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CALL BEFORE YOU DIG
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL
VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING
THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF
48 HOURS PRIOR TO ANY EXCAVATION.
II
L— — — — — — — — —
STA: 3+78.06, 0.00'.
MANHOLE_------ __
RIM:173.98 — ,
IE IN:167.44 (8" E)
IE OUT:167.34 (8" S) '
r---- --1 III
II
II— — — — — — — — — — — — — — — -- - - - j
63' OF 8" ®0.0100 FT/FT (PRIVATE)
I (SEE SEWER PROFILE #1) —as as as JJ
I STA: 3+12.62, 0.00' M M — nn
—285=QE 8" 0.015J EIAT 42BLVAU
INSTALL 8 WYE CONNECTION —� S`--t— _
L — " IE IN:166.68 8" I SS (SEE SEWER PROFILE #1) SS SS-
*PrSs D ' I
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4366
OAS RF�ISTE���
SI0NA L ��
10/11/20191 NO.
RFI #002
R.E.W.
09 10 19
R.D.J.
POST PERMIT REV1 - L&L
R.E.W.
1
10 11
RFI #073
R.E.W.
02/11 /90
R.D.J.
_20im muk
41111111111111111
SURVEYED:
DESIGNED:
K. MELVIN
DRAWN:
S. ORDONEZ
CHECKED:
R. JARVIS
APPROVED:
R. JARVIS
SCALE.
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MH#3
STA:6+66.66, 0.00'
MANHOLE
RIM:177.82
IE IN:171.89 (8" S)
IE OUT:171.79 (8" W)
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OF 6" @ 0.0248 FT/FT
3' OF 6" @ 0.0968 FT/FT
SSCB #1
STA:8+30.91, 28.73' LT —
�CATCH BASIN OIL/WATER SEPARATOR -
WITH
TURNED DOWN ELBOW — —
SEE DETAIL ON SHEET SS-03
RIM:178.52
�IE OUT:175.99 (6" SW)
I
19' OF 8" 0 0.0140 FT/FT (PRIVATE)
(SEE SEWER PROFILE #1)
CLEANOUT #2
STA:8+52.42, 0.00'
8" CLEANOUT
RIM: 177.06
IE IN:175.32 (6" SW)
IE OUT.175.32 (8" N) I
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-----
_ , 7.=glitjjlm j'��l
1 "=30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LEGEND
ASS SANITARY SEWER LINE
EXISTING SANITARY SEWER LINE
® SEWER MANHOLE (SEE DETAIL ON
SHEET SS-03)
CLEANOUT (SEE DETAIL ON SHEET
SS-03)
00
GREASE INTERCEPTOR (SEE DETAIL
ON SHEET SS-03)
UTILITY EASEMENT
S-403602
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
�F
jchavez 05/19/2020
DATE
VERTIVERTICAL*NAVD 1988 .
HORIZONTAL: NAD 1983/1991 CITY OF W E AT H E R LY INN RENTON
RENTON 4500 TALBOT RD S PAGF_* ODK
PAGE:
DATUM RENTON, WA 98055 DRAWING NO:
Planning/Building/Public Works Dept. SEWER AND GAS PLAN SS-01
SHEET: 2
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