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ONE CALL
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EXISTING UTILITIES ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
UTILITIES A MINIMUM OF 48 HOURS
PRIOR TO CONSTRUCTION.
ROADWAY RESTORATION AND TESC PLAN �j
SW 4TH PL.
SCA L E: 1 "'-,30
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I ADDED MONUMENT RE- ESTABLISH N O T AW 11112109 A G SURVEYED:
2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB
DESIGNED:
3 AS -BUILT INFORMATION ADDED AW 11/20/12 AW, J
DRAWN:
AW, J
CHECKED:
AG, DC, AW, J H
10. REVISION BY DATE APPR APPROVED: -
AG, DC, LH
SCALE:
VERTICAL: 1988
1 "= 30 ' HORIZONTAL: NAD NAVD CITY 0 E
RENTON
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AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH
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PROPOSED PA VEMEN T
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CONDITIONS.
lP FILTER FABRIC INLET PROTECTION.
ROCK CHECK DAM.
AS -BOIL T
DRAWINGS HAVE BEEN PREPARED FOR
AS —BUILT RECORD BASED ON INFORMATION
PROVIDED BY THE CONTRACTOR AND GROUP
FOUR, INC. SURVEYORS, AND STAMPED BY
THE ENGINEER.
DATE:
2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09
ROADWAY RESTORATION AND TESC PLAN FlELDBOOK:
PAGE:
DRAWING N0:
EC2
RECORD DRAWING/ASmBUILT SHEET: 26 OF: 32
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ROADWAY RESTORATION AND TESC PLAN
POWELL AVE
SCALE: i " =30'
0
NOR rH
OS
p / I
0 /
EXISTING Cl TYB�F REN TON /
SURVEY MONUMENT TO BE /
RE— ESTABLISHED IF /
DISTURBED.
/
/
/
/
SEE SHEET EC4
\ \ EXI S TING Cl T Y OF REN TON
SURVEY MAIMEN T TO BE
RE— ESTABLISHED.
\ a
ONE CALL
1-800-424-5555
\a
EXISTING UTILITIES ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
UTILITIES A MINIMUM OF 48 HOURS
PRIOR TO CONSTRUCTION.
ROADWAY RESTORATION AND TESC PLAN �j
SW 4TH PL.
SCA L E: 1 "'-,30
�vWAS
Y�
fn +r Z
44863
FSS G
/ST
��ONAL
NOR TH
I ADDED MONUMENT RE- ESTABLISH N O T AW 11112109 A G SURVEYED:
2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB
DESIGNED:
3 AS -BUILT INFORMATION ADDED AW 11/20/12 AW, J
DRAWN:
AW, J
CHECKED:
AG, DC, AW, J H
10. REVISION BY DATE APPR APPROVED: -
AG, DC, LH
SCALE:
VERTICAL: 1988
1 "= 30 ' HORIZONTAL: NAD NAVD CITY 0 E
RENTON
ONE INCH
AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
N
U
w
F_
w
w
z
w
w
0
PROPOSED PA VEMEN T
RECONSTRUCTION AREA. ACTUAL
L I MI TS OF RECONSTRUCTION TO BE
DETERMINED BASED ON SITE
CONDITIONS.
lP FILTER FABRIC INLET PROTECTION.
ROCK CHECK DAM.
AS -BOIL T
DRAWINGS HAVE BEEN PREPARED FOR
AS —BUILT RECORD BASED ON INFORMATION
PROVIDED BY THE CONTRACTOR AND GROUP
FOUR, INC. SURVEYORS, AND STAMPED BY
THE ENGINEER.
DATE:
2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09
ROADWAY RESTORATION AND TESC PLAN FlELDBOOK:
PAGE:
DRAWING N0:
EC2
RECORD DRAWING/ASmBUILT SHEET: 26 OF: 32
Wl - 310182