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BAND CLAMP
SIDE VIEW
SPLIT AT SPRINGLINE
CABLE END I
EACH SIDE /
BOLT FOR
CLAMP (TYP)
BAND CLAMP
TOP VIEW
° O 0 FABRICATE (4)
1 /4" PLATE ASTM A36 STEEL
GALV. AFTER FABRICATION PER ASTM A123.
CORNERS 1 /2" FILLET
ARRANGE HOLES TO FIT
BAND CLAMP AND CABLE ENDS.
° O 3/4" DIA. FOR CABLE
CHANCE CHAIN SHACKLE
BAND CLAMP, SEE DETAIL ---
CLAMP TIGHT TO PIPE,
TENSION CABLES.
3/8" GALV STEEL CABLE,
TWO CLAMPS EACH END, TYP.
BAND CLAMP (TYP) \
oQ /
_—III
CHANCE ANCHOR (TYP)
TOP SLOPE ANCHOR w/ PIPE CABLES DETAIL
N TS
171/2" DIA. CORE DRILL
THRU CB WALL
ANON —SHRINK GROUT
--12" FLANGE ADAPTER
12" HDPE PIPE
COMPACTED BEDDING
FABRICATE 1 V4" GALV. STEEL FLANGE�,
24W OD, 14" CENTER HOLE
211h" BOLT CIRCLE, o MANHOLE
6 EVENLY SPACED 1 W" DIA. HOLES a 0
14"
6--7A*O BOLTS LENGTH AS REVD., o a
NUTS & WASHERS
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DETAIL NOTES:
1. CONTRACTOR SHALL CONFIRM ALL FITTING DIMENSIONS,
BOLT SIZES AND LENGTHS. ANY CHANGES SHALL BE
SUBMITTED TO THE CITY FOR APPROVAL.
2. ALL BOLTS SHALL BE HEX HEAD, SAE GRADE 2.
CORROSION RESISTANT STEEL.
3. ALL ELBOWS AND FITTINGS SHALL BE FABRICATED
TO THE PIPE MANUFACTURER'S SPECS.
4. USE NON --SHRINK GROUT TO FILL VOID SPACE BETWEEN
FLANGE AND OUTSIDE OF MH WALL.
5. CHANNEL MH PER CITY STANDARDS.
DRILL 6 11/8" DIA. HOLES
TO MATCH BOLT PATTERN
HDPE CONNECTION DETAIL
N TS
COLLAR (2" 1
WELDED TO
SHAPE PIN
TO A POINT\
ANVIL FIG. TYPE 212 PIPE CLAMP WITH GALV. FINISH
OR EQUAL. SPLIT AT SPRINGLINE.
CLAMP ID 14" MIN TO ALLOW PIPE TO SLIDE THRU CLAMP.
10 LT,
ASHERS
PLATE
FILLET 1 /2" TYP
-7/8" Dia. 1--2" Dia.
7/8"
—4 1 /4"
6 1/2"—
PLATE DETAIL
I FOR PIPE PEN
4" SEE HDPE C01
DETAIL THIS St
1 /4" PLATE ASTM A36 STEEL
GALV. AFTER FABRICATION PER ASTM A123.
CONFIRM THAT PLATE WILL MATCH
CLAMP FITTING AND BOLT DIMENSIONS
BEFORE FABRICATION.
12" X 8' PIN PILE EACH SIDE
ASTM A36 STEEL GALV. AFTER FABRICATION PER ASTM A153.
PIPE ANCHOR DETAIL
NITS
NEW PRECAST
_ MANHOLE BASE
SECTION
CHANNEL MH PER CITY
STANDARDS.
12" SSMH CONNECTION DETAIL
4" MAX. COMPACTED THICKNESS
AC PAVEMENT, CLASS B (PATCH
OVER TRENCH, MATCH EXIST.
PAVEMENT THICKNESS)
61/2" MIN. COMPACTED THICKNESS
CRUSHED SURFACING
NEW PRECAST
MANHOLE SECTION 6" /
24"TYP 24"TYP
— 71 —
—
II
—
—,�—
_
II
HDPE SEWER MAIN
COUPLING (TYP) - HDPE SEWER MAIN
12"SDR 35 12"SDR 35
PVC SPOOL PVC SPOOL
4"— 6" COMPACTED CONCRETE OR SAND COLLAR MH
BEDDING MATERIAL ADAPTER FOR PVC PIPE (TYP)
ELEVATION
INSTALLATION PROCEDURES:
1. EXPOSE & REMOVE EXISTING PIPE.
2. SET MANHOLE & PVC SPOOL PIECES IN PLACE TO PROPER ALIGNMENT
& GRADE
3. RECONNECT PIPE WITH COUPLINGS (ROMAC 501 LONG BARREL OR EQUAL)
COUPLINGS SHALL HAVE ROMAC S.S. STIFFENING INSERT OR EQUAL FOR
HDPE PIPE END.
4. CHANNEL MANHOLE PER CITY STANDARDS.
5. FOR SSMH #4 CONNECTION REQUIRED ON ONE SIDE (EAST) ONLY.
MANHOLE CUT -IN INSTALLATION
THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN
PREPARED BY ROTH HILL ENGINEERING PARTNERS, LLC
(ROTH HILL). ALL FIELD INFORMATION PROVIDED BY OTHERS.
ROTH HILL HAS NOT VERIFIED THE ACCURACY AND/OR
COMPLETENESS OF INFORMATION PROVIDED BY OTHERS
AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF
ERRONEOUS INFORMATION PROVIDED BY OTHERS.
N TS
FIELD REP:_
REVISED BY
DATE:
REVISED TO INDICATE
CONSTRUCTION RECORDS
MARK WETHERBEE
BRIAN WOLF
MARCH 10, 2009
N TS
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I
EX. PAVEMENT
48" MIN.
UNLESS OTHERWISE:," .:.:::.::.:.::.:.::.:.::.:.:•: :.:.:.'..::•'.:.
APPROVED BY
THE ENGINEER l
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BEDDING MATERIALS
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IN PAVING
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WA
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38087
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Roth Hill Engineering
Partners LLC
SURVEYED:
SCALE:
N
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VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
AS
AS NOTED
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2600116th Avenue NE #100
DESIGNED:
EJW/SKS
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RothHill
Bellevue, Washington 98004
DRAWN:
MH
ONE INCH
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Tel 425.869.9448
CHECKED:
DATUM
�F
AT FULL SCALE
F—
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Fax 425.869.1190
NO. REVISION BY DATE APPR APPROVED:
IF NOT ONE INCH
SCALE ACCORDINGLY
3" MIN. COMPACTED DEPTH
CRUSHED ROCK
L
UNDISTURBED
NATIVE
MATERIAL
48" MIN.
UNLESS OTHERWISE
APPROVED BY
NATIVE BACKFILL OR THE ENGINEER
BANK RUN GRAVEL
WHEN REQUIRED
09
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6"MIN,
BEDDING MATERIALS
OFF PAVING
TRENCH DETAIL
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EXPIRES 11 Ol 2008 EXPIRES 11 16 2008
CITY 0 F CENTRAL PLATEAU
R E N TO N INTERCEPTOR, SECTION 2
Planning/Building/Public Works Dept. MISC. DETAILS & NOTES
PAGE
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