HomeMy WebLinkAboutWTR2703214.8f
AA
F 530.56'
I
16 i
PROPOSED
I INLET PIPE
i � f
0 16" SOLENOID CONTROL VALVE, (FLxFi-), 'VVITH
V FLO-LOC ACTUATOR
Ol 16" FCA
�2 16" DI PIPE, APPROX. 4'-7"
J 16" x 12" DI TEE, (FLxMJ)
12" DI GATE VALVE, (FLxMJ)
12" DI PIPE, APPROX. 1'-10"
12" DI 90' BEND, (MJxMJ) WITH THRUST BLOCK
�7 12" DI SPOOL, (FLxPE), APPROX. 8'-5"
�8 12" FLOW METER (FLxFL)
O9 12" FCA
10 12" DI PIPE, APPROX.
j 12" EXPANSION JOINT, (FLxFL)
12 12" DI SPOOL, (FLxFL),
13 12" ECCENTRIC VALVE, (FLxFL)
,14 12" SST SPOOL, SEE DWG NO. S09 FOR DETAILS
.5 12" SST PIPE AND ELBOW, (FLxPE), FABRICATE AS SHOWN
16 12" WELDED STEEL SPOOL, (FLxFL), 20'-0"
a 12" WELDED STEEL SPOOL, (FLxFL), 8'-0"
8 12" WELDED STEEL 45' BEND, (FLxPE)
19 12" INLET CHECK VALVE
8" INLET CHECK VALVE
INLET !' OUTLET
T' '"'r
21
16"
DI SPOOL, (FLxPE), 1 `-3"
22
16"
x 12" DI REDUCER ( xMJ) WITH
23
16"
DI SPOOL, (FLxPE),
®
12"
FCA
25
12"
FLOW METER (FLxFL)
26
16"
DI SPOOL, (FLxPE),
2�
16"
DI SPOOL, (FLxFL), 1'-3"
28
16"
EXPANSION JOINT, (FLxFL)
29
16"
DI SPOOL, (FLxFL),
30
16"
ECCENTRIC VALVE, (FLxFL)
31
16"
SST SPOOL, SEE DWG NO. S09 FOR DETAILS
32
16"
SST PIPE AND ELBOW, (FLxPE), FABRICATE AS S .
33
16"
WELDED STEEL TEE, (FLxFL)
34
16"
OUTLET CHECK VALVE, (TYP. OF 2)
35 16" SST BLIND FLANGE WITH 2" NPT THREADED HOSE
CONNECTION. TO BE KEPT IN TANK FOR ATTACHMENT TO
OUTLET FLANGE FOR TANK WASHDOWN
OUTLET CHECK
VALVES, ALIGN
PARALLEL TO
TANK SHELL
INLE1 CHECK
VALVES, ALIGN
PARALLEL TO
TANK SHELL
1
RESERVOIR RINGWALL
RESERVOIR SHELL
RESERVOIR FLOOR
G BELOW RE,-. ,OIR FLOOR OR WITHIN ERVOIR FOUNDATION
STAINLESS S i EEL.
S PIPING SHALL BE DUCTILE IRON.
ABOVE GRADE RESERVOIR PIPING SHALL BE EPDXY COATED WELDED
L.
/IDE DIELECTRIC GASKET AND BOLTS FOR CONNECTIONS BETWE� •
MILAR METALS, PER SPECIFICATIONS.
:SS OTHERWISE NOTED.
-T NOTES:
I METER VAULT SHALL BE PRE -CAST CONCRETE VAULT EQUAL TO
TY VAULT MODEL 612-LA OR APPROVED EQUAL.
=SS HATCH SHALL BE TRIPLE LEAF 48" x 108" HATCH LW PRODUCTS
:QUIVALENT. VAULT ACCESS LADDER SHALL ALIGN WITH CENTER LEAF
01IC ISOLATION VALVE VAULT SHALL BE PRE -CAST CONCRETE VAULT
\L TO UTILITY VAULT MODEL 687-LA OR APPROVED EQUAL
:SS HATCH SHALL BE LW PRODUCTS HD-3A OR EQUIVALENT.
NOTES:
AuuLSS r1ATCHES SHALL BE ALUMINUM DIAMOND PLATE WITH H-2u
'.D DOOR, STAINLESS STEEL HARDWARE AND FASTENERS. HATCH
f BE ABLE TO LOCK IN VERTICAL POSITION WITHOUT MOVEMENT ANP
.L HAVE SPRING OR PISTON ASSIST OPENING. MILL FINISH ANC
7D HASP COVERED WITH HINGED LID. PROVIDE CITY STAND" -
_uvK WITH EACH VAULT HATCH. PROVIDE LADDER RUNGS ON
:RSIDE OF ACCESS HATCH SIMILAR IN WIDTH AND DEPTH TO AND
VING WITH THOSE ON VAULT LADDER.
M
�4
i
458,33'
- 7— -r 35
RESERVOIR `
FLOOR
RESERVOIR FOOTING
VOIR SHELL
STRUCTURAL GROUT
RESERVOIR RINGWALL
►;.._.. EXPANSION JOINT
13
VAULT SUMP
VAULT SUMP CHAMBER PUMP, (TYP.)
WITH GRATE, SUPPLIED BY
MANUFACTURER, (TYP.)
PROPOSED SEISMIC
ISOLATION VALVE VAULT,
SEE NOTE THIS SHEET
VAULT DRAIN LINE
—*,-v
PROPOSED VAULT ACCESS
LADDER, SEE 516 FOR DETAILS,
07 (TYP.)
PROPOSED FLOW
METER VAULT, SEE
"TOTE THIS SHEET
Uv
PROPOSED VAULT
ACCESS HATCH, SEE
NOTE THIS SHEET
jh 457.3 '
REDUCER
ELEVATIONOUTLET
PROPOSED INLET PIPE
SEE DWG NO.
M03 FOR RESERVOIR SHELL
CONTINUATION %
n n f STRUCTURAL GROUT
458.00' RESERVOIR RINGWALL
15
RESERVOIR EXPANSION JOINT
FLOOR ♦.:. '..
• '""' „ : fir:'. :' ► . •►::•
CONCRETE PIPE SUPPORT,
SEE C OR DETAILS 321431S09 INLET ELEVATION
PROPOSED 60" x 60" VAULT ACCESS
HATCH, SEE NOTE THIS SHEET
PROPOSED SEISMIC
ISOLATION VALVE VAULT
PROPOSED FLOW -
% METER VAULT
/ 457.85' -
VAULT DRAIN PIPE, I.E. 453.3',
(TYP. BOTH VAULTS), SEE A
FOR DETAILS
...:: ;. /lk 449 35'
I 6" COMPACTED GRAVEL TOP
COURSE, COMPACTED TO 95%
OF MAXIMUM DRY DENSITY PER
ASTM D1557 STANDARD
PROCTOR, (TYP.)
PROPOSED VAULT ACCESS
f HATCH, SEE NOTE THIS SHEET
SEE DWG NO.
05 FOR
ONTINUATION
PROPOSED FLANGE PIP
SUPPORT, (TYP.) SE B
FOR DETAILS 0
PROVIDE LINK SEAL AT PIPE PENETRATION
(TYP.), SEF " FOR DETAILS
SIGNED:
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06129107
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SIGNED:
06129107
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RH2 ENGINEERING, INC.
http:///w*w.rh2.com
mailboxOrh2.com
1.800.720.8052
BELLINGHAM OFFICE
360.6 76.0836
454 West Horton Road
BOTHELL OFFICE
425. 951- 5400
12100 NE 195th Street, Suite 10;
EAST WENATCHEE OFFICE
509.886.2900
300 Simon Street, Suite
PORT ORCHARD OFF iC: L
360.876.7960
600 Kitsap Street, Suite 101
SCALE: SHOWN
0 1„ 2„
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
REVISED TO CONFORM
PROPOSED FLOW CONSTRUC ION OR ILoT 48 �wc No.
METER VAULT % � _ / _ _ ENG . lRA