HomeMy WebLinkAboutWWP2703223.1CON5fR11CTI0N NOTES:
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PLAN
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SLALL: -I =2-U
CDPLUG 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.
O2 CONNECT NEW SSMH-1 TO EX 8" SS FROM SOUTH.
O3 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.
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O5 REMOVE EX CB AND SECTION OF 8" SD TO
NORTH
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THAT CONFLICTS WITH NEW SS PIPE. PLUG
PIPE PER
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CONSTRUCTION NOTE 14, DWG C3.
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O ALL TRANSITIONS BETWEEN NEW AND EXING
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7 REMOVE AND REPLACE APPROXIMATELY 10 LF CURB
AND GUTTER PER STD PLAN F-1 AS NEEDED TO
INSTALL MANHOLE.
® INVERT GIVEN IS FOR CENTER OF MANHOLE.
MAINTAIN SLOPE ACROSS STRUCTURE.
9O PROVIDE ETHAFOAM PAD AT CROSSING.
10 EXCEPT IN AREAS IDENTIFIED, PROTECT EX CURB
AND GUTTER DURING CONSTRUCTION.
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FINISHED GRADE
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43 LF,1 S-0.42%,
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EXISTING GRADE
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246 LF, S=0.44%, 8" DIA PVC
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SI DNA I, E'
FEXPIRES: 10-12-
132+00
PROFILE B
SCALE: 1 "-20" HORIZONAL
1 "_5' VERTICAL
0 ISSUE FOR BID
N0. I REVISION
B3+00
SURVEYED:
DH&A
DESIGNED:
LMG
DRAWN:
CAD
- 2 - O CHECKED:
RML
BY DATE APPR APPROVED:
MSG
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
S 11
S-322301 �
S 2.5 0 5 10
1"=5-0"
Scale Feet
20 0 20 40
1 "=20'-0"
Scale Feet
SW 34TH STREET
CULVERT REPLACEMENT PROJECT
SEWER MAIN RELOCATION
PLAN AND PROFILE (SHEET 1 OF 2)
DI
DATE:
03/2/07
FIELDBOOK:
PAGE:
DRAWING NO:
C6
SHEET: Q OF: 16
CAN mmm1w,