HomeMy WebLinkAboutWTR2703214.38NOTE: CONTRACTOR MAY BUTT WELD OR LAP WELD ROOF JOINTS
OTE: BASE METAL SHALL BE PREHEATED 1 _ -ME
IITHIN A DISTANCE OF FOUR TIMES THE PLATE THICKNESS FROM THE
OCATION OF THE WELD WHEN TEMP _ S BELOW 32'F
C4x5.4 CHANNEL
HINGE COVER, S-0" LENGTHS
WITH Y4" GAP BETWEEN COVERS
i
2'-0" UNISTRUT ® 6'-0" O.C.
MAX AND AS REQUIRED TO
SECURE TO TANK. TYP FULL
HEIGHT OF TANK.
r- RESERVOIR SHELL
1
i
JUST ANCHOR BOLT C3x5xO'-2" ® 6'-0" O.C. (TYP)
'ATIONS AWAY FROM CABLE
TRAY CENTERLINE BY 0'-4%".
TYP 2 ANCHORS
CABLE TRAY
::GALE —
RESERVOIR SHELL
PENETRATION DIAMETER =
PROPOSED STEEL NIPPLE O.D. +
1/8", (TYP.)
CONTRACTOR TO PROVIDE
PROPOSED COMPRESSION FITTING
OVER EACH END OF THREADED
NIPPLE TO MAKE WATER TIGHT
AND SECURE PROPOSED SAMPLING
LINE INSIDE NIPPLE (TYP.)
TYf
SECURE WITH LOCKING
MECHANISM
" SST BOLT TYP EA
END OF UNISTRUT
SUPPORT, TYP,
PROPOSED COPPER
SAMPLING LINE. WRAP
COPPER TO PREVENT
DIRECT CONTACT WITH
STEEL (TYP.)
PROPOSED STEEL NIPPLE WITH
THREADED ENDS, (TYPICAL FOR
EACH SAMPLING LINE)
TYPICAL SHELL PENETRATION FOR
SAMPLING LINES
Iviil !u LLr
DOUBLER PLATE
/r
l
TYP.
FLOOR PLATE
PIPE
r�.
PIPE PENETRATION DETAIL PP.)_ �06
NOT TO SCALE
TYF
PL 34"x12"x7"
2-5/8" TY
ANNULAR RING
ROOF PLATE, TYP.
1�n
SEAL
TYP
ROOF JOINTS
NOT TO SCALE
ELEVATION SECTION
ANCHOR BOLT CHAIR
NOT TO SCALE
FLOOR PLATE
f
f
2 -0" SUMP BOTTOM,
5/16" PLATE
5/16
FLANGE
DRAIN PIPE,
PER PLAN
3"
DURADEK 1-6000 1Y2" THICK
FRP GRATING. GRATING SHALL
BE FLUSH WITH FLOOR PLATE
L2x2A" GRATING
SUPPORT, CONT.
SUMP WALL,
5/16" PLATE
1/4
SUMP DETAIL 512 512
ItD
aC I STSgf'�
ZONAL
SIGNED: 06129107
INSIDE SHELL INSIDE SHELL INSIDE SHELL
1Wg `
1/8" MAX 1/8" MAXI
37.5' ' 37.5' >37.5' y6„ 29675 4 $.9
¢Isrzs l
dONAL
1/8" 1/8- /�
1 /8" 1 /8" _ ` ! SIGNED: 06129107
Y
vos�'>
SHELL COURSES 1-9 SHELL COURSES 10-12 SHELL COURSES 13-15
SHELL HORIZONTAL JOINTS 509
NOT TO SCALE 1 /
NOTE: BASE METAL SHALL BE PREHEATED TO A TEMPERATURE OF 100'F
WITHIN A DISTANCE OF FOUR TIMES THE PLATE THICKNESS FROM THE
LOCATION OF TN_ "•� " T `�E METAL TEMPERATURE IS BELOW 32'F
INSIDE SHELL
THICKNESS < s"
INSIDE SHELL p +r 1/8
CLIP TO
ACCOMMODATE
SHELL WELD 60.0'
THICKNESS > %"
SHELL BUTT JOINTS 510
NOT TO SCALE
W 321
426 4
REVISED TO CONFORM
C S T R U TIO ECORDS
kv06/08/09
R ENGINEERING INC. DATE
NOTE: BASE METAL SHALL BE PREHEATED TO A TEMPERATURE OF 100'F
WITHIN A DISTANCE OF FOUR TIMES THE PLATE THICKNESS FROM THE
LOCATION OF THE WELD WHEN THE BASE METAL TEMPERATURE IS BELOW 32'F
6 1/2-
GROUT PAD
d
n G 14.16
d
as a
d a a
d
CONCRETE RINGWALL
BOTTOM PLATE
ANNULAR RING TO SHELL
TANK FLOOR
PLATE, TYP.
I 1
NOTE: SINGLE WELDED BOTTOM ANNULUS RADIAL
JOINTS SHALL BE MADE USING A BACKING BAR
AND ROOT OPENING TO ENSURE COMPLETE
PENETRATION PER AWWA D100-05 14.3.2.9.
ANNULAR RING
PLATE, TYP.
INSIDE SHELL
1 2"
1 /2"
I!
N ,iEERS
PLANt'`=IER
R GCIEN -
L COMPACTED SAND FILL RH2 ENGIs aNG IN
r.r ;
,ttp: //www.rh2.com
mailbox(�rh2.com
', M0.720.8052
BELLINGHAM OFFICE
360.676.0836
454 West Horton Road
OTHELL OFFICE
425.951.5400
12100 NE 195th Street,
EAST WENATCHEE OF`-
509.886.2900
300 Simon Street, Suite
PORT ORCHARD OFF
360.876.7960
cr?n Kits^,p S!rp€t S;;i{� 1n?
J WN
BACKING BAR ' 0 1" 2"
DRAWING IS NOT TO SCALE
ANNULAR RING BUTT JOIN*OMPACTED SAND FILL =, NOT 2" LONG
PLOT: 1
- - - -
DWG NO.
S08
DAB: SEP 14, 2009
DY
KJS
06/08/09
CLIENT: REN
20
BTE
MM
10/09/07
Joe No. 105-049
T341
BY
IREVIEW,
DATE
FILENAME HAZEN-D-STRO7
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