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A A B A C A D
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3/4" THICK PLATE '
TYP EACH SIDE
TEMPORARY SLIDE GATE
SECTION A
SCALE: 3/4"=1'-0" S201
EXIST. LINABOND LINER. REPAIR
SEAL AROUND ALL HOLES AND DAMAGE AT
PLATES, TYP END OF WORK AFTER
BULKHEAD IS REMOVED. SEE
3/4" PL CUT TO
FIT, TYP EA SIDE DETAIL 2/-.
W6x25, TYP
i• :::;.i 4 x 3 3/4 x8 UHMWPE
BLOCK
r
1 1/2" THICK REMOVABLE
SLIDE GATE PLATES
#10x4" FLAT HEAD SST
5/8" DIA A325 IN SCREW (3), TYP EACH
OVERSIZE HOLES UHMWPE BLOCK L3x3x3/8, TYP
@ 12" O.C. MAX
PROVIDE WASHERS
BOTH SIDES, TYP
SIDE ATTACHMENT
SECTION D
SCALE: 3/4"=1'-0" ---
REVISION DESCRIPTION
A
BY IAPVDI DATE
B
5/16I\6
CUT FROM
L6x6x1 /2 x V-7 1/2"
d
°
d ° o
0
UL I AIL
W6x25. TYP SCALE: 3/4"=1'-0"
EACH SIDE
1-3x3x�/8, TYP
PL 5/8" x 1'-0" SQ BE
TO RADI S OF ESI
PIPE INTEtRIOR DIA
ESI PIPE WALL,
TYP EACH SIDE
3/4" DIA x 6" MIN EMBEDMENT
CONCRETE SCREW ANCHOR.
REMOVE ANCHOR WHEN
BULKHEAD IS REMOVED AT THE
END OF THE WORK AND FILL THE
HOLE W/ EPDXY GROUT, TYP.
SEE DETAIL 2 ON THIS SHEET
FOR LINER REPAIRS AFTER
REMOVAL.
I b
its Engineering
C
W6x25 w/ FLANGE COPED
@ L6x6 CONNECTION
5/16 V 6
TYP.
3 3/4"
1 1/2" THICK REMOVABLE -
SLIDE GATE UPPER PL
JOINT BETWEEN UPPER AND LOWER PLATES
L3x3x3/8" x 4'-10". SPACE
3/8" CLEAR BETWEEN
2" DIA OR AS REQ'D --"
FOR LIFTING
HARDWARE.
1 1/2" THICK REMOVABLE
SLIDE GATE LOWER PL
CUT FROM L6x6x1/2
x1'-7 1/2" LONG
W6x25
EDGE OF SLOT IN CROWN
4 x 3 3/4 x 8 UHMWPE BLOCKS. SEE
00 SLIDE GATE DETAIL 3/-.
1 1/2" THICK REMOVABLE
SLIDE GATE PLATES
co
co EDGE OF SLOT IN CROWN
3/4" DIA x 6" MIN EMBEDMENT
EXPOSED SURFACE OF CONCRETE SCREW ANCHOR
CONCRETE @ CUTOUT (4) REQ'D EACH CONNECTION. REMOVE
ANCHOR WHEN BULKHEAD IS REMOVED AT
THE END OF THE WORK AND FILL THE HOLE
W/ EPDXY GROUT. TYP
UPPER ATTACHMENT
SECTION B
SCALE: 3/4"=1'-0" ---
PL 5/8 x 1'-0" SQ BENT
TO RADIUS OF ESI
PIPE INTERIOR DIA 4" D
NOTE: SLIDE GATE PLATE HARE
W6x25 AND SIDE PLATE DETAILS
OMITTED FOR CLARITY.
PROVIDE A 2-LEG GA
STEEL CHAIN SLING W
3/4" DIA x 6" MIN EMBEDMENT LEGS AND A CENTRE
CONCRETE SCREW ANCHOR. (4) REQ'D RING ATTACHED TO TF
EACH W6x25. LOCATE AT 9" O.0 EW. SLIDE PLATE LIFTING L
REMOVE ANCHOR WHEN BULKHEAD IS RIGGING AND ATT,
REMOVED AT THE END OF THE WORK AND HARDWARE SHAI
FILL THE HOLE W/ EPDXY GROUT. TYP MINIMUM SAFE WORKING
10,000 LBS. EXTEND CH
INSIDE SURFACE TO SURFACE AND SE(
OF ESI PIPE INVERT EMERGENCY REMOV)
LOWER SLI
LOWER ATTACHMENT
SECTION C
SCALE: 1 1 /2"=1 '-0" ---
4x33/4x8UHMWPE
BLOCK W/ (3) #10 x 4" SST FLATHEAD
SCREWS, 1" CHAMFER, TOP & BOT OF
UHMWPE BLOCK, TYP
1 /8 TYP BOTH L3x3'S
1/8
1 1/4" W x 1/2" HIGH RUBBER BULB SEAL W/
(2) HOLLOW BULBS. ADHERE TO UPPER
SLIDE GATE ASSEMBLY
co
- PROVIDE PL 1" x 8" x V-0", LIFTING
LUGS ON LOWER SLIDE GATE PLATE.
(2) REQ'D. ATTACH CHAIN SLING TO
LIFTING LUGS.
5/16 TYP. EACH LUG
5/16
SLIDE GATE
SECTION E
SCALE: 3/4"=1'-0" ---
PERMIT ISSUE DRAWING
This document version is designed to contain
sufficient relevant information for the applicable
Permit Review submittal and approval process.
JAN UARY 2019
i
1 1/2" THICK REMOVABLE
SLIDE PLATE
RUBBER
BULB SEAL
LIF
4x33/4
BLO
NOTCH EACH SIDE
CLEAR W6x25
d °
EXIST. LINABOND LINER
°
d
a
MOVE ALL SCREW ANCHORS AND FILL
° . HOLES AND OTHER DAMAGE TO EXIST LINER
W/ EPDXY GROUT FLUSH WITH SURFACE OF
a EXISTING LINER
°
PATCH HOLE OR DAMAGED LINER W/
a LINABOND PER SECTION 09 97 50 OF
THE SPECIFICATIONS. PROVIDE MIN. 4'
OVERLAP WITH ADJACENT, EXISTING
LINER PER DETAIL 4 DWG C107
d
a.
LINER REPAIR
DETAIL 2
SCALE: 3/4"=1'-0" ---
4'-10" SLIDE
1 1/ T V V /1/ L I I I V I 1 1\ V✓✓ L I \✓ V L✓ V L/ \ L V V/
(2) HOLLOW BULBS. ADHERE TO BOTTOM
(CURVED PORTION) OF BOTTOM SLIDE PL
SLIDE GATE
DETAIL 3
SCALE: 3/4"=1'-0"
THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
This document is released for
the purpose of information
exchange review and planning
only under the authority of
Ronald M. Roberts, P.E.
(Washington License No.
20403) on January, 2019. It is
not to be used for bidding,
permit or construction
purposes.
DESIGNED/DRAWN:
CHECKED:
R. ROBERTS
C. ROBERTS
PROJECT ENGINEER:
SCALE:
B. SLIGER
AS NOTED
DESIGN APPROVAL:
FACILITY NUMBER:
B. ISAAC
NONE
PROJECT ACCEPTANCE: CONTRACT NO:
M. DARBY C01307C18
La
IQfl9 11'y
DEPARTMENT OF NATURAL RESOURCES & PARKS
WASTEWATER TREATMENT DIVISION
EASTSIDE INTERCEPTOR SECTION 2
REHABILITATION - PHASE II
ESI PIPE
TEMPORARY BULKHEAD
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DATE:
JANUARY 2019 W
PROJECT FILE NO: n/
16-1123630 ILL.
DRAWING NO: O
S203 >-
SHT NO / TOTAL REV 0 29 36 No: (�
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