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DEPTH: Y4"-%"
TERMINATION
TERMINATION
BELOW THE WATERLINE
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ABOVE THE WATERLINE
2
SCALE: 6"=1'-0"
C106
SCALE: 6"=1'-0"
C106
STRUCTURALPOLYMER
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AT OUTSIDE CORNER
6
SCALE: 6"=1'-0"
C106
SCALE: 6"=1'-0"
C106
REVISION DESCRIPTION
BY IAPVDI DATE
B
CAROLLO ENGINEERS, INC.
1218 3RD STREET,
SUITE 1600
SEATTLE, WA 98101
PH:206-684-6532 FAX:206-903-0419
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CONCRETE WIDTH: Y8%Y4"
SURFACE TREATMENT ON EXIST DEPTH: Y4"-Y2"
PROTECTIVE COATING OR EXIST STRUCTURAL
PLASTIC LINER PLATE POLYMER
PROTECTIVE LINING TO EXISTING
EPDXY OR POLYESTER COATING
OR EXISTING PLASTIC LINER
SCALE: 6"=1'-0"
PVC LINER
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POLYMER
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WIDTH. Y8"- Y4"
DEPTH: Y4"-Y2"
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CONCRETE
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STEEL, CONCRETE, OR
FIBERGLASS PIPE/SLEEVE
FLUSH AT WALL, SLAB, OR BEAM
SCALE: 6"=1'-0"
THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
PERMIT ISSUE DRAWING
This document version is designed to contain
sufficient relevant information for the applicable
Permit Review submittal and approval process.
IJAN UARY 2019 I
This document is released for
the purpose of information
exchange review and planning
only under the authority of
Erik J. Waligorski, P.E.
(Washington License No.
38087) on January, 2019. It is
not to be used for bidding,
permit or construction
purposes.
This document is released for
the purpose of information
exchange review and planning
only under the authority of
Brian A. Sliger, P.E.
(Washington License No.
55635) on January, 2019. It is
not to be used for bidding,
permit or construction
purposes.
■
BEAD OF SEAM MATERIAL
(0.08"-0.2" THICK)
1"
4" MIN OVERLAP
PVC LINER
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CONCRETE STRUCTURALPOLYMER
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3 LINER SEAMS (OVERLAP JOINTS
C 104 SCALE: 6"=1 '-0"
STEEL, CONCRETE,
OR FIBERGLASS
PIPE, SLEEVE, OR
OPENING
DESIGNED/DRAWN:
CHECKED:
B. HAWES
E. WALIGORSKI/
G. GOULD
PROJECT ENGINEER:
SCALE:
B. SLIGER
AS NOTED
DESIGN APPROVAL:
FACILITY NUMBER:
B. ISAAC
NONE
PROJECT ACCEPTANCE: CONTRACT NO:
M. DARBY C01307C18
PVC LINER
STRUCTURAL
POLYMER
CONCRETE
BACKER ROD
PIPE JOINT r8
SCALE: 6"=1'-0" C106
NOTE: SEE SECTION 09 95 50 OF SPECIFICATIONS FOR
ADDITIONAL LINABOND INSTALLATION REQUIREMENTS.
DEPARTMENT OF NATURAL RESOURCES & PARKS
WASTEWATER TREATMENT DIVISION
EASTSIDE INTERCEPTOR SECTION 2
REHABILITATION - PHASE II
Icing Clounty L I N A B O N D DETAILS
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DATE:
JAN UARY 2019
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