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STEEL PLATE COVER. OUTSIDE DIMENSIONS
4'-B" a 7'-0" EQUAL TO RENTON CONCRETE
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PLAN 8" x 3/4" DETECTOR CHECdt
DE7. CHECK !'.D.C.
DETECTOR CHECK WITH I" METER EQUAL TO
HERSEY-SPARKLING METER CO. 8"xl" HERS£Y �I
., MODEL D.C. DETECTOR CHECK ASSEMBLY.
(DETECTOR CHECK WITH I" By
BYPASS CHECK VALVE
i•. HAVING I" GATE VALVE, I" METER AND 1" CHECK
• VALVE WITH ALL BRASS PIPING AND FITTING
AS REQUIRED)
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" : . WIiH VALVE
INDICATOR POST
.� B" FLANGED COUPLING ADAPTER,
EQUAL TO ROCKWELL INTERNATIONAL 4�
912-090508-000
I
NOTE:
DIAMETER OF OPENING SHALL BE y" I. LOCATE VAULT IN PLANTING AREA
LARGER THAN THE OUTSIDE DIAMETER NOT IN PAVING.
OF THE PIPE
�i 2. INSTALL GATE VALVE IN WATER LINE
SUPPLYING DETECTOR CHECK IN SUCH
p — o ® A MANNER THAT IN CLOSING THE
VALVE NO THRUST WILL EXTEND
THROUGH VAULT PIPING. THE VALVE
-COMPACTED POLYETHELENE MUST NOT BE MORE THAN 50' AWAY
SEE NOTE 5 FROM VAULT
•�•� '•s 3. PIPE TO BE DUCTILE IRON CLASS 53,
i o CEMEWT LINED.
;fir m'•! �° ; e,' � 4. TEMPORARY SUPPORT SHALL BE PRO-
VIDED UNDER VALVES AT THE TIME
OF INSTALLATION TO CENTER THE
�i a'! PIPE IN VAULT OPENING. AFTER
_'•.,..,t:..-,. �.� °i'•� COMPLETE INSTALLATION, REMOVE
THE TEMPORARY SUPPORT AND INSTALL
CONCRETE SUPPORT PADS.
�- CONCRETE SUPPORT PAD 5. CUT 3 THICK x 5" WIDE ETHAFOAM
SEE NOTE 4 - 220 OR EQUAL TO A ENGTH NECES-
SARY TO FIT THE SIZE OF PIPE
INSTALLED AND COMPRESS INTO PLACE.
ELEVATION 8" DETECTOR CHECK VALVE THE CONTRACTOR SMALL MAKE SURE
THE FOAM IS COMPACTED TIGHTLY
BETWEEN PIPE AND VAULT WALL WITH
NO VOIDS. LIGHTLY CROU'T INTERIOR
10"0/4", B"0/4", 6"x3/4" AROUND PIPE.
FIRE DETECTOR CHECK AND METER ASSEMBLY
WATER'STANDARD L
tT"y T
ON
E O PUBLIC WORKS NOVEMBER 1982
NOT TO SCALE
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NO 5C A L-F_-
74-2.03A INSTALLATION OF POLYETHYLENE ENCASEMENT
GENERAL NOTES 6. All water mains shall be pressure tested and disinfected in accordance with Thepolyethylene encasement shall be installed On all pipe and
the specifications of the City of Renton and the Washington State Health p p R
1. All work materials shall be in conformance with the standards and specifics- Department. All pressure testing shall be done in the presence of a repre- appurtenances, Such as pipe laterals, couplings, fittings, and valves, 3 t
tions of the City of Renton Utility Department and the latest edition of the sentative of the City of Renton.
In accordance with Section 5-4 of ANSI 21.5 or AWWA C105.
APWA Standards and Specifications.
7. A preconstruction conference and twenty-four hour notice will be required
2. All locations of existing utilities shown are approximate and it shall be the prior to starting new construction. so
contractor's responsibility to verify the true and correct location so as to
avoid damage or disturbance. 8. It shall be the contractor's responsibility to secure all necessary permits
prior to starting construction.
3. All water main pipe to be cement lined ductile iron pipe conforming to ANSI
Spec's A-21-51-1976 or latest revision, thickness Class 52. Cement mortar 9. Installation of corporate stops, water services, lines and meters to be " n (��w�o-�•� G, %�'� p\/=�b
lining and seal coating shall conform to ANSI A-21 4 74 or latest revision. accomplished by the City of Renton.
Pipe joints to be push -on or mechanical joint. Bedding to be Class C. -��_
10. All connection to existing mains to be accomplished by the City of Renton.
4. All fittings to be cast iron, cement lined, Class 250, unless otherwise All necessary excavation and materials to be supplied by the contractor and
specified on drawing conforming to ANSI Spec. A-21-10-1977, ANSI A-21-11-1977 be on -site prior to City notification.
or latest revision. All fitting joints to be mechanical joint or flanged.
Flanged joints shall be drilled in accordance with ANSI B 16.1 and shall be 11• Inspection will be accomplished by a representative of the City of Renton. J
125 lb. configuration, unless otherwise specified on drawing. It shall be the contractor's responsibility to notify the Utility Department
24 hours in advance of backfilling all construction. /
5. All water main 10 inches and smaller to maintain a minimum cover of 36 L<<r.��Y�Y�,d `� DJ✓Bc-fL✓."" �i�lG 1/�/Ov.C��
inches below finish grade. All water main 12 inches and larger shall be at 12• Contractor to provide plugs and temporary blow -off assemblies for testing
a minimum of 48 inches below finish grade. Where utility conflicts occur, and purity acceptance prior to final tie-in. _�t�_ g �� '�7 �' U W ��i q' I lip ✓KY t.l
water mains are to be lowered to clear. ie.V• rr.it GI'T'f HJ&TEF I fr?.
ter.
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ST�ENIRTH of 351
AS —BUILT 1)er 3ectiDn 7-4 C onst- uction Manual
for M unicir-d Public W or:s Construction 1973
y D ate
MODERN
MANUFACTURING
RENTON, WASHINGTON
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WATER PLAN
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DAVID EVAn,5 Ano ASSOCIATES, Inc
301 16TH RVHIIIE S.E. BELLEVUE. UIRS 41GTOn 98004 206 455 M71
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