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PUBLIC WOMM3 SILT FENCE M. PLAN v 214.00
DEPARTMENT
MARCH 2008
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555.
F1AW DIRECTION
UKYWW ION6MTONTOPOF
SECUREVM11PPAGRAVELBAGS
EXISTING CURB
AND GUTTER
(TO REMAIN)
EDGE OF EXISTING
CURB & GUTTER
2" ACP CLASS
E" OR "B"
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33
PUBLIC WOMM3 SILT FENCE M. PLAN v 214.00
DEPARTMENT
MARCH 2008
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555.
F1AW DIRECTION
UKYWW ION6MTONTOPOF
SECUREVM11PPAGRAVELBAGS
EXISTING CURB
AND GUTTER
(TO REMAIN)
EDGE OF EXISTING
CURB & GUTTER
2" ACP CLASS
E" OR "B"
FILTER FENCE
NOTTOODII' _
2" SAWCUT AND REMOVE OR
GRIND, SEAL WITH AR4000W
REMOVE OR GRIND AND OVERLAY
WITH MINIMUM 2" CLASS "B"
ASPHALT CONCRETE PAVEMENT
EROSION CONTROL
NOT TO SCALE
r EXISTING ASPHALT CONCRETE
/ PAVEMENT (TO REMAIN)
IJ/ r- EXISTING ROADWAY
ENGINEER- 11
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1. ALL TRENCHES IN ROADWAY AREAS SHALL BE
PVINJ� PKPrin9
Projtt <u Mcope PNWro
AT THE END OF EACH WORK DAY. THIS WORK IS
SEE PROJECT
INCIDENTAL TO ALL TRENCH RESTORATION WORK.
SPECIFICATIONS FOR UTILITY
ESM JOB #1655- 001 -011
NO.
FILTER FENCE
NOTTOODII' _
2" SAWCUT AND REMOVE OR
GRIND, SEAL WITH AR4000W
REMOVE OR GRIND AND OVERLAY
WITH MINIMUM 2" CLASS "B"
ASPHALT CONCRETE PAVEMENT
EROSION CONTROL
NOT TO SCALE
r EXISTING ASPHALT CONCRETE
/ PAVEMENT (TO REMAIN)
IJ/ r- EXISTING ROADWAY
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.
SUBMOTAL ESM 12/08/11 su. vcRnvu: ruw lase
XORR °Mw NPD ,ae3 ""' ' CITY 0 F
ID SUBMBTAL F5I:1 01/W1 x'115 FO.
°ESICN ��
SU&ADTAL �1 01/11/12 RENTON
°nw: 0CL/m
°NE 1N °" DATUM
eNECeF4. AT wu EINC Planning /Building /Public Works Dept.
AM IF NOT ONE INCH
REVISION BY DATE APPR evv"°oem �LLe PCOftm""r
LANE LINE
MARKING /._8"
STANDARD VEHICLE WHEEL PATH
I,
MIN.
CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
4.5'
MIN.
-1'- -i ACP CLASS'
MIN.
6` CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, -
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
2.5'
MIN.
'MINIMUM AM CLASS 'E' or 'B' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - e" ACP CLASS 'E' °r 'B'.
RESIDENTIAL ACCESS STREETS - 2' ACP CLASS 'E' °r 'H'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
TYPICAL LONGITUDINAL PATCH AND OVEIB,AY
FOR FUMO UIR PAVEID]i1'
ADOPTED
G °Br or ROVORT
OUND18D 111010
'sr nsa: m /°s
5- 361626
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
ROADWAY DETAILS
� 5 -36 6�G
01/11/12
vAOE
DT -01
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
SEE PROJECT
INCIDENTAL TO ALL TRENCH RESTORATION WORK.
SPECIFICATIONS FOR UTILITY
2. THE ROADWAY SHALL BE REBUILT WITHIN TWO (2)
BACKFILL INFORMATION
WEEKS OF FINAL INSPECTION AND APPROVAL OF UTILITY
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.
SUBMOTAL ESM 12/08/11 su. vcRnvu: ruw lase
XORR °Mw NPD ,ae3 ""' ' CITY 0 F
ID SUBMBTAL F5I:1 01/W1 x'115 FO.
°ESICN ��
SU&ADTAL �1 01/11/12 RENTON
°nw: 0CL/m
°NE 1N °" DATUM
eNECeF4. AT wu EINC Planning /Building /Public Works Dept.
AM IF NOT ONE INCH
REVISION BY DATE APPR evv"°oem �LLe PCOftm""r
LANE LINE
MARKING /._8"
STANDARD VEHICLE WHEEL PATH
I,
MIN.
CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
4.5'
MIN.
-1'- -i ACP CLASS'
MIN.
6` CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, -
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
2.5'
MIN.
'MINIMUM AM CLASS 'E' or 'B' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - e" ACP CLASS 'E' °r 'B'.
RESIDENTIAL ACCESS STREETS - 2' ACP CLASS 'E' °r 'H'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
TYPICAL LONGITUDINAL PATCH AND OVEIB,AY
FOR FUMO UIR PAVEID]i1'
ADOPTED
G °Br or ROVORT
OUND18D 111010
'sr nsa: m /°s
5- 361626
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
ROADWAY DETAILS
� 5 -36 6�G
01/11/12
vAOE
DT -01