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TOPOG — PATRICA LEATHERS PROPERTY
1427 N 52nd ST
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
W- 456
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DESIGNED ---- - DATE -7- 18 -78 FILE NO 8-3-27
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APPROVED BY �y�r� 3d7 y
PUBLIC WORKS DIRECTOR
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......098CIATES
ENGINEERING SURVEYING PLANNING
MEADOW AVE. NORTH from
GIS1
1950 112th Avenue Northeast - Beilevue. Washington 98004,.
N.26th ST to N.30th ST
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Base Piping and Equipment include the following:
It should be noted, all flange fittings will
be drilled Class 125. Also that ductile iron
fittings may be used in lieu of Class 250 fittings.
(1) 12" C.I. Adapter (FLxMJ) Class #250
(2) 12" x 4" C.I. Tee (All FL) Class #250
(3) 12" Gate Valve (FLxFL)with hand wheel operator
(4) 12" C.I. Adapter (FLxPE) 16" Long Class #250
(5) 12" C.I. Flange Coupling Adaptor, Smith Blair #912
or approved equal
(6) 12" Cla -valve - Clayton 90G -01AB Pressure Reducing
Valve (FLxFL)
(7) 12" Gate Valve (FLxFL) with hand wheel operator
(B) 12" x 4" C.I. Cross (All FL) Class #150
(9) 12" C.I. Adapter (FLxMJ) Class #150
(10) 4" Gate Valve (FLxFL) with hand wheel operator
(11) 4" C.I. 90° Bend (FLxFL) Class #250
(12) 4" C.I. Adapter (FLxPE) 16" Long, Class #250
(13) 4" C.I. Flange Coupling Adapter, Smith Blair #912
or approved equal.
(14) 4" Cla -valve -Clayton 90G -OlAB Pressure Reducing
Valve (FLxFL)
(15) 4" C.I. Spool (FLxFL) 3' 4" Long
(16) 4" C.I. 90" Bend (FLxFL)
(17) 4" Gate Valve (FLxFL) with hand wheel operator
(18) 4" C.I. Blind Flange Tapped 3"
(19) 3" Gaiv. Iron Nipple 7" Long
(20) 3" Gate Valve (SxS) with hand wheel operator
(21) 3" Galv. Iron 90° Band (P.e.x P.a.)
(22) 3" Clay -valve - Clayton 50G- 01(SxS) Pressure Relief
Valve
(23) 3" Galv. Iron Nipple 2' 3" Long
(24) 3" Galv. Iron 90° Bend (SxS)
(25) 3" Galv. Iron. Pipe (approx. 8' 9" long)
(26) 3" Galv. Iron Return (SxS)
(27) 3" BeehivE Stainer, GB,Grinnel or approved equal
(28) 1" Bypass Ve:1ve Assembly
(29) Pressure Gaucie Assembly (0 -300 PSI), 2 Places
CONC. VAULT
The concrete valut shall tie either precast vault
#814LA- 66 -EE, made by Concrete Conduit Co. (or
equal) or be cast -in- place with 8" walls and slab.
All joints shall be sealed so vault will remain
watertight. The two manhole covers shall be
made by Olympic Foundry, 36 "x4 ", with locki?glids.
CONC. PIER BLOCKS
Conte __ _s
and blocks. hall be located as shown
on plan �and be approx. B" to 10" square. They
can be brick or poured concrete constructed.
LADDER
The vault shall contain two ladders constructed
of galy. iron. Detail plan to be submitted
to City prior to installation.
PAINTING OF VAULT
THE EXTERIOR OF THE VAULT SHALL. BE SEALED•WITH TWO
COATS OF KOPPERS BITUMASTIC NO. 300 -M, OR EQUAL.
THE INTERIOR WALLS AND CEILING OF THE VAULT SHALL
BE PAINTED WITH TWO COATS OF KOPPERS RAMUC UTILITY
ENAMEL FLAT, OR EQUAL.
THE FLOOR OF THE VAULT SHALL NOT BE PAINTED.
THE PIPING AND EQUIPMENT IN THE VAULT SHALL BE GIVEN
A COMPLETE FIELD COAT OF INERTOL RUST FENETRATING
PRIMER NO. 621 OR EQUAL. TWO FINISH COATS OF TOREX
800 ENAMEL, OR EQUAL„ SHALL BE APPL- IED OVER THE
FIELD COATED PRIMER.
FOR ADDITIONAL REQUIREMENTS, SEE THE TECHNICAL
PROVISIONS OF THE SPECIFICATIONS.
DATE I APPROVED I SHEET�_OE _
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