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BAND CLAMP
SIDE VIEW
SPLIT AT SPRINGLINE
CABLE END L
EACH SIDE /
BOLT FOR
CLAMP (TYP)
BAND CLAMP, �
CLAMP TIGHT T(
TENSION CABLE
3/8" GALV STE[
TWO CLAMPS E/
BAND CLAMP
TOP VIEW
o O o 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.
0 3/4" DIA. FOR CABLE
12" HDPE PIPE
171/2" DIA. CORE DRILL
iTHRU CB WALL
NON— SHRINK GROUT
"<_-12" FLANGE ADAPTER
DRILL 6 11/8" DIA. HOLES
TO MATCH BOLT PATTERN
J° '
COLLAR (2" 1
WELDED TO
SHAPE PIN
TO A POINT
ANVIL FIG. TYPE 212 PIPE CLAMP WITH GALV. FINISH
OR EQUAL. SPLIT AT SPRINGLIKE.
CLAMP ID 14" MIN TO ALLOW PIPE TO SLIDE THRU CLAMP.
OLT, FILLET 1/2" TYP
1SHERS IT 7/8" Dia. 2" Dia.
PLATE
4"
112r
2"
7/8„
4 1 /4"
6 1/2"
PLATE DETAIL
1/4" PLATE ASTM A36 STEEL
GALV. AFTER FABRICATION PER ASTM A123.
CONFIRM THAT PLATE WILL MATCH
CLAMP FITTING AND BOLT DIMENSIONS
BEFORE FABRICATION.
14" X 8' PIN PILE EACH SIDE
ASTM A36 STEEL GALV. AFTER FABRICATION PER ASTM A153.
PIPE ANCHOR DETAIL
III NEW PRECAST
MANHOLE BASE
III SECTION
—I
III
IIII 24 "TYP
II
J
HDPE SEWER MAIN 11111- _
COUPLING (TYP)
12 "SDR 35
PVC SPOOL
N TS
4 "— 6" COMPACTED
BEDDING MATERIAL
ELEVATION
NEW PRECAST
MANHOLE SECTION
24 "TYP
n
—JL-
HDPE SEWER MAIN
12 "SDR 35
PVC SPOOL
CONCRETE OR SAND COLLAR MH
ADAPTER FOR PVC PIPE (TYP)
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.
N TS
THESE CONSTRUCTION RECORD DOCUMENTS
PREPARED ROTH HILL ENGINEERING PARTNERS, LLC
(ROTH 1 INFORMATION PROVIDED BY OTHERS.
COMPLETENESS ROTH HILL HAS NOT VERIFIED THE ACCURACY AND/OR
OF INFORMATION PROVIDED OTHERS
Roth AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF
ERRONEOUS INFORMATION PROVIDED BY OTHERS.
FOR PIPE PEN
SEE HDPE COI
DETAIL THIS SI
4" MAX. COMPACTED THICKNESS
AC PAVEMENT, CLASS B (PATCH
OVER TRENCH, MATCH EXIST.
PAVEMENT THICKNESS)
61/2" MIN. COMPACTED THICKNESS
CRUSHED SURFACING
m
III
Engineering
Partners, LL
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Tel 425.869.9448
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CD
Fax 425.869.1190 NO.
REVISION
a-
FOR PIPE PEN
SEE HDPE COI
DETAIL THIS SI
4" MAX. COMPACTED THICKNESS
AC PAVEMENT, CLASS B (PATCH
OVER TRENCH, MATCH EXIST.
PAVEMENT THICKNESS)
61/2" MIN. COMPACTED THICKNESS
CRUSHED SURFACING
m
UNDISTURBED �// . .....:' ........ .....:'...: :. NATIVE BACKFILL OR
NATIVE / \'::':::::::.. ::::::'::: ;:: ;.. ;::•
// •. �;..:-:•:. �:•:. �.:::::::'.::: ':•.�':•::•:•::•.•..• : :�•• : -• :• BANK RUN GRAVEL
MATERIAL.::.:.::.:. :.:.:.:. :.:.;.:..•. :'•:..:::•:. WHEN REQUIRED
48" MIN.
UNLESS OTHERWISE :'::•'::•::'. :: :' ::'.: :
APPROVED BY
THE ENGINEER
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:Ooo�''c;0.*
PVC PIPE
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ZONE MATERIALS
BEDDING MATERIALS
38087
)NAL E� IS 323
AS NOTE1
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
3" MIN. COMPACTED DEPTH
CRUSHED ROCK
0 0 00 0 0 �a o o� a o ��� � ��� /� /�
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NATIVE
MATERIAL ii .::.:.::::•:.::'•:.::•:.::•:.:: :'::•:.:. ::.:. :::. :::':•:.:;.:.
48" MIN.
UNLESS OTHERWISE
APPROVED BY
NATIVE BACKFILL OR THE ENGINEER
BANK RUN GRAVEL
WHEN REQUIRED
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BEDDING MATERIALS
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DETAIL TRENCH
N TS
535
NAVD 1988 CITY 0 F
HORIZONTAL' NAD ,983/,991 e►
RENTON
DATUM
Planning /Building /Public Works Dept.
CERTRAL PLATEA1
INTERCEPTOR, SECTION
DETAILS
PAGE:
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/VA\
:• ..•..•..•............•......... EX. PAVEMENT
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VV:
.:..: ::.::::.:::::':.':..':.:_:::::' . • . • . • :. • . •
EDGE OF EX.
:::.........:.: .........:.........•:.:.:..•:.: PAVEMENT
UNDISTURBED �// . .....:' ........ .....:'...: :. NATIVE BACKFILL OR
NATIVE / \'::':::::::.. ::::::'::: ;:: ;.. ;::•
// •. �;..:-:•:. �:•:. �.:::::::'.::: ':•.�':•::•:•::•.•..• : :�•• : -• :• BANK RUN GRAVEL
MATERIAL.::.:.::.:. :.:.:.:. :.:.;.:..•. :'•:..:::•:. WHEN REQUIRED
48" MIN.
UNLESS OTHERWISE :'::•'::•::'. :: :' ::'.: :
APPROVED BY
THE ENGINEER
,•. .
o d0 °oso :, oo p .b o 6 »MIN.
:Ooo�''c;0.*
PVC PIPE
o -Q'
o• b : • e
d
yI ° o o.
ZONE MATERIALS
BEDDING MATERIALS
38087
)NAL E� IS 323
AS NOTE1
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
3" MIN. COMPACTED DEPTH
CRUSHED ROCK
0 0 00 0 0 �a o o� a o ��� � ��� /� /�
'vXX A /VA / / /.•..;..•.... • • ............... ..VA�VAi
X/j \ \�/
UNDISTURBED !\//%V// ............: ..:........:::...:.::.::....:.. V�/
NATIVE
MATERIAL ii .::.:.::::•:.::'•:.::•:.::•:.:: :'::•:.:. ::.:. :::. :::':•:.:;.:.
48" MIN.
UNLESS OTHERWISE
APPROVED BY
NATIVE BACKFILL OR THE ENGINEER
BANK RUN GRAVEL
WHEN REQUIRED
o� o .°0 '
0. oo o .
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PVC PIPE Ooo pQ ;0o:00 o
° • :.O•
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.• o ® L6"MIN.
10 1 0
° -o ° o a PIPE ZONE MATERIALS
6 "MIN.
BEDDING MATERIALS
OFF PAVING""P
DETAIL TRENCH
N TS
535
NAVD 1988 CITY 0 F
HORIZONTAL' NAD ,983/,991 e►
RENTON
DATUM
Planning /Building /Public Works Dept.
CERTRAL PLATEA1
INTERCEPTOR, SECTION
DETAILS
PAGE: