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NOTES:
1. ALL HOSE RACKS AND MOUNTINGS
SHALL BE WELDED CONSTRUCTION.
MATERIAL SHALL BE 3/16" STEEL
PLATE HOT DIP GALVANIZED AFTER
FABRICATION. ALL BOLTS AND NUTS
SHALL BE GALVANIZED.
2. CONTRACTOR SHALL COORDINATE
BOLTS AND BOLT HOLE LOCATION
WITH HANDRAIL DIMENSIONS.
3. ROUND ALL CORNERS (3/4" RADIUS).
In NOTE 5
4. RAIL MOUNTING SHOWN, WALL
° N Li V
►LH MOUNTING SIMILAR. FASTEN RACK
o `V In z TO WALL WITH 3/8" EXPANSION
I Ld +I N ANCHORS.
5. USE DIMENSIONS PRECEDING SLASH
z
WHERE LIQUID SERVICE (C2 OR C3HP)
-1 °o TO THE UTILITY STATION IS 1" DIA OR
90" THREADED END— LESS, AND DIMENSIONS FOLLOWING
° SLASH FOR 1 1/2" DIA OR LARGER.
SEE 2'
NOTE 3 TYP
7"/10" RADIUS cn
NOTE 5
WALL AND RAIL MOUNTED SIDE VIEW
DETAIL 3 RAIL MOUNT
SCALE: M28
HOSE RACK
30" MANHOLE COVER
(WSDOT 9-05.15(1)) CLEARANCE BETWEEN VAULT
FLANGE & INSIDE OF GRADE 6'-0" CIRC. CONC
ACP OR CONC. RINGS, 3" MIN. PRE —CAST BASE
SIDEWALK
SOD CONTAINMENT PIPE
VAULT/MANHOLE
EL.85.36 ATTACHMENT
L BRACKETS
----- --- - rJ 0 (TYP. OF 4)
MIN. —
\ 22 1/2"
A A
�
ww EL. 83.50
� — —
/
ow Li4 / 4,_0„ H-20 LOAD RATE
LIJ
PRE —FABRICATED 1 PIECE
2 OR FRP VAULT/MANHOLE
— 1
6'-0" CIRCULAR PRE —CAST NOTE:REFERENCE SPECIFICATIONS FOR
MANHOLE BASE ADDITIONAL VAULT INFORMATION.
SECTION A DETAIL 1
SCALE: 1/2' = 1'-0" — 1/2" = 1'—a" C40
CONTAINMENT PIPING VAULT — PLAN
2 — 1" W/ SS HOSE
INCORPORATE HOLD—DOWN CLAMPS EACH SIDE
L BRACKET WITH CONTAINMENT
MANHOLE PIPING VAULT MAX. 1/2" GAP BETWEEN
CONSTRUCTION CONTAINMENT PIPE & VAULT
00
11
PVC SCH 80, HDPE STUB OUT PIPE
1/2" SS CONTAINMENT PIPE
L BRACKET 6'
8" ID (NOM)
A I B I C
FASTEN SIGN TO HOSE RACK
WITH RIVETS (TYP 4 PLACES)
1'-4"
3/8" DIA GALV
BOLT END
(4 REQUIRED)
KI n=_ 7
WARNING SIGN, SEE
DETAIL B THIS DRAWING DRILL FOR 3/8'
Q, DIA FASTENING
(TYP 4 PLACES
NOTE 2
01 3/4" SS ADHESIVE TYPE
2 BOLT, HILI OR EQUIL
VAULT BASE
M
/
0
0
VAULT HOLD DOWN BRACKET
/
3 DETATT, a
o NTS
U
W
N
3 1
0
a
U
0
2 RECORD DRAWINGS
N
1 CHANGE PER ADDENDA
1 ISSUED FOR CONSTRUCTION
w
z
NO. REVISION
A I B
FLEXIBLE COUPLING
SECURED W/ SS HOSE 1'-6"
CLAMPS. CENTER
COUPLING ON PIPE FRP STUB OUT FROM
JOINTS VAULT
CONTAINMENT PIPE JOINT AT VAULT
DETAIL 4
NTS —
SURVEYED: —
SCALE: AS SHOWN
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/ 1991
DATUM
Kennedy/Jenks
Consultants
32001 32nd Ave. S., Suite 100
Federal Way, Washington 98001
DESIGNED: AF
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DRAWN: RB
CHECKED: GP
RB
1 /06
GP
APPROVED: —
RB
10/03
AF
RB
10/0
AF
BY
DATE
APPR
C D E F G H
G H I J K
AIR RELEASE VALVE
SCH 80 GALVANIZED
II II STEEL NIPPLES
BALL VALVE 3" 150 LB BLIND FLANGE
WITH SCREWED ENDS DRILL AND TAP TO MATCH
VALVE INLET.
3"— 150 LB FLANGED OUTLET
(2" SIZE AND SMALLER MAY
= HAVE HALF COUPLING INSTEAD
6„ OF FLANGED OUTLET)
_DETAIL 6
SCALE: M5
AIR RELEASE VALVE
SCH 40 GALVANIZED STEEL
PIPE ROUTE TO NEAREST DRAIN/EXT AS
SHOWN SUPPORT AS REQUIRED.
AIR GAP MINIMUM FOUR (4)
PIPE DIAMETERS OR 6"
WHICHEVER IS GREATEST
L
HB-2
DIAPHRAGM VALVE IF NaOCI DIFFUSER
BALL VALVE IF SAMPLE SUPPLY
SHUT—OFF V,
SEE NOTE 1
SUPPLY LINE
0
P
NZE ANGLE GLOBE VALVE,
ED—WHITE OR EQ.
n-b —1 1 1�J FLOOR
DETAIL 4
NTS M28
NOTES:
1. ALL HOSE BIBBS TO BE CONTROLLED BY INDIVIDUAL SHUT—OFF VALVES
(BALL OR PLUG VALVES), EXCEPT WHERE INDIVIDUALLY CONTROLLED
BRANCH MAIN SERVES HOSE BIBBS ONLY.
2. FOR SIZE AND LOCATIONS SEE ENGINEER
PROVIDE WARNING SIGN WHEN USED FOR NON —POTABLE WATER.
HOSE
ADAPTOR
UNION
HOSE
ADAPTOR UNION
..o
10
0
•
`•
7
IN
I
NaOCI SOLUTION I
BUSHING
PVC
FLEXIBLE RETAINER DRILL AND TAP
TUBING CHAIN WATER LINE.
(SEE SPEC. SECTION 15050) q-
NUT & 1 1 /4" DIA. FLAT — CHEMICAL SUPPLY AND SAMPLE CORPORATION STOP
WASHER (TYP.) (USE ANTI RIGID PIPING (SEE PLANS
SEIZING COMPOUND) FOR CONT.) DETAIL '7
1/2" BLIND FLANGE COVER SCALE: M3
CHEMICAL DIFFUSER Al
1. ALLOW CLEARANCE TO WITHDRAW SOLUTION 3
AND SAMPLE TUBE FROM MAIN.
1/2I T x 2" WIDE 1/2" BLIND FLANGE LIP
CIRCULAR NEOPRENE 2. TUBE SHOULD EXTEND INTO MAIN
GASKET 2 MIN.
3/16" T x 1 1/2" W SS RING 1 /3 THE DIAMETER OF THE MAIN.
WELD 8 1/2" DIA. x 2"
CIRCULAR SS STUDS TO RING
LAY UP RING W/ STUDS CONSTRUCTION RECORD DRAWING NOTICE
PROTRUDIING THROUGH FLANGE
2" LIP, SECURE BLIND FLANGE TO These record drawings have been prepared based upon information 2
IN VAULT WATER TIGHT USING contained in addenda, change orders, or other available
GASKET AS SHOWN construction information, and information provided by the
W=2953113 Contractor, and by others. HDR has not verified the accuracy or
completeness of the information provided to it and does not
VAULT FLANGE COVER DETAIL warrant the accuracy or completeness of these record drawings.
Users of this information shall be solely responsible to verify any
DETAIL 5 and all information represented herein prior to any such use of
1 the information.
NTS —
�= CITY OF RENTON DATE: 1
OCTOBER, 2003
ECONOMIC AND ENGINEERING Planning/Building/Public Works Dept.
SERVICES, INC. MAPLEWOOD PROJECT NO. 3-01-358
10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION NO.
2 BELLEVUE, WASHINGTON 98004
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA MECHANICAL DETAILS SHT NO.
DWG NO. M31
J K L M N 1W-2953AA