HomeMy WebLinkAboutWTR2701764.1San. M. H .
wrn = ►?).50
513 0+25-51L
Ste, 0+00-15' Lt
�xi5t Fire Hydrant
sta 8+55
1� Nor+h
i�_xie)r. Fire Hydrant gale: PZ20I
5-ra l 3+12
/' A p
I n,,-�,ta i l Water main me r
,5torrn drain line,,
�' u-r i I i ty Eas,,,oment
7� A 12/4 ' I
and meter a�embl , NOi-� Verify pirL main der-;
inc,ludee) F, 0.6. and w►+h interior ��re 5y�tem
gate valve with indi(,ator -for 6ornplete- 5yytem
post. conformance wi+h rAde
5+a0+39-5'Lt requlrement5 prior
to m5tallation
�_pbt- IV water
/�5 -BU/L7 C�i2T/F/CAT/ON
I UL-PEI3Y LE27-1FY TN/�T T.UC �95-�L//LT LGY,9T/ON5 S,yDI�/�t/
0,// 7AZ--'SE- PL/;.V 5 F7RF T TO T//E BEST OF N>Y•
K�t/Olf/LC,OGE AND /N/=O,PMI�T/D�t/, AV " SZOt � �\
5ta 1 + 50
dire hydrant
ine,ludinq 8"x2fze (MJXmj)
+hru�t block- � guard posts
Note= huloh& utility P-acgement
rnu5t be, Provided to the
City of f enton -6r metewr
vaultand Fire hydrant line,
prior to final w6ptanu.
of I n1prove m c n t)
PRECAST CONCRETE VAULT 2 - 3'a3' MINCED
STEEL PLATE COVER. OUTSIDE DINEN5104S
A'-B- x 7'-0" EQUAL TO RENTON CONCRETE
PRODUCTS, INC. t577-LA
'A
b
A
WATER MAIN1g
SOLID SLEEVE, M.J.,,,�
TEE, M.J. x FL. . l4 >
DUCT[LC IRON PIPE
GATE VALVE, FL..
OR TAPPING CAST IRON
_.----�—_-�
TE.E WITH TAFFING CATS S0.
MAXI TYPICAL
VALVE, FL. x "-
DETECTOR CHECK WITH 1" METER EQUAL TO
MERSEY- SPARKLING METER CO. B"x1" MERSEY
MODEL D.C. DETECTOR CHECK ASSEMBLY.
(DETECTOR CHECK WITH I" BYPASS. BYPASS
RAVING 1" GATE VALVE, I" METER AND 1" CHECK
VALVE W1TM ALL BRASS PIPING AHD FITTING
AS REOUIREDi
CATE VALVE WITH INDICATOR POST
8" FLANCED COUPLING ADAPTER,
EQGL 70 ROCKYELL INTERNATIONAL
912-09050B-000
DIAMETER OF OPENINC SHALL BE 4"
LARGER THAN THE OUTSIDE DIAMETER
OF THE PIPE
-COMPACTED POLYETMELENE
SEE NOTE 5
i
/
CONCRETE SUPPORT PAD
SEE NOTE 4
ELEVATION B" DETECTOR CHECK VALVE
�Ir6 p,�tec for G+ and Meter R%Cmady Detal I
DUCTILE IAON PIPE
FLANGE x PLAIN END
PLAN B" a 3/4" DETECTOR CHECK
NOTE
1. LOCATE VAULT IN PLANTING AREA
NOT IN PAVING.
2. INSTALL GATE VALVE IN WATER LINE.
SUPPLYING DETECTOR CHECK IN SUCH
A MANNER THAT IN CLOSINC THE
VALVE NO THRUST WILL EXTEND
THROUGH VAL'L.T PIPINC. THEVALVE
MUST NOT BE MORE THAN SO- AWAY
FRO!, VAULT
3. PIPE TO BE DUCTILE IRON CLASS 5),
CEMENT LINED.
4. TEMPORARY SUPPORT SHALL BE PRO-
VIDED UNDER VALVES AT THE TIME
OF INSTALLATIONTO CENTER THE
PIPE IN VAULT OPENING, AFTER
COMPLETE INSTALLATION, REMOVE
THE TEMPORARY SUPPORT AND INSTALL
CONCRETE SUPPORT PADS.
5. CUT 3-THICK x 5"WI DE ETMAFOAM
22O OR EQUAL TO A ..ENCTH NECES-
SARY TO FIT THE S12E OF PIPE
INSTALLED AND COMPRESS INTO PLACE
THE CONTRACTOR SHALL MAKE SURE
THE FOAM IS COMPACTED TICHTLY
BETWEEN PIPE AND VAULT WALL WITH
NO VOIDS. LIGHTLY GROUT INTERIOR
AROUND PIPE.
GENERAL NOTES
1. All work materials shall be in conformance with the standards and specifica-
tions of the City of Renton Utility Department and the latest edition of the
APWA Standards and Specifications.
2. All locations of existing utilities shown are approximate and it shall be the
contractor's responsibility to verify the true and correct location so as to
avoid damage or disturbance.
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
lining and seal coating shall conform to ANSI A-21-4-74 or latest revision.
Pipe joints to be push -on or mechanical joint. Bedding to be Class C.
4. All fittings to be cast iron, cement lined, Class 250, unless otherwise
specified on drawing conforming to ANSI Spec. A-21-10-1977, ANSI A-21-11-1977
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
125 lb. configuration, unless otherwise specified on drawing.
5. All water main 10 inches and smaller to maintain a minimum cover of 36
inches below finish grade. All water main 12 inches and larger shall be at
a minimum of 48 inches below finish grade. Where utility conflicts occur,
water mains are to be lowered to clear.
6. All water mains shall be pressure tested and disinfected in accordance with
the specifications of the City of Renton and the Washington State Health
Department. All pressure testing shall be done in the presence of a repre-
sentative of the City of Renton.
7. A preconstruction conference and twenty-four hour notice will be required
prior to starting new construction.
8. It shall be the contractor's responsibility to secure all necessary permits
prior to starting construction.
9. Installation of corporate stops, water services, lines and meters to be
accomplished by the City of Renton.
10. All connection to existing mains to be accomplished by the City of Renton.
All necessary excavation and materials to be supplied by the contractor and
be on -site prior to City notification.
11. Inspection will be accomplished by a representative of the City of Renton.
It shall be the contractor's responsibility to notify the Utility Department
24 hours in advance of backfilling all construction.
12. Contractor to provide plugs and temporary blow -off assemblies for testing
and purity acceptance prior to final tie-in.
2kz2k*& FIRE DEPARTMENT CONNE-1-
Itt___!-{
SWING CHECK VALVE
A5-WIL7'
7//:5/M
February 1980
30,� j41
3 - -4�5-
I 0Aa_
3-8-815
IA/*= / 7(a
Approved = 3-/r-FS
r biic, Works nireot hate
NORTHWEST HANDLING BUILDING
Rev 2 85 per 6,1ty
Rev I - Srg per G ity
RENTON, WASHINGTON
SANITARY SEWER & WATER PLAN
aE,t WAsof,
��.. U7
i
C.
DAVID EVAn3 RnD ASSOCIATES, Inc.
301 ASTH PtAnl.1E SE. BELLEVUE. LIAROk"TOn 98004 206-455.3671
101