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EXISTING GRADE
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CONSTRUCTION NOTIES:
PLUG EX SS TO THE WEST WITH 2' NON—SHRINK
EPDXY GROUT. MODIFY MANHOLE BASE TO CHANNEL
FLOW TO THE SOUTH. CORE DRILL HOLE FOR NEW
8" SS TO SOUTH. FILL ANNULAR SPACE WITH
NON—SHRINK EPDXY GROUT,
CONNECT NEW SSMH-1 TO EX 8" SS FROM SOUTH.
REPLACE PAVEMENT FOR FULL LANE WIDTH. REPLACE
ANY DISTURBED PAVEMENT MARKINGS.
LOCATION SHOWN IS APPROXIMATE CONTRACTOR TO
VERIFY DEPTH PRIOR TO CONSTRUCTION, IF NO
CONFLICT WITH PROPOSED IMPROVEMENTS, PROTECT
FROM DAMAGE DURING CONSTRUCTION. IF EX UTILITY
CONFLICTS WITH IMPROVEMENTS, NOTIFY ENGINEER.
REMOVE EX C13 AND SECTION OF 8" SD TO NORTH
THAT CONFLICTS WITH NEW SS PIPE. PLUG PIPE PER
Lij
CONSTRUCTION NOTE 14, DWG C3.
U)
ASF ALL TRANSITIONS BETWEEN NEW AND EXING ASPHALT
PAVEMENT SHALL BE SAWCUT. TRANSITIONS BETWEEN
U)
NEW AND EX CONCRETE SHALL BE SAWCUT OR AT
EX JOINTS.
REMOVE AND REPLACE APPROXIMATELY 10 LF CURB
AND GUTTER PER STD PLAN F-1 AS NEEDED TO
< INSTALL MANHOLE.
®INVERT GIVEN 10, FOR ('P_K1TP_P OF MANHOLE.
10 =. =� � O •• = O7 MAINTAIN SLOPE ACROSS STRUCTURE.
9 PROVIDE ETHAFOAM PAD AT CROSSING.
EXCEPT IN AREAS IDENTIFIED, PROTECT EX CURB
AND GUTTER DURING CONSTRUCTION.
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CONSTRUCTION NOTIES:
PLUG EX SS TO THE WEST WITH 2' NON—SHRINK
EPDXY GROUT. MODIFY MANHOLE BASE TO CHANNEL
FLOW TO THE SOUTH. CORE DRILL HOLE FOR NEW
8" SS TO SOUTH. FILL ANNULAR SPACE WITH
NON—SHRINK EPDXY GROUT,
CONNECT NEW SSMH-1 TO EX 8" SS FROM SOUTH.
REPLACE PAVEMENT FOR FULL LANE WIDTH. REPLACE
ANY DISTURBED PAVEMENT MARKINGS.
LOCATION SHOWN IS APPROXIMATE CONTRACTOR TO
VERIFY DEPTH PRIOR TO CONSTRUCTION, IF NO
CONFLICT WITH PROPOSED IMPROVEMENTS, PROTECT
FROM DAMAGE DURING CONSTRUCTION. IF EX UTILITY
CONFLICTS WITH IMPROVEMENTS, NOTIFY ENGINEER.
REMOVE EX C13 AND SECTION OF 8" SD TO NORTH
THAT CONFLICTS WITH NEW SS PIPE. PLUG PIPE PER
Lij
CONSTRUCTION NOTE 14, DWG C3.
U)
ASF ALL TRANSITIONS BETWEEN NEW AND EXING ASPHALT
PAVEMENT SHALL BE SAWCUT. TRANSITIONS BETWEEN
U)
NEW AND EX CONCRETE SHALL BE SAWCUT OR AT
EX JOINTS.
REMOVE AND REPLACE APPROXIMATELY 10 LF CURB
AND GUTTER PER STD PLAN F-1 AS NEEDED TO
< INSTALL MANHOLE.
®INVERT GIVEN 10, FOR ('P_K1TP_P OF MANHOLE.
10 =. =� � O •• = O7 MAINTAIN SLOPE ACROSS STRUCTURE.
9 PROVIDE ETHAFOAM PAD AT CROSSING.
EXCEPT IN AREAS IDENTIFIED, PROTECT EX CURB
AND GUTTER DURING CONSTRUCTION.
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FINISHED GRADE
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Z+Z LF! b=0-427., 8 DIA PVC
10
o
I
C1 11
ONA LV'�p
EXPIRES: 10
ill I ME#
PROFILE B
SUALE: 1 "=20' HORIZONAL
1 "=5' VERTICAL
REVISION
m.
+00
SURVEYED:
DH&A
DESIGNED:
LMG
DRAWN:
CAD
—2-0-/ CHECKED:
PR [_RML
DATE AP APPROVED:
MSG
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
I
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
J&O CITY OF
RENTON
Planning/Building/Public Works Dept.
5 2.5 0 5 10
Scale Feet
85+00 )1= 11 20 0 20 40
1 2 0P-0 TTTT7%mmmmmm_m1111iI
Scale Feet
SW 34TH STREET DATE: 03/2/07
CULVERT REPLACEMENT PROJECT FIELDBOOK:
PACE:
SEWER MAIN RELOCATION
PLAN AND PROFILE (SHEET 1 OF 2)
It >
> q =*0
O't�
C6
SHEE'r. 8 OF:
16
3121213E]
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COW F
m
n
r)
Z+Z LF! b=0-427., 8 DIA PVC
10
o
I
C1 11
ONA LV'�p
EXPIRES: 10
ill I ME#
PROFILE B
SUALE: 1 "=20' HORIZONAL
1 "=5' VERTICAL
REVISION
m.
+00
SURVEYED:
DH&A
DESIGNED:
LMG
DRAWN:
CAD
—2-0-/ CHECKED:
PR [_RML
DATE AP APPROVED:
MSG
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
I
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
J&O CITY OF
RENTON
Planning/Building/Public Works Dept.
5 2.5 0 5 10
Scale Feet
85+00 )1= 11 20 0 20 40
1 2 0P-0 TTTT7%mmmmmm_m1111iI
Scale Feet
SW 34TH STREET DATE: 03/2/07
CULVERT REPLACEMENT PROJECT FIELDBOOK:
PACE:
SEWER MAIN RELOCATION
PLAN AND PROFILE (SHEET 1 OF 2)
It >
> q =*0
O't�
C6
SHEE'r. 8 OF:
16
3121213E]
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