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WATER AND
McDONALD'S
SEWER SERVICE PLAN
FOR
GREASE INTERCEPTOR + SAND OIL
INSTALLATION REQUIREMENTS
1. ALL INTERCEPTORS MUST BE A MINIMUM OF 2000 GALLON CAPACITY
ESIGN BE CONSISTENT AS SITO TBHEOW. MOST RECENTOAPPROV D SHALL
AND OF A DDESIGN
0 10 20 40
"UNIFORM PLUMBING CODE".
RENTON, 1111A
2. THE INLET "T" MUST BE PLUMBED 1-FOOT BELOW THE WATER LEVEL
IN THE INTERCEPTOR.
3. THE OUTLET "T" MUST HAVE THE VERTICAL PIPE AT LEAST 6" IN
UTILITIES LEGEND:
/
DIAMETER AND THE HORIZONTAL AT LEAST 4" IN DIAMETER. IT MUST BE
PLUMBED HALF WAY BETWEEN THE WATER LEVEL AND THE BOTTOM OF
APPROXIMATE LOCATION
THE TANK.
EX. 12" WATER LINE
- ---- ----- EXISTING WATERMAIN
(D.I.P.)
4. ALL KITCHEN SINKS AND FLOOR DRAINS MUST BE PLUMBED THROUGH
THE INTERCEPTOR.
EXISTING WATER BLOW OFF'
'�
APPROXIMATE
5. DO NOT PLUMB DISHWASHERS THROUGH THE INTERCEPTOR.
EXISTING FIRE HYDRANT
LOCATION I
EXISTING WATER VALVE
;
EX. 8" SANITARY
6. DO NOT PLUMB ANY "BLACK WATER" THROUGH THE INTERCEPTOR.
--" -"-
SEWER LINE
EXISTING WATER METER
"- -,,
7. IT IS RECOMMENDED THAT YOU DO NOT INSTALL OR USE GARBAGE
-'
DISPOSALS. THEY FILL THE INTERCEPTOR WITH SOLID WHICH RESULT
W PROPOSED WATER SERVICE LINE
s0'
,-' \` 1'
IN MORE FREQUENT CLEANING, WHICH CAN BE COSTLY.
PROPOSED SANITARY SEWER LINE
` \
NOTES.
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PROPOSED SANITARY SEWER CLEANOUT 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH
EXISTING SANITARY SEWER a ,I I fc = 4500 psi
EXISTING SANITARY SEWER CLEANOUT a�` 6 36 2. REBAR: ASTM A-615 GRADE 60
EXISTING UNDERGROUND POWER '�V ' 3. MESH: ASTM A-185 GRADE 65
EXISTING UNDERGROUND TELEPHONE V 0� 34 I 5 1
`G ,. 4. DESIGN: ACT-318-83 BUILDING CODE
,
EXISTING UNDERGROUND GAS LINE �V *F. ' ASTM C-857 "MINIMUM STRUCTURAL DESIGN
LOADING FOR UNDERGROUND PRECAST
J l`� / 34 I CONCRETE UTILITY STRUCTURES"
5. LOADS: H-20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO
m 6. FILL W/ CLEAN WATER PRIOR TO START UP OF SYSTEM
L
7. CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING AND
O cr 1 �T SANITARY TEE, AND CLEAN OUTS, FOR CLEANING TOWARD
Ct
aQ� ; ,C TRAP AND FOR CLEANING AWAY FROM TRAP ON BOTH THE
`o ' ' m INLET AND OUTLET/ALT. DUAL SWEEP CLEAN OUTS
1
o ; I 8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SEWER.
I STALL 6" DDCV ASSEMBLY
CONTRACTOR SHALL VERIFY EXACT LOCATION OF EX. WATERMAIN
,;
,- PER CITY OF RENTON DETAIL #8099 1 ; PRIOR TO ANY CONSTRUCTION.
\ SIZE OF FIRE LINE SHALL BE 36
VERIFIED BY FIRE SYSTEM EX. FIRE %it I
DESIGNER PRIOR TO CONSTRUCTION J 1
HYDRANT I , ` 1CONNECT NEW 6" D.I.P. TO EXISTING 12" D.I.P. BY WET TAP. SEE DETAIL 9 SHEET C10 36 1 I
INSTALL 6" G.V. PER CITY OF RENTON DETAIL 8115
15' WIDE x 15' LONG j �1
WATER EASEMENT 1
DEDICATED TO
CITY OF RENTON 37 LF 6" CAUTION: CONTRACTOR SHALL LOCATE AND VERIFY DEPTH
75 F 6" I.P. DIP ; OF EXISTING UNDERGROUND POWER AND TELEPHONE
/ (FIRE LINE 0 LYD. .P. ) PRIOR TO ANY UTILITY CONSTRUCTION.
SSCO #5 _ 1
RIM=t36.15 F'
' IE=44.26 -
-' 32.45 -
/ IN TALL 1 90' 10' F.O.C. I
BEND MJ) 15 II '�
/ AP ROXIM TE LO ATION F
ISTING 6° SI E SEW R _ _------`"_" - �_ ', ;
-'GR�,SE TRAP PER � APPROXIMATE LOCATION OF
ETAIL 8 SHEET Cj-a- { o EXISTING 6" SIDE SEWER
RAISE EXISTING SSCO / N �, 48 LF 6" PVC SDR-35 0 2.00% MIN.
TO PAVEMENT GRADE IE=32.34 N-n .,'w'�►' CONTRACTOR TO VERIFY EX. SIDE SEWER
/ I DEPTH PRIOR TO ANY CONSTRUCTION.
4 a� 18 LF 6" PVC SSCO 3 SSCO 4 I _ EX. 1 1 2" WATER
SDR-35 0 2.1-f * RtM=37.1
1.729 RIM=37.15 E= 3.81 1
71 LF 6" D.I.P. LE=
3.95
(FIRE LINE ONLY)
O O ° I ' EX. 1 " IRRIGATION WATER
METER TO REMAIN
° � SEE LANDSCAPE PLANS
d NEW 2 POLY PIPE
d I
�j► ` 5p e d a d s o ,d ° 17 SERVICE LINE PER CITY
a 1-8- LF 6" PVC i o, �' t°'1+ ; STANDARDS
1
O ° SDR-35 0 2.72% N o
4 CL1
d ° N
\d � Awl ° SSCO 2
° ° BLACK WATER ONLY
RIM I
- SSCO 1 - � EX. POWER AND
GRAY WATER ONLY IE=34
`� TELEPHONE VAULTS
o RIM=37.95 ao 3
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° 1
CALL BEFORE YOU DIGS O _ �° a a
1-800-424-5555 \ J n SBJ J Z•4a'41"W 173.58�
I
UTILITY CONFLICT NOTE:
" I
CAUTION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POT HOLING
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE
PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
•
ate ::IF_1;i:Ii; _11 �
By: Date:
By: Date: 3 JBID RELEASE
2 REVISED DRIVE-THRU
By: Date 1 REVISED PER CITY COMMENT LETTER DATED 2/1
- PRE -APPLICATION MEETING
By: Date NO. I REVISION
W-344302
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CITY OF RENTON
IIEPARTMIcNT CIF PUBLIC WORKS
AJ
IH
03/31 /08
AJ
IH
03/18/08
DESIGNED
HPG
DATE 1 /31 /08
FILE NO. LUA 03-
AJ
IH
03/10/08
DRAWN
CRJ
SCALE 1 "=20-
FIELD BOOK
CHECKED HPG
AJ
IH
01 /02/08
APPROVED
HPG
DIRECTOR OF PUBLIC WORKS
�SHEETC7
BY
APPR.
DATE
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