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CONSTRUCTION NOTES
I. SAW CUT AS NECESSARY EXISTING CONCRETE PAD OR REMOVE PAD
AT JOINTS.
2. EXCAVATE MATERIAL AND REMOVE GAS TANK
3. INSTAL(, OILMATER SEPARATOR COMPLETE IN PLACE
A. Fl ,'L EXCAVATED AREA WITH BACKFILL MATERIAL EQU,VkENT 70
64iK RUN GRAVEL CLASS A, AND COMPACT -0 AT LEAST 95%, OF
M, IMUN DENSITY.
5. 5,'44 CUT A STRIP Of EXISTING CONCRETE SIDEWALK AND ASPHALT:C
PAVEMENT AS NECESSARY TO EXCAVATE TRENCH FOR 6-INCH SERVICE
TINE AND TIE TO EXISTING 6 -INCH SANITARY SEWER MAIN.
6- SACKFILL TRENCH iilTH BANK RUN GRAVEL CLASS A, OR EQUIVALENT
AND COMPACT TO AT i-EAST 95.1 OF MAXIMUM DENSITY.
7. PATCH ASPHALTIC PAVEMENT AND CONCRETE SIDEWALK AND SLAB PER
,C!TY Of RFNTON STANDARDS A-14D REQUIREMENTS.
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CONCRETE PATCH DETAIL
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G3HERAL NOTZS
6"& 8" ASTH C-14 EXTRA (CONCRETE)
b.& 6- AsDt C-nw--65T (CIA'Y)
6'& 3" CLASS 24000 (ASBESI S CEm)
6"5 8- PVC D-aG34, SDR 35 WITH FLASTOkERIC JOINTS Azvo
BEDDING TO TOP OF PIPE.
ALL WORK MATEbJAUy SEIA.LL a IN CONFORMANCE WITh THE STANDARDS kl+L+
SPECIFICATIONS OF CITY Of RENMN AND APPLICABLE PORTION OF llliE:
LATEST EDITION tYF ThE AP" STANDARDS AND SPECIFICATIGNS.
hINIM'
Th SLOPE FOR SIDE SEWER IS 21.
ALL LOCATIONS Of EXISTZ%t. UTILITIES SilOWN A4„. Arr,,jXIAXATE, -ANU
ShALL BE THE CONTRACI-Ok-S 5tESPON5IBX'--lTY Ta Tka, ANT,
C&RRECT LOCATION SO AS TO AVOID DVLmGE UK
IT Si ALL BE THE CONTRACTOk'S RESPONSIBI A-'L
�jECESSAjSy
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STARTING CL)NSTPUrLrT;1�r.
ALL STORK ShALL BE ACCUMPLIb"D IN ACCOR ,4NCz; WLTzi ThE 6ASnLNGTU�
IND
I FUSTRIAL SAFETY AND liEALTh AUT (WlShA).
INSPECTION 4V4L 34 ACOYA�'L!h;EEU 4X A fiL*�PR4SENTAIT-V, t.i Th�' CITY.
Ir SHALL BE TU CvNTSAC-!,)tL-S WFONSIBILITY TO NOTIFY ThE CITY
ADVANCE OF 5ACX.FILLl4G ALL CONSTRUCTION. voti SrREE,
CkOSSIN46S ShALL St 5/6'- 141JUS CRUSiaFl) ((k K.
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NEWSION
DATE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
REWON SOUM AMZDA
OIL /WATER SEPAWOR
'Nan .407'
DATE F;LE NO
SCALE-- 64L-7-1
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