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FILTER FENCE
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2�B'B/"�nNN2
EROSION CONTROL
NOTTOSCALE
THE SAWCUT ALONG PAVEMENT EDGE
SHALL BE 2" DEEP. THEN REMOVE AND
5' MIN. OR GRIND EXISTING ASPHALT SO THAT
(SEE PLAN) OVERLAY MATCHES EXISTING PAVEMENT.
EMULSIFIED ASPHALT GRADE CSS -1 TACK
PIPE SHALL BE APPLIED TO EDGE OF EXISTING
SAW CUT LINE PAVEMENT. ALL JOINTS SHALL BE SEALED
CE USING PAVING ASPHALT AR4000W. (TYP)
5.0' WIDE MINIMUM PAVEMENT ------- 1' WIDE TRENCH
6.5" CRUSHED SURFACING MATERIAL
AND HMA 1/2" THE SAME THICKNESS PROPOSED SEWER
AS THE EXISTING ASPHALT PAVEMENT FORCE MAIN (3.0'
OR A MINIMUM OF 2 INCHES, MINIMUM COVER)
WHICHEVER IS GREATER.
PAVEMENT RESTORATION DETAIL
NOT TO SCALE
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R� NDIBBB CITY OF
NOR60MAL NN IBBS /1981 i
1 MYIAR SU&AfITAL ESi M 10101/121 OFSICNm: � ��I- a?+
I RENTON
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� °"E' " °" DATUM
CHECnEO:��11���� AM Planning/Building/Public Works Dept.
AN ff NOT ONE INC.
NO. REVISION BY DATE APPR ..i sc eB NUNG1Y
5- 361645
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISD SEWER EXTENSION - P3
(MAYWOOD MIDDLE SCHOOL)
ROADWAY DETAILS
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