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5-0" CLEAR
f �I SAWCUT THRU PIPE CROWN 1,
II THICKNESS. PROVIDE HOLES AT I I
CORNERS TO PREVENT OVERCUTS, 'I °
TYP ALL CORNERS. I'
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\\NOTE: TEMPORARY BULKHEAD
OMITTED FOR CLARITY. SEE DWG
S203 FOR BULKHEAD DETAILS.
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ESI 5'-0"x8'-0" OPENING
I
SECTION A
SCALE: 1/2 -1 -0 S201
B A C
CAST -IN -PLACE CONCRETE OR
SHOTCRETE. MATCH EXISTING PIPE WALL
THICKNESS.
MATCH ALL EXISTING LONGITUDINAL
;EINF SIZE AND SPACING. CHIP BACK
ONC AS NECESSARY TO COUPLE NEW
BARS TO EXISTING EACH END WITH
MECHANICAL COUPLERS. ASSUME 14
TOTAL #6 BARS TOP & BOTTOM FOR
BIDDING PURPOSES.
IC
MATCH ALL EXISTING
CIRCUMFERENTIAL REINF SIZE AND
SPACING. CHIP BACK CONC AS
NECESSARY TO COUPLE NEW BARS
TO EXISTING EACH END WITH
MECHANICAL COUPLERS. ASSUME 34
TOTAL #6 BARS TOP & BOTTOM FOR
BIDDING PURPOSES.
/ \ BAR LOCK TYPE
MECHANICAL COUPLERS,
° TYP. EACH END
CIRCUMFERENTIAL AND
RESTORE LINER LONGITUDINAL BARS
FOLLOWING PIPE
REPAIR, TYP.
r j ROUGHEN ALL i it
CONTACT SURFACES � CHIP BACK AS REQ D FOR
TO 1/4" AMPLITUDE II.I MECHANICAL COUPLERS
EXIST LINER, TYP. ' ' II WHEN REPAIRING THE
II AND COAT WITH LATEX I OPENING.
BONDING AGENT, TYP. I
EXIST LINER, TYP.
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ESI 5'-0"x8'-0" OPENING REPAIR
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' I ' I CROWN COUPON
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oS203 FOR BULKHEAD DETAILS.
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ESI 5-0" x 8'-0" OPENING
DETAIL 1
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SCALE: 3/4"=1'-0" S201
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REVISION DESCRIPTION
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E A F
#5 HOOKED BAR @ 12" O.C. EW (4 ROWS OF
7 BARS EACH ROW, TYP (6) OPENINGS)
+/- 3'-6 3/4" CAST -IN -PLACE CONCRETE
OR SHOTCRETE
#5 @ 6" O.C. LONGITUDINAL
n1'-8" TYP
c90
/ \
°. 3 -0 CLEAR
SAWCUT THRU PIPE CROWN
II THICKNESS. PROVIDE HOLES AT II
II CORNERS TO PREVENT OVERCUTS, I' °
d° .1 TYP ALL CORNERS. SALVAGE
CROWN COUPON FOR /
REINSTALLATION.
k ,
EXIST LINER, TYP.
ESI 1'-8"x3'-0" OPENING
SECTION B
SECTION
C
SCALE: 1/2 -1 -0 S201
SCALE: 1/2 -1 -0
S201
—
-
--- - --- -- -- --- ---
CONCRETE OR SHOTCRETE
-
PIPE REPAIR. CHIPPING FOR
I
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=�-
1
--I -- -- -- - REBAR COUPLERS AND REINF
i NOT SHOWN FOR DWG
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REMOVE PIPE CROWN
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COUPON AND
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SALVAGE FOR
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REINSTALLATION
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THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN
APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
BY IAPVDI DATE
B
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its Engineering
C
ESI 5-0" x 8'-0" OPENING REPAIR I ESI 1'-8" x 3'-0" OPENING
DETAIL 2
SCALE: 3/4"=1'-0" S201
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
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.
■
G A H
M
REINSTALL ORIGINAL CROWN COUPON. ROUGHEN ~
ALL SURFACES AND EPDXY GROUT AROUND ALL N
Cfl
Ir-
EDGES. COAT CUT EDGES OF EXISTING LINER WITH O
EPDXY PRIOR TO REINSTALLING. TYP. O
M
#5 @ 6" O.C. LONGITUDINAL CONT. FULL
LENGTH OF CONCRETE CLOSURE. U
#5 CIRCUMFERENTIAL REINF @ 6" O.C.
W/ 1 1/2" COVER
�4" CHAMFER CORNERS
d ALL AROUND, TYP.
DRILL & EPDXY
/ a \ ANCHOR WITH 6"
�RESTORE LINER `� \ \ EMBEDMENT, TYP
FOLLOWING PIPE \� \\ \ ALL HOOKED BARS
REPAIR, TYP.
' ; ROUGHEN ALL CONTACT
II SURFACES TO 1/4 AMPLITUDE II
'I AND COAT WITH LATEX BONDING I' °
AGENT. TYP.
�\ \ EXIST LINER, TYP.
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1'-8" x3'-0" OPENING REPAIR O
I I
SECTION D Q
SCALE: 1/2 =1 -0 S201
I
- - -
-
t
CONCRETE OR SHOTCRETE
- -
I
CLOSURE OVER REINSTALLED
CROWN COUPON. CHIP BACK AND
'
1
REMOVE CHEM. GROUTED SOIL AS
REQ'D.
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#5 HOOKED DOWELS.
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- - - - —
EPDXY ANCHORED
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-
DETAIL 3
SCALE: 3/4"=1'-0" S201
DESIGNED/DRAWN:
CHECKED:
R. ROBERTS
C. ROBERTS
PROJECT ENGINEER:
SCALE:
B. SLIGER
AS NOTED
DESIGN APPROVAL:
FACILITY NUMBER:
B. ISAAC
NONE
10n rft
PROJECT ACCEPTANCE:
CONTRACT NO:
M. DARBY
C01307C18
ESI 1'-8" x 3'-0" OPENING REPAIR
DETAIL LL
SCALE: 3/4"=1'-0" S201
DEPARTMENT OF NATURAL RESOURCES & PARKS
WASTEWATER TREATMENT DIVISION
EASTSIDE INTERCEPTOR SECTION 2
REHABILITATION - PHASE II
ESI PIPE SECTIONS
ACCESS OPENINGS
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DATE:
I—
JANUARY 2019
W
PROJECT FILE NO:
0/
16-1123630
LL
DRAWING NO:
O
S202
SHT NO / TOTAL
I REV
28 36
NO:
0
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