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EXISTING
WATERMAIN
EXISTING
WATER BLOW OFF
EXISTING
FIRE HYDRANT
EXISTING
WATER VALVE
EXISTING
WATER METER
PROPOSED WATER SERVICE LINE
PROPOSED SANITARY SEWER LINE
PROPOSED SANITARY SEWER CLEANOUT
EXISTING
SANITARY SEWER
EXISTING
SANITARY SEWER CLEANOUT
EXISTING
UNDERGROUND POWER
EXISTING
UNDERGROUND TELEPHONE
EXISTING
UNDERGROUND GAS LINE
WATER AND SEWER SERVICE PLAN
McDONALUS AT RAINIER AVE. S.
RENTON, WA
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SDR-35 0 217%
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BLACK WATER ONLY
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CAUTIONQ.
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
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0 0_; a UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
a THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POT HOLING
N Q' ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
o c VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE
m w Ix a PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
- - IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
C; CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
I� tV I z CONSTRUCTION.
W-3yN301
RECOMMENDED FOR APPROVAL
By: Date
By: 1% �' Date:
By: r Date
BY: � I Deus M alIIV Date
GREASE INTERCEPTOR + SAND OIL
INSTALLATION REQUIREMENTS
1. ALL INTERCEPTORS MUST BE A MINIMUM OF 2000 GALLON CAPACITY
AND OF A DESIGN AS SPECIFIED BELOW. INTERCEPTOR DESIGN SHALL
ADHERE AND BE CONSISTENT TO THE MOST RECENT APPROVED
"UNIFORM PLUMBING CODE".
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
DIAMETER AND THE HORIZONTAL AT LEAST 4" IN DIAMETER. IT MUST BE
PLUMBED HALF WAY BETWEEN THE WATER LEVEL AND THE BOTTOM OF
THE TANK.
4. ALL KITCHEN SINKS AND FLOOR DRAINS MUST BE PLUMBED THROUGH
THE INTERCEPTOR.
5. DO NOT PLUMB DISHWASHERS THROUGH THE INTERCEPTOR.
6. DO NOT PLUMB ANY "BLACK WATER" THROUGH THE INTERCEPTOR.
7. IT IS RECOMMENDED THAT YOU DO NOT INSTALL OR USE GARBAGE
DISPOSALS. THEY FILL THE INTERCEPTOR WITH SOLID WHICH RESULT
IN MORE FREQUENT CLEANING, WHICH CAN BE COSTLY.
1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH
f c = 4500 psl
2.
REBAR: ASTM A-615 GRADE 60
3.
MESH: ASTM A-185 GRADE 65
4.
DESIGN: ACI-318-83 BUILDING CODE
ASTM C-857 "MINIMUM STRUCTURAL DESIGN
LOADING FOR UNDERGROUND PRECAST
CONCRETE UTILITY STRUCTURES"
5.
LOADS: H-20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO
6.
FILL W/ CLEAN WATER PRIOR TO START UP OF SYSTEM
7.
CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING AND
SANITARY TEE, AND CLEAN OUTS, FOR CLEANING TOWARD
TRAP AND FOR CLEANING AWAY FROM TRAP ON BOTH THE
INLET AND OUTLET/ALT. DUAL SWEEP CLEAN OUTS
8.
GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY
SEPARATE SEWER.
CONTRACTOR SHALL VERIFY EXACT LOCATION OF EX. WATERMAIN
PRIOR TO ANY CONSTRUCTION. STREET RESTORATION WITH NEED
TO BE DONE IN
ACCORDANCE WITH CITY REQUIREMENTS.
CONNECT NEW 6" D.I.P. TO EXISTING 12" D.I.P. BY WET TAP.
INSTALL 6" G.V. PER CITY OF RENTON DETAIL B115
-CAUTION: CONTRACTOR SHALL LOCATE AND VERIFY DEPTH
OF EXISTING UNDERGROUND POWER AND TELEPHONE
PRIOR TO ANY UTILITY CONSTRUCTION.
SSCO #5
CONNECT TO EXISTING 6" SIDE SEWER. PRIOR TO ANY SEWER OR GREASE TRAP
CONSTRUCTION VERIFY THE LOCATION AND DEPTH OF THE EXISTING SIDE SEWER TO
ENSURE 2.0% MIN SLOPE FROM SSCO#4. CONTACT BARGHAUSEN CONSULTING
ENGINEERS IF MINIMUM POSITIVE SLOPE CANNOT BE ACHIEVED.
RIM=t36.15
IE=33.23 (OR DEEPER)
APPROXIMATE LOCATION OF
EXISTING 6" SIDE SEWER
48 LF 6" PVC SDR-35 ® 2.00% MIN.
CONTRACTOR TO VERIFY EX. SIDE SEWER
DEPTH PRIOR TO ANY CONSTRUCTION.
EX. 1 1/2" WATER 10INS11,LL 1•5n 996A IM a N
METER TO REMAIN CONTRACTOR TO VERIFY ABOVE CaRoUNo Not b
METER SIZE AND NOTIFY BARGHAUSEN CONSULTING St Nltt D KCIEL
ENGINEERS IF EXISTING METERS ARE DIFFERENT THAN
LISTED ON PLANS
-EX. 1" IRRIGATION WATER - 1N STAU, I it IbLVA ICE mmo N tfef&
METER TO REMAIN
SEE LANDSCAPE PLANS
NEW 2" POLY PIPE
SERVICE LINE PER CITY
STANDARDS
EX. POWER AND
TELEPHONE VAULTS
3 BID RELEASE
2 REVISED DRIVE-THRU
1 REVISED PER CITY COMMENT LETTER DATED 2/1
- PRE -APPLICATION MEETING
NO. REVISION
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I EXPIRES 6-10- 11
CITY OF RENTON
L7EPARTMENT OF PUBLIC WORKS
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03/31 /08
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03/18/08
DESIGNED HPG
108
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IH
03/10/08
DRAWN CRJ
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01 /02/08
CHECKED HPG
APPROVED HPG
BY
APPR.
DATE
c b s- 3y y 3
DATE 1/31/08
SCALE 1 "=20'
DIRECTOR OF PUBLIC WORKS
FILE NO. LUA 03-
FIELD BOOK - -__ PAGE
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SHEET C7 OF 1�'F
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