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PLUUC r,ORKS SILT FEM E 9m' Ply - 214,00
DRPAR -MF.KT
MARC -T 2009
®CONSULTING
8th Av.n . S. Su t E E R S L L C
o 205
WARNING: Fea,el Way.
WA98003 1 ®I ®16 1
THE UTILITY LOCATIONS SHOWN www.esmcivii.com
onl EgO..sn9 I E"Oem Yma�9amant lx Cd WN Nteclun
ARE APPROXIMATE ONLY. DEPTH `"" Rl I
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
FILTER FENCE
NOT TO 9RJME
EXISTING CURB
00'0.0 n
EROSION CONTROL
NOTTOSCA E
AND GUTTER
9vw1„awleu
2" SAWCUT AND REMOVE OR
EYIIY.YdL�E6,MYlY
(TO REMAIN)
GRIND, SEAL WITH AR4000W
slFeeroFwYml�o
EXISTING ASPHALT CONCRETE
fL1BIFYW
PAVEMENT (TO REMAJN)
EDGE OF EXISTING
REMOVE
Y
CURB & GUTTER
WITH MINIMUM 2" CLASS 'B'
EXISTING ROADWAY
ASPHALT
CONCRETE PAVEMENT
r- -
- -
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2" ACP CLASS
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NAILmKllldi 56'UE L' \vv M
u
u
za
z YwteYUF WAtouw
x1.
R9
1&
PLUUC r,ORKS SILT FEM E 9m' Ply - 214,00
DRPAR -MF.KT
MARC -T 2009
®CONSULTING
8th Av.n . S. Su t E E R S L L C
o 205
WARNING: Fea,el Way.
WA98003 1 ®I ®16 1
THE UTILITY LOCATIONS SHOWN www.esmcivii.com
onl EgO..sn9 I E"Oem Yma�9amant lx Cd WN Nteclun
ARE APPROXIMATE ONLY. DEPTH `"" Rl I
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
FILTER FENCE
NOT TO 9RJME
EXISTING CURB
00'0.0 n
EROSION CONTROL
NOTTOSCA E
AND GUTTER
2" SAWCUT AND REMOVE OR
(TO REMAIN)
GRIND, SEAL WITH AR4000W
EXISTING ASPHALT CONCRETE
PAVEMENT (TO REMAJN)
EDGE OF EXISTING
REMOVE
OR GRIND AND OVERLAY
CURB & GUTTER
WITH MINIMUM 2" CLASS 'B'
EXISTING ROADWAY
ASPHALT
CONCRETE PAVEMENT
. ...............................
F
2" ACP CLASS
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- .
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1.
ALL TRENCHES IN ROADWAY AREAS SHALL BE
„ ". .•, .r
BACKFILLED AND TEMPORARILY PATCHED WITH ASPHALT
? �q�
• tj + Nt xa
,�.
AT THE END OF EACH WORK DAY. THIS WORK IS
SEE PROJECT
INCIDENTAL TO ALL TRENCH RESTORATION WORK.
SPECIFICATIONS FOR UTILITY
2.
THE SHALL BE REBUILT WITHIN TWO (2)
'-
,..
BACKFlLL INFORMATION
.ROADWAY
WEEKS OF FINAL INSPECTION AND APPROVAL OF UTILITY
-A: •'•, � •''�'•
�' ;''"• ' ~
INSTALLATION.
'
3.
S.E. 137TH PL IS A CITY OF RENTON STREET AND
PROPOSED
SHALL COMPLY WITH CURRENT CITY OF RENTON
SEWER
TRENCH RESTORATION AND STREET OVERLAY
REQUIREMENTS.
S.E. 137TH PLACE
(A CITY OF RENTON STREET)
RESTORATION DETAIL
SCALE 1 " =2'
NOTES:
1. SEE PROJECT SPECIFICATIONS FOR TRENCH
RESTORATION AND OVERLAY REQUIREMENTS. IF
CONFLICTS ARISE, THE PROJECT SPECIFICATIONS
SHALL BE USED.
2. FOR CITY OF RENTON RIGHT -OF -WAY ONLY.
LANE LINE
MARKING
2' CLASS 'B'
2• SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR400DW
7,_B.
STANDARD VEHICLE WHEEL PATH
4.5'
MIN.
1' \ 1'--i '-- ACP CLASS'
MIN \ MIN.
B' CRUSHED
SURFACING TOP
COURSE
'MINIMUM ACE CLASS 'E' .,'B' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 8• ACP CLASS 'E' ., W.
RESIDENTIAL ACCESS STREETS - 2' ACP CLASS 'C ., •B•.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
RECORD DRAWING
�nxI CITY OF
IKIAgILtL NN 1%1/1991 F
2 AMAR SUBINITA. ESM 101/11/121 o¢IwEn MS @L
3 SAEWrARY SEWER REVSIONB ESM 12 BM0 RENTON
4 SAWARY SEWER NEVSaNS Fsu 10 12
3 AS -BUILT S1BWFtrA. ESY 1J c�ccl¢u �_ °�1Np1 �� DATUM
� .tTl ,u. smc I Planning /Building /Public Works Dept.
li IpT q1E IM]1
NO. REVISION BY I DATE I APPR I "F"sM^ �"F'CC0P0ix1v
EDGE OF PAVEMENT, -
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
TYPICAL LONGITUDINAL PATCH AND OVERLAY
FOR FLEXURE PAYODffi[
®
ADOPTED
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PAGE: HIM
5- 362159
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
ROADWAY DETAILS
8f- 5- 3�; -Ia9
-01