HomeMy WebLinkAboutS-322303Q
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DETAIL
SDCB-7
C7
SCALE 3"=I'-0",
INSTALL ADJUSTMENT RINGS
AS NECESSARY, 4" MIN,
16" MAX HEIGHT -----
---,,
8" PVC SS IE 10-95
EX 60" DIA ENCASED IN 14"
CONC SD STEEL SLEEVE
IE 9.43
96" DIA —
TYPE 2 CB
N
I
STD SOLID
LOCKING LOCKING RING AND
COVER
—RIM EL 19-05 REPLACE SHORT SECTION
OF 60" DIA
EX 60" DIA
CONC SD
I II
D
SECTION A
SDCB-7
SCALE 1/4"-1'-0"
BOT EL 7.40
MAXIMUM PAY LIMITS FAR TPP-1\1(lw
DETAIL -�� L- " \�� 2
TYPICAL TRENCH G2
1
DETAIL
SCALE NONE
BEDDING, BACKFILL
PER CITY STD DETAILS
B063, B077, H032,
AND H032.1
.NOTES FOR DETAIL 2:
I. TRENCH BEDDING AND BACKFILL SHALL
BE PER CITY STD DETAILS EXCEPT
MAXIMUM PAY LIMITS FOR TRENCH
BACKFILL SHALL BE OD+5'
SURVEYED: SCALE:
DH&A
VD 1988
DESIGNED: AS SHOWN HORIZONTAL: VERTICAU NA NAD i9a3/1991
LMG
0 ISSUE FOR BID DRAWN:
CAD
N !0. 0 CHECKED: ONE INCH DA
MSG FULL REVISION AT SCALE
IF NOT ONE INCH
BY E APPR APPROVED: SCALE ACCORDINGLY
MSG
--'� III/-11 I fr-IWAL INUN-5IURM EVENT WATER SURFACE ELEVATIONS MAY
RANGE FROM EL 10.0 TO 11.5. INSTALLATION OF THIS CATCH BASIN WILL
REQUIRE DEWATERING, PLUGGING OF UPSTREAM AND DOWNSTREAM PIPE
SEGMENTS AND TEMPORARY DIVERSION OF STORMWATER. TEMPORARY
DIVERSION PLAN TO BE PORARY
SPECIAL PROVISIONS. SUBMITTED IN ACCORDANCE WITH PROJECT
SLEEVE SHALL EXTEND 3 FT BEYOND BOTH SIDES OF OUTSIDE SURFACE
OF CATCH BASIN.
SEE SPECIFICATIONS FOR CASING SPACER AND END SEAL REQUIREMENTS.
CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER CITY
STANDARD B035 AND THE SPECIFICATIONS.
50 SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION
REQUIREMENTS.
Scale Feet
1/4))= 1 I-0y) 2 0 2 4 6 • 10
Scale I Feet
J&6 oft-30-14%
CITY OF
RENTON
Planning/Building/Public Works Dept.
>
>
S-,322303
CULVERT REPLACEMENT PROJECT
SW 34TH STREET DATE: 03/2/07
IELDSOOK:
PACE: N
SEWER MAIN RELOCATION AND DRAWING 0: C8
CIVIL DETAILS
SHE
ET OF.
0 16
-7
-----------
--'� III/-11 I fr-IWAL INUN-5IURM EVENT WATER SURFACE ELEVATIONS MAY
RANGE FROM EL 10.0 TO 11.5. INSTALLATION OF THIS CATCH BASIN WILL
REQUIRE DEWATERING, PLUGGING OF UPSTREAM AND DOWNSTREAM PIPE
SEGMENTS AND TEMPORARY DIVERSION OF STORMWATER. TEMPORARY
DIVERSION PLAN TO BE PORARY
SPECIAL PROVISIONS. SUBMITTED IN ACCORDANCE WITH PROJECT
SLEEVE SHALL EXTEND 3 FT BEYOND BOTH SIDES OF OUTSIDE SURFACE
OF CATCH BASIN.
SEE SPECIFICATIONS FOR CASING SPACER AND END SEAL REQUIREMENTS.
CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER CITY
STANDARD B035 AND THE SPECIFICATIONS.
50 SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION
REQUIREMENTS.
Scale Feet
1/4))= 1 I-0y) 2 0 2 4 6 • 10
Scale I Feet
J&6 oft-30-14%
CITY OF
RENTON
Planning/Building/Public Works Dept.
>
>
S-,322303
CULVERT REPLACEMENT PROJECT
SW 34TH STREET DATE: 03/2/07
IELDSOOK:
PACE: N
SEWER MAIN RELOCATION AND DRAWING 0: C8
CIVIL DETAILS
SHE
ET OF.
0 16
-7