50
11 +75
APRON C SOUTH SANITARY SEWER PROFILE
SCALE: 1" = 20' HORZ & i" = 5' VERT
C290IC295
12+25
12+50
12+75
13+00
e
35
30
25
m
15
10
5
I
13+25
n
OMPLIANCE WITH F
TON ST DS .,2
BY DATE
BY DATE ISSULFOR PERMIT
BY ATE
DA JANUARY 26, 2016
C�G7WL
DRAWN DATEW BY APPROVED DATE SYM REVISION BY APPROVED DATE
SUBTITLE CURRENT REVISION
ACCEPTABILITY R. TEMPLADO 01.26.16 SANITARY SEWER PROFILE SYMBOL DATE � 01.26,16
RT TWN 12.14,15 ��, of WAs�,� THIS DESIGN AND/OR CHECKED
�Fto G SPECIFICATION IS APPROVED T. NEU 01.26.16 SHEET
RT TWN 01.05.16 ® _ NUINEER APPROVED BY DEPT. DATE T. NEU 01.26.16 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES —APRON C Cl PROJECT 95 C26
RT TWN 01.26.16 CHECKED
D, MURATA 01.26.16 SITE 05 YD
cDs-3g1�02
�a alt,4;4 APPROVED JOB N0, W3441886 COMP N0,
:�' isx
OVAL I I
APPROVED CIVIL MASTER RENTON, WA DWG NO, 05—APRON—C—C295
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