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PL811C WGHKS SILT FOICC 80. PLAN - 814.00
DEPAR-MEDT
MARCH 2009
FILTER FENCE
WTTOSCAM
IF CONNECTION TO EXISTING ASPHALT IS -
REQUIRED THE SAWCUT ALONG PAVEMENT
EDGE SHALL BE 2" DEEP. THEN REMOVE
AND OR GRIND EXISTING ASPHALT SO THAT
OVERLAY MATCHES EXISTING PAVEMENT.
EMULSIFIED ASPHALT GRADE CSS -1 TACK
SHALL BE APPLIED TO EDGE OF EXISTING
PAVEMENT. ALL JOINTS SHALL BE SEALED
USING PAVING ASPHALT AR4000W.
CRUSHED SURFACING TOP COURSE SHAL
BE ADDED TO SHOULDER TO TRANSITION
EDGE OF ASPHALT OVERLAY TO THE
SHOULDER.
CONSULTING ENGINEERS LLC
W400 81h Awns South
WARNING: SaI,e208 I ®I
FOOm l Way. WA WOW
THE UTILITY LOCATIONS SHOWN www.esmcivii.com � w
CMI °"En9inwrfrp I I ICU. MNlac A
ARE APPROXIMATE ONLY. DEPTH Y" "°'"° .S Nm ...
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007
EXISTING EDGE
OF PAVEMENT
(VARIES)
6.5" CRUSHED SURFACING MATERIAL AND-/
HMA 1/2" THE SAME THICKNESS AS THE
EXISTING ASPHALT PAVEMENT OR A MINIMUM
OF 2 INCHES, WHICHEVER IS GREATER.
SEE PROJECT SPECIFICATIONS
UTILITY BACKFILL INFORMATION
5 1 ASBUILT SUBMITTAL
NO.
REVISION
WIDTH VARIES
FULL WITH OVERLAY
Ti
OVERLAY FULL WIDTH WITH A MINIMUM
OF 1.5" COMPACTED HMA 1/2"
SEWER
EXISTING EDGE
OF PAVEMENT
(VARIES)
NOTES:
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE
BACKFILLED AND TEMPORARILY PATCHED WITH ASPHALT
AT THE END OF EACH WORK DAY. THIS WORK IS
INCIDENTAL TO ALL TRENCH RESTORATION WORK.
2. THE ROADWAY SHALL BE REBUILT WITHIN TWO (2)
WEEKS OF FINAL INSPECTION AND APPROVAL OF UTILITY
INSTALLATION.
3. IF CONSTRUCTION OF SANITARY SEWER FORCE MAIN
WITHIN SE 144TH STREET OCCURS OUTSIDE OF THE
FOG LINE THE UTILITY PATCH AND OVERLAY ONLY
NEEDS TO EXTEND TO FOG LINE AS OPPOSE TO
CENTERLINE OF ROADWAY. HOWEVER, IF THE UTILITY
IMPROVEMENTS EXTEND INTO THE TRAVEL LANE A FULL
WITH OVERLAY IS REQUIRED.
S.E. 140TH ST (KING COUNTY ROAD)
RESTORATION DETAIL
NOT TO SCALE
ESM
rTMffm0M030M=
CITY OF
NM
RENTON
�
.*I R+�swc I Planning/Building/Public Works Dept.
If tqT p1E YKX
WN£ MLpOxOLY
i
5-362114
CRUSHED SURFACING TOP COURSE SHALL
BE ADDED TO SHOULDER TO TRANSITION
EDGE OF ASPHALT OVERLAY TO THE
SHOULDER.
IF CONNECTION TO EXISTING ASPHALT IS
REQUIRED THE SAWCUT ALONG PAVEMENT
EDGE SHALL BE 2" DEEP. THEN REMOVE
AND OR GRIND EXISTING ASPHALT SO THAT
OVERLAY MATCHES EXISTING PAVEMENT.
EMULSIFIED ASPHALT GRADE CSS -1 TACK
SHALL BE APPLIED TO EDGE OF EXISTING
PAVEMENT. ALL JOINTS SHALL BE SEALED
USING PAVING ASPHALT AR4000W.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
AS -BUILT
HERITAGE PLAT G7
SANITARY SEWER EXTENSION PHASE 2 E°
ROADWAY DETAILS I DT -01
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