HomeMy WebLinkAboutWTR2703005.5O
M
N
EXIST GRADE
NATIVE BACKFILL 6„
TYP
WASHED PEA WRAP PEA GRAVE
GRAVEL DRAINAGE GEOTEX
W/MIN OVERLAP
1 I "
FLEX TEND DOUBLE BALL & / ^�
SOCKET FLEXIBLE EXPANSION
JOINT WRAPPED IN 8 MIL 4'
BLACK POLYETHYLENE
SECTION A
SCALE: 1 /4"=1 '-0" �2O
! WASHED PEA GRAVEL EXIST
1 2" DIP
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EXIST 16" CIP EXIST BOX I
2 & VALVE I
! I I 3 4 1
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o
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EXIST 16" STEEL PIPE
UPPER LIMIT OF
CLEANING & RECOATING
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A NATIVE BACKFILL CONC DEADMAN
ANCHOR
112.0 WASHED PEA GRAVEL FROM VALVE FLANGE
TO CL OF DEADMAN
'4 r-EXIST BOX & VALVE
2 3
EXIST GRADE
II II ,
-7777-
1 1 I I
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4 —
( _ __-I 8 8
EXIST
-----
---- - - - - -- - ------ - - - ---� 16 CIP
WRAP PEA GRAVEL IN INSTALLED TIE RODS
EXIST CONC EXIST PIPE rJ DRAINAGE GEOTEXTILE PER SECTION, TYP
FOOTING 16" CIP SUPP CH2.0 W/MIN OVERLAP OF 2' 8 PLCS AROUND PIPE
16" DIP FLEXIBLE EXPANSION JOINT SECTION g
SCALE- 1 /4"=1 '-0"
EXIST 2" BYPASS VALVE CONC DEADMAN
REWORKED BY RENTON ANCHOR
WATER DEPT AS PART OF
TANK TELEMETRY. 2" VALVE „
WITH 1 " COPPER PIPE 1 -�
##4 @ 8" OC
EW, CTRD IN
CONCRETE
EXIST BOX & VALVE
I \iBiLOCKK
I8EXIST/16" CIPPIPE SUPPORTrj 6'-0,>LAYING LENGTHI CH2.0 71.5" FLxFL EXIST EXIST THRUST INSTALLED TIE RODS
CONC REMOVED & REPLACED PER SECTION, TYP
J FOOTING W/ NEW THRUST BLOCK 8 PLCS
16 DIP FLEXIBLE EXPANSION JOINT
SCALE: 1 /4"=1 '-0"
2"
TYP
I
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SHIM P 2'-4"x
10"x REQ'D
1 /8 7"@7"
1 /8 7"@7"
l �
(E) CONC FLOOR---.,
(4) 1 /2"0 HILTI KWIK BOLT
F11 EXPANSION ANCHOR WITH
2 1 /4" MIN EMBED
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B-LINE B2400 STD
PIPE STRAP
B-LINE CHANNEL AS
PLAN REQUIRED
B-LINE PIPE STRAP
B-LINE CHANNEL
ELEVATION
SEISMIC SUPPORT FOR
HORIZONTAL PIPE DETAIL
SCALE: 3/4"=1 '-O"
'5'
CH2.0
B-LINE B-42 CHANNE
TRANSVERSE BRACE, T'
CONTRACTOR TO FIELD
VERIFY LENGTH REQ'D
PRIOR TO FABRICATION
CH2.0
EXIST VALVE
EXIST 8" CIP
EXIST GRADE
I
EXISTING CONDITION
TANK OVERFLOW
SCALE: 1 /4"=1 '-O"
IINE 13314-0 SERIES
1DARD PIPE CLAMP
INE B335-2-9/16"
)STABLE HINGE, TYP
/ 1 6 TYP
- (E) TANK
COLUMN
PLAN -TRANSVERSE EI?%.CI NG..Il l'
SEISMIC SUPPORT FOR
VERTICAL PIPE DETAIL
SCALE: 3/4"=1 '-0"
N0.
RECORD DRAWING
BID SET
REVISION
"6'
CH2.0
CH 1.0
CONSTRUCTION NOTES:
ODISCONNECTED & REMOVED EXIST 16" CIP
BETWEEN 90' VERTICAL BEND & FIRST VALVE
NEAR RISER FOOTING.
2� INSTALLED 12" LONG x 16" DIP SPOOL, FLxFL.
OINSTALLED 16" DIP EBBA IRON INC FLEX TEND
DOUBLE BALL & SOCKET FLEXIBLE EXPANSION
JOINT W/ 8" EXPANSION FLxFL, WRAPPED IN 8
MIL THICK TUBE OF POLYETHLENE.
4O INSTALLED 1 '-1 " LONG x 16" DIP SPOOL, FLxPE,
LENGTH TO FIT & STEEL TIE RODS PER CITY OF
RENTON STANDARD PLAN PAGE B089, SHACKLE
RODDING & TIE BOLTS. AS AN ALTERNATE TO
STEEL RODS, USE WEDGE STYLE RESTRAINT
MECHANISM (MEGALUG AS PRODUCED BY EBAA
IRON, INC OR APPROVED EQUAL).
SURVErED:
DESIGNED:
BPS
BPS
8/19/03
DRAWN. KMH
BPS
10/1 /02
CHECKED:
JAL
BY
DATE
APPR
APPROVED:
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
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! EXIST 16" CIP 1 EXIST BOX
& VALVE
I
I I
I 1 I !
I EXIST
16" CIP
!
I
EXIST
! CONC
FOOTING
EXISTING CONDITION DETAIL
SCALE: 1 /4"=1 '-O"
PIPE
SUPPORT 6
CH2.0
EXIST VALVE
EXIST 8" CIP
EXIST GRADE
8" SPOOL TYPE FLEXIBLE RUBBER
EXPANSION JOINT TANK OVERFLOW
SCALE: 1 /4"=1 '-0"
CONSTRUCTION NOTES: (CO
ODISCONNECTED EXIST FLANGE ADAPTER & CUT
EXIST 8" STEEL OVERFLOW PIPE.
IM300505
6O ATTACHED FLANGE ADAPTER TO 8" STEEL
OVERFLOW PIPE. INSTALLED SPOOL TYPE FLEXIBLE
RUBBER EXPANSION JOINT (METRAFLEX -100HT OR
APPROVED EQUAL).
7O CLEANED, INSPECTED & RECOATED EXISTING 16"
STEEL PIPE & 16" CIP 90' VERTICAL BEND &
FITTINGS (AS SPECIFIED). ALLOW CITY TO INSPECT.
OPROVIDED RESTRAINED JOINTS FROM SOUTH END
OF FLEX TEND FLEXIBLE EXPANSION JOINT TO THE
FIRST JOINT BEYOND THE SECOND VALVE ON THE
EXIST 16" PIPE.
RCITY OF
RENTON
Planning/Building/Public Works Dept.
RECORD DRAWING
THIS RECORD DRAWING HAS BEEN PREPARED BASED ON
INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE
ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, OR
FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THIS DOCUMENT AS A RESULT.
DATE:
RENTON ELEVATED WA "I'ER IA NKS 8/ 19/03
SEISMIC REPAIR AND REHABILI TA TION FIELDBOOK:
PAGE:
DPAWIHG NO:
HIGHLANDS RESERVOIR C H 2.O
SECTIONS AND DETAILS `"`F5 OF
18
WTie. ?1-jpaor
SCANNED MAR 2 9 ply* / i rf� y&C 0f
q LL'I�_,l-