HomeMy WebLinkAboutWTR2703214.9PROPOSED 8" DI INLET CHECK
VALVE, (TYP. OF TWO)
PROPOSED RESERVOIR
INLET PIPE
PROPOSED INLET PIPE SUPPORTS,
SEE 1 FOR DETAILS.
07
RESERVOIR SHELL
A CENTER INLET PLAN
NOT TO SCALE
0 0',
0�0
0 0 cc
E:]_f,
0 0
FLANGE SUPPORT
RESERVOIR
SHELL _\
CONCRETE WALL
CORE DRILL CONCRETE,
OVERSIZE TO FIT LINKSEAL
PROVIDE LINKSEAL BETWEEN
PIPE AND CONCRETE
PIPE
D B LINK SEAL DETAIL
C15 0 NOT TO SCALE
1) FLANGE SUPPORT SHALL BE "STANDON"
BRAND AS MANUFACTURED BY MATERIAL
RESOURCES OR EQUAL.
2)IF SUPPORT IS SUBMERGED OR LOCATED
WITHIN A WATER BEARING STRUCTURE, ALL
HARDWARE AND SUPPORT MATERIAL SHALL
BE STAINLESS STEEL. IN ALL OTHER
AREAS, MATERIALS SHALL BE HOT —DIP
GALVANIZED UNLESS NOTED OTHERWISE.
B PIPE SUPPORT DETAIL
0 C15
SAMPLE LINE
STRAIGHT EDGE CUT
fSAMPLE LINE L OPENING OF PIPE (TYP.)
r SST PIPE 549.00'
SST PIPE SUPPORT
BOLT � SUPPORT
10O
l/
._ L 3" x 3" ------
WELD TO SHELL PLACE WALL SUPPORTS
AT 10 O.0
WATER QUALITY SAMPLING LINE WALL SUPPORTS
S(
HANDLE
ISOLATION VALVE,
(TYP. OF 3)
PROVIDE INSULATION BOARD
ON ALL INTERIOR WALLS (NOT
SHOWN)
FABRICATED STEEL
ENCLOSURE
WRAP ALL EXTERIOR SAMPLING
LINES WITH INSULATION,
INCLUDING INSIDE ENCLOSURE
COPPER WATER S-3"
QUALITY SAMPLING
LINE, (TYP. OF 3) 1
i RESERVOIR FLOOR
GROUT
PLAN INSIDIE TYP. AT MITER
SCREEN
\ % b
FABRICATED STEEL TABS TO HOLD (TYP.
SCREEN IN PLACE, TYP. SIDES AND
BOTTOM 12" WELDED STEEL 90' BEND, (FLxPE) i"
12" WELDED STEEL PIPE, APPROX. TYP. AT EACH
2'-0". TERMINATE PIPE AT 45' ANGLE LAP
4'-4
CONTRACTOR FABRICATED AIR GAP STRUCTURE. SS LID LATCH,
FABRICATE FROM 16" STEEL SPOOL, (FLxFL), (TYP. OF TWO) �'
42" LENGTH. PROVIDE 9"x24" CUTOUTS FOR
2" x 2" x" L, T304 SS.
% WELDED TO BOTTOM
•
BOTTOM MESH, T304
SS EXPANDED METAL,
16 GAUGE MIN. 4"
DIAMOND, WELD TO
BOTTOM ANGLE
- SCREEN AT EACH QUADRANT. PROVIDE TAPPED
BLIND FLANGE IN TOP FOR DISCHARGE PIPE. ; SS LIFTING EYE, (TYP, - '---
="
HOT DIP GALVANIZE AND COAT FINISHED P' EACH LID CORNER) PLAN NOT SHOWN THIS
INSIDE AND OUT. VIEW FOR CLARITY
NOT TO SCALE
62" STAINLESS STEEL PUNCHED SCREEN,"
OPENING SIZE, ROLLED TO MATCH SPOOL.
! WELD NO. 24 STAINLESS STEEL INSECT 1" x 1" X ", T304 SS
LL_ SCREEN SECURELY INSIDE AIR GAP HINGED LID
STRUCTURE. SEE INTERIOR PLAN 'vl' t, D
DETAIL LIFTING EYE, (TYP.) 0
FINISH GRADE, BASKET TOP FRAME,
16" SPOOL, PER DWG N0. M01, WITH LATCH x 1" L, T304 SS
-- THRUST COLLAR FL SET AT 1'-6" 2 x 2 x .063 WIRE `
- SH, SS WELD IN PLACE
BELOW FLANGE. SET IN CONCRETE AS AT SIDES AND LID
18" SHOWN
LATCH 1'-6"
TYP.
PROVIDE CONCRETE BLOCK TO
STABILIZE PIPE, EXTEND 12" r" x 1" L, T304 SS,
AROUND PIPE, MIN, AND 12" DEEP. (TYP. OF 4) ELEVATION
IN l ! l ! LoLR
a •
526.00'
462.00'
FABRICATED STEEL WATER QUALITY SAMPLING
ENCLOSURE LINE, (TYP. OF 3)
RESERVOIR
RINGWALL
#4 @ 8" O.C. EW,
CENTERED IN SLAB -_ ------
4j88""
STEEL ENCLOSURE
CONCRETE PROVIDE " PJF BETWEEN SLAB PF'7PV0IP PIN('
SUPPORT SLAB AND RINGWALL
PROPOSED SAMPLING LINES ENCLOSURE SECTION
PEVISED TO CONFORM
0'l' a`STRIU TlON, RECORDS
}
_)b 08 09
RH ENGINEERING INC. DATE
REVISED TO CONFORM TO CONSTRUCTION RECORDS DY KJS 06/08/09
ADDENDUM / ISSUED FOR CONSTRUCTION BTE MM 10/09/07
NO. REVISION BY REVIEW DATE
CONCRETE PAD
RESERVOIR
FLOOR
WATER QUALITY
SAMPLING
STATIONS
RESERVOIR SHELL
NOT SHOWN IN
THIS VIEW
PROPOSED SAMPLING STATION OBLIQUE
RESERVOIR
RINGWALL
CONCRETE PAD -�
WATER QUALITY
SAMPLING LINES
WATER QUALITY SAMPLING
STATION EQUAL TO ECLIPSE
NO. 88 SAMPLING STATION,
(TYP. OF 3)
f
AC{ _ HATCH NOTE_.
ACCESS HATCHES SHALL BE ALUMINUM DIAMOND PLATE
WITH STAINLESS STEEL HARDWARE AND FASTENERS.
MILL FINISH AND RECESSED HASP COVERED WITH HINGED
LID. PROVIDE CITY STANDARD KEY PADLOCK WITH EACH
VAULT HATCH.
PERSONNEL ACCESS HATCH MUST BE ABLE TO LOCK IN
VERTICAL POSITION WITHOUT MOVEMENT AND SHALL
HAVE SPRING OR PISTON ASSIST OPENING. PROVIDE
LADDER RUNGS ON UNDERSIDE OF HATCH SIMILAR TO
AND ALIGNING WITH THOSE ON VAULT LADDER.
BASKET ACCESS HATCH SHALL BE 180' FULLY OPENING
DOUBLE LEAF TYPE. HATCH MUST ALLOW FOR FULL
BASKET REMOVAL
" THICK STEEL WATER QUALITY
LINE ENCLOSURE
PROVIDE 3" SST
HINGES, (TYP. OF 2)
RESERVOIR SHELL
1'_6, -G
WATER QUALITY
4" SAMPLING LINES
WELD ENCLOSURE TO
RESERVOIR SHELL
LE
)E HASP AND LOCK
WITH CITY'S STANDARD KEY
RESERVOIR "
PLAN
W 321432
PROP(
ACC
PERS,
ACCESS
OSED 30" x 30"
rERSONNEL ACCEcc
HATCH, SEE ACCE
HATCH NOTES TI
SHE
45
DECHLORINATION
VAULT, EQUAL TO
UTILITY VAULT
4484-LA
PROPOSED VAULT ACC
LADDER, SEE6WOR DET
07
PROPOSED 18"
OUTLET PIPE
BASKET
SUPPORT
VAULT
WALL
ANCHOR
BOLT
SECTION
NOT TO SCALE
VAULT WALL
PLAN 42" ENGTH, WITHS'
NOT TO SCALE 3" HILTI ANCHOR BOLT'
0 7" O.C., (TYP. OF 4;
H.
of WAS"i
i,
16727
ZONAL
SIGNED. 06 %29 /0
MIZ4
BASKET SUPPORT FRAME DETAIL
SIGNED. 06/29/07
_
N3)
3) HINGES
"0 x 1" SS NC 1V 0
WITH SPACERS, FW,
3LOCKING NUT, (2
MIN.), EACH HINGE.
I �r
NTOP FRAME v j
_?ASKET LID
w..i
® BASKET LID DETAIL
0 NOT TO SCAL._:
INTERIOR BAFFLE s Q
' VAULT LID r �
BASKET ACCESS /— SLAB �../
z
BASKET
X
W
cc
O
U
cn
■■
cc
PROPOSED 16"
INLET PIPE
FLAN VIEW
PROPOSED 54" x 54"
-kSKET ACCESS HATCH,
:E ACCESS HATCH
)TES THIS SHEET
VAULT LID SLAB
PROPOSED
DECHLORINATION BASKET,
SEE�FOR DETAILS
0
ROPOSED BASKET
JPPORT FRAME, SEE
)R DETAILS
pq
6" COMPACTED GRAVEL TOP
J
PROPOSED 18" =ROPOSED 16" J COURSE, COMPACTED TO 95%
OUTLET PIPE INLET PIPE OF MAXIMUM DRY DENSITY PER
ASTM D1557 STANDARD
SECTION VIEW PROCTOR
A DECHLORINATION VAULT DETAIL
-__ - - _ _
O1 C1
-NGINEERS
<NNERS
€ENT4STS
RH2 ENGINEERING. INC.
http: //www,rh2.com
mailboxgrh2.com
1.800.720.8052
BELLINGHAM OFFICE
:160.676.0836
'54 West Horton Road
0THEI.L OFFICE
425.951.5400
12100 NE 195th Street, Suite 100
EAST WENATCHEE OFFIC
509.886.2900
300 Simon Street, Suite 5
PORT ORCHARD OFFICE
360.876.7960
600 Kitsov Street, Suite 10i
SCALE: SHOWN
0 1" 2"
DRAWING IS NOT TO SCALE
IF BAR IS NOT
PLOT:
M03
ENGINEER: CDW
RENEWED: MLM
DATE: SEP 14, 2009
`
CLIENT: REN
No.: 105-049
- HAZEN-D-MEC03
N
N
CD
r
'
wt�
o
N