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FLAT SLAB TOP
KOR-N-SEAL
EXTEND INLET
1" BEYOND MH
WALL
24" SDR 35
DROP PIPE
900 BEND, P
CONCRET
CHANNEL
0.1-FT FA
SSMH #22 SECTIONrl_-�
SCALE: 1/2" = 1' - 0" -
NI(1TFC
1. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
60" MANHOLE CONE,
ADJUSTMENT RINGS,
FRAME AND COVER PER
CITY STD PLAN 400.1
AND 106
S K ETS,
D STEPS PER
-AN 400.1
ROP
)OD.
JWL
NG BRACKET
�TD PLAN
)RDINATE
900 BEND
BENCH LEVEL WITH
OUTLET PIPE, SLOPE 4%
L BOOT
MIN 6' COMPACTED
CSTC SUBGRADE
2. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE PER CITY STD PLAN 106.
3. SANITARY SEWER MANHOLES SHALL HAVE INTERIOR SURFACES, COATED PER CITY STDPLAN 400.1
1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE BY
NOTICE
Jim
0 /Z 1
DESIGNED
BAW
DRAWN
IF THIS BAR DOES
NOT MEASURE 1"
TTT
THEN DRAWING IS
CHECKED
NOT TO SCALE
KOR-N-SEAL AD
EXPANSION BAD
POSITIONED TC
CONCRETE ON /
STRUCTURE IN FIELD WAS FOUND TO
BE PERPENDICULAR TO ALIGNMENT,
ANGLED DRILL WAS NOT REQUIRED
KING COUNTY WASTEWATER TREATMENT DIVISION SEWER NOTES:
1. KING COUNTY SHALL REVIEW AND COMMENT ON THE CONTRACTORS ACCIDENT
PREVENTION PROGRAM (APP) PER WAC 296-800-140/296-155-110 AND SITE
SPECIFIC/ PROJECT SPECIFIC HEALTH AND SAFETY PLAN (HASP) PER WAC
296-155/WD 27.00.
2. KING COUNTY MANHOLES ARE PERMIT REQUIRED CONFINED SPACES AND ALL
APPLICABLE RULES AND REGULATIONS SHALL BE FOLLOWED PRIOR TO ENTRY.
3. NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414,
MARK. LAM PARD@KINGCOUNTY.GOV) A MINIMUM OF FIVE (5) WORKING DAYS IN
ADVANCE OF THE PRE -CONSTRUCTION CONFERENCE.
4. CONTRACTOR SHALL NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414,
MARK. LAM PARD@KINGCOUNTY.GOV) A MINIMUM OF THREE (3) WORKING DAYS
IN ADVANCE OF ANY CONSTRUCTION ACTIVITY WITHIN 50-FEET OF THE KING
COUNTY EASTSIDE INTERCEPTOR.
5. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE EASTSIDE
INTERCEPTOR DURING SHORING ACTIVITY.
6. KING COUNTY SHALL REVIEW THE SHORING PLANS.
7. A KING COUNTY REPRESENTATIVE SHALL BE PRESENT AT ALL TIMES ON -SITE
DURING EXCAVATION, CORING, AND INSTALLATION OF THE CONNECTION TO THE
KING COUNTY EASTSIDE INTERCEPTOR.
8. NO DEBRIS SHALL BE PERMITTED TO ENTER THE KING COUNTY SEWER SYSTEM
DURING CONSTRUCTION OF/OR CONNECTION TO THE KING COUNTY EASTSIDE
INTERCEPTOR.
9. NO WORK ON OR CONNECTING TO THE KING COUNTY EASTSIDE INTERCEPTOR
SHALL BE BACKFILLED UNTIL THE WORK HAS BEEN INSPECTED AND APPROVED BY
A KING COUNTY REPRESENTATIVE.
10. THE CONNECTION TO THE KING COUNTY EASTSIDE INTERCEPTOR SHALL NOT BE
PUT INTO SERVICE UNTIL ALL NEWLY INSTALLED PIPE HAS BEEN CLEANED,
INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTON.
RECORD
DRAWINGS
SEE MUrraYSMirth
S TE ON
COOVERVER SHEEEET
i
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'e e.p•e e e „ e:p o o.e a ';.e.p e
e.
24" IE TO MATCH
C900 SS p e.
2% SLOPE SPRINGLINE OF
KC INTERCEPTOR
KING COUNTY AS -BUILT
TYP DIMENSIONS FOR DEFLECTION MANHOLE 108 INCH PIPE
KING COUNTY MANHOLE R01-17 CONNECTION
SCALE: 3/8" = 1' - 0"
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
KING COUNTY CONNECTION DETAIL
S 3RD ST & BURNETT AVE S
S-394932
SHEET
SS-41
76 of 121
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021