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® CONSULTING ENGINEERS LLC
WARNING: 8t6 "6V� 1® I * 1w1
BWp C. WSO. W0
F"tl"rel Wey, WA 98003
WWw.GSmcivil.cpm .. H•H ;�,
THE UTILITY LOCATIONS SHOWN
CNN E "Bln" "No 1 Project Ibmpemanl 1 land POINNP"OfMlleduro
ARE APPROXIMATE ONLY. DEPTH P"OIIC .,ks
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
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FILTER FENCE
mar TOWAM
OLrwWdNL
EROSION CONTROL
MITTOSCALE
K41
LagTt�P�
REVISION
EXISTING FOG LINE
SAW CUT LINE
EXISTING EDGE OF
CRUSHED SURFACING TOP COURSE SHALL
BE ADDED TO SHOULDER TO TRANSITION
EDGE OF ASPHALT OVERLAY TO THE
SHOULDER (IF NECESSARY).
2.0' WIDE MINIMUM PAVEMENT PATCH.
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 FOR UTILITY
BACKFILL INFORMATION
WIDTH VARIES
FULL WITH OVERLAY
IF CONNECTION TO EXISTING ASPHALT IS
VARIES (6" MIN.) 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.
I
1' WIDE TRENCH
PROPOSED SEWER
FORCE MAIN (3.0'
MINIMUM COVER)
VARIES (SEE PLAN VIEW)
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 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.
168TH "E. S.E. & SE 134TH STREET
(KING COUNTY STREETS)
LONGITUDINAL STREET RESTORATION DETAIL
NOT TO SCALE
THE SAW CUT 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
SHALL BE APPLIED TO EDGE OF XISTING
SAW CUT LINE PIPE PAVEMENT. ALL JOINTS SHALL BE SEALED
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.
SE 134TH STREET & SE 136TH STREET
(KING COUNTY STREETS)
TRAVERSE STREET RESTORATION DETAIL
NOT TO SCALE
CHECKED FOR COMPLIANCE TO CITY STANDARDS
S= 361614
MM 11 /22/11 moo` vc NTS NONv0MM: owB ro see CITY OF ISSAQUAH SCHOOL DISTRICT
MIA 12/23/11 NID 19W/1991 O
sM 01/11/12 BN6
BMWN: L I
R EN TON
SANITARY SEWER EXTENSION
a/a °N E INH ROADWAY DETAILS
`"O AT L Planning /Building /Public Works Dept. •�YY
IF NOT ONE INCH
BY DATE APPR +� "HOMO: SCN£ "tCOR°1N6Lr
clL S- 36l6 l' f
01/1
DT -01