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DURIN6 cDM ,-7k UC-1/oN 1,1011N(y ' PIIS- PLAT`-i
FIRE MAIN EASEMENT
That portion of the south half of Section 8, Township 23 North, Range 5
East, W.M., in the City of Renton, King County, Washington, and of Renton
Farm Acreage, as recorded in Volume 12 of plats, page 37, records of said
county.
Commencing at the east quarter corner of said Section 8, from
which point the northeast corner of said section bears
N01002' 09"E' thence N89027' 25"W, along the north line of said
south half, 2647.56 feet to an existing center of section
monument; thence S01102' 40"W, along the north -south center of
section line of said Section 8, a distance of 60.00 feet to the
southerly margin of North 8th Street, said point being on the
south line of the north 30 feet of Block 1 of said Renton Farm
Acreage, thence N89°27'25"W, along the south line of the north
30 feet of said Block 2 and its westerly prolongation, 986.13
feet to a point on the west line of Block 2 of said plat; thence
S01005' 34"W, along said west line and its southerly
prolongation, 312.01 feet, and the point of true beginning;
thence S01105' 34"W along said west line and its southerly
prolongation, 30.00 ft; thence S89127' 25" E, 15.00 feet; thence
N0105' 34"E, 30 feet; thence N89127' 25"W1 15.00 feet to the
point of true beginning.
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`CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
THESE NOTES SHALL APPEAR ON ALL PLANS SUBMITTED.
1. All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest
edition of the WSDOT/APWA Standards and Specifications, as approved by the City of Renton. A set of approved plans shall be kept
on site at all times during construction.
2. The hours of work in the street right-of-way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by
the Department of Public Works at 235-2635. All street closures, partial or full, shall be approved by the Department of Public Works
24 hours in advance. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance.
3. 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. For utility locate call 48-Hour Locators, 1�00-47A-SS55.
4. All water main Dipc to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52.
Cement mortar linengg and seal coating shall conform to AWWA C10a or latest revision. Pipe )joints to be ruh on or mechanical joint.
Bedding to be class C All ductile iron pipe installed South of Sunset Blvd. (Empire Way, SR 900) and West of SR 167 (East Valley
Freeway) or in soils of high resistivity shall be polyethylene wrapped per ANSI/WWA C105 77 Standards.
S. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA
C110/A21.10-82. Cement lining shall be in accordance with ANSI/AWWA C104/A21.4-85. If fittings are 3 inches to 12 Inches in
diameter and have mechanical joints, the fittings shall be in accordance with either ANSI/AWWA CI10/A21.10-82 or ANSI/AWWA
C153/A21S3 84. 3 inch to 12 rich diameter fittings which have mechanical joints and�or flan�cd oints shall be in accordance .vith
AIYSt/AWWA C110/A21.10.82 or a combination o ANSI/AWWA C110/A2 .10.82 an ANSI W�A C153/A21S3 84 such that the
portion of the frttin month a mechanical joint(s), mad be in accordance with ANSI/AWWA C153/A21S3 84 and that portion of the fitting
avith flanged joint(s�shall be in accordance with ANSI AWWA C110/A21.10;32. Acceptance testing in accordance month section 53 53 of
ANSI/A A C 3/A21S3 84 or with section 1 3 of ANSI/AWWA C110/A21.10 82 shall be obtained by the contractor and
transmitted to the owner.
6. Gate valves shall conform to AWWA C500 and shall be iron body, bronzed -mounted, double disc with bronze wedging device and O-ring
stuffing box. Valves shall be designed for a minimum water operating pressure of 200 PSI. Gate valves shall be Clow List 14, Mueller
Company NO. A.380, or M&H. All valves 12' in diameter and larger, shall be installed in a vault. See water standard detail for 12'
Gate Valve Assembly Vault and 1' Bypass Installation.
7. Fire hydrants shall be Corey type (opening with the pressure) conforming to AWWA C-504-W with a 6 inch inlet and a M.V.O. of 5
inches, two 2- , inch hose nozzles with national standard 7 inch, 60 de es V. threads, O.D. thread 4.875 and root diameter 4.6263, 1-h
inch pentagon operating nut opened by turning counter clockwise (left
8. 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.
9. All water mains six (6) inches in diameter and larger shall be cleaned with pipe cleaning 'PIGS' prior to disinfection. The 'Poly Pigs
shall be Girard Industries Aqua Swab -AS or approved equal, 2 Ib/cu ft density foam with 90A durometer urethane rubber coating on the
rear of 'PIG' only. 'PIGS' shall be cylinder shaped with bullet nose or square end. The City will assist the contractor who will perform
the cleaning operation.
9a. All water mains and services shall be pressure tested to a minimum of 200 PSI or 150 PSI over operating pressure, 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 representative of the City of Renton.
9b. All water mains and services shall be disinfected by the injection of a 50 ppm (Minimum concentration) chlorin ter solution. Dry
Calcium Hypo -chlorite shall NOT be placed in the pipe as laid. Chlonne shall be metered/injected in accordance with Section 7
11.3(12)E or 7-113(12)F of the Standard Specifications referenced in 1 above.
10. A preconstruction conference is required prior to "y construction. A minimum of 3 (three working days notice is required for
scheduling. Prior to scheduling the preco❑ a permit information sheet must be supplied to the tility Engineer's Office. Twenty-four
hour notice will be required pnor to starting new construction.
11. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction.
12. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications,
construction permits, and payment of fees have been made to the City of Renton.
13. All connection to existing mains to be accomplished by the Gty of Renton, except wet taps which ma be made by approved wet tap
contractors with prior approval of from the Department of Public Works. All necessary excavation andymaterials to be supplied by the
contractor and be on -site prior to City notifications.
14. inspection will be accomplished by a rt resentative of the City of Renton. it shall be the contractor's responsibility to notify the Utility
Department 24 hours in advance of bacIlling all construction. The contractor as well as the Engineers shall keep as -built drawings.
15. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in.
16. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus
Ohio or equal approved in writing by the Department of Public Works.
17. Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil mat streets may be spade cut. All surface
concrete, pavement, sidewalk;, curb, gutters, ariU driveway approaches shall be sawcut to a minimum depth of two inches or removed to
an existing expansion joint.
18. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, scaled patch to be placed, to Gty
of Renton policy, within ten days. Call for subgrade inspection prior to placement of final patch. Trenches will not be left open over
night without prior written approval of the Inspector.
19. For City projects such as telemetry conduit, the PVC pipe used shall be schedule 40 in unimproved areas and schedule 80 under
improved areas. All chemical process lines shall be schedule 80 PVC pipe
August 14, 1989
WATER UTILITIi - GENERAL NOTES DATE SHEET"'"'"
g'"'"
i OTE Fo12 CIT-,( OF- JZeNTOI4DGTfti-
sE.�F_ sal E.ET 2 OF' '2-,
&yVWJWZW5 OZ
%NECKED FOR WINPLIAR
TO CITY STANDAMS
✓ eft
RECOMMFOY nF
RENto H F1
iv PREY- KEPT.
RE —COMMENDED
fm dPMil*MIA r
WATER UTil.itr ENCrR. Pfff
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2 2 3 ,90
SITSI,��
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I FLUSH SHELL
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CEILING FLANGE
H
SIDE BEAM BRACKET
J
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SHORT CLIP
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MACHINE THREADED ROD
N
TOGGLE NUT
P
POWDER DRIVEN STUD
R
WEDGE ANCHOR
U
W
X
ly
`v� 2 WAY EARTHQUAKE BRACE
4-WAY EARTHQUAKE BRACE
STRUCTURE TO CENTER
LINE OF PIPE IN INCHES
SPRINKLER LEGEND
tzo
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SPRINKLER
ORIFICE SIZES
AND TYPE
=
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5 3 7 1 SPRAY
16 8 16 2
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17
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1"
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1"
2 DRY TYPE
1"
TEMP. RATING
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$ 212°
286°
350°
500°
112
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SPRINKLERS USED
SVM
INKL I ICE
SI E TYPE & FINISH
QUAN
TEMP
TOTAL
FITTING LEGEND
APPROVALS REQUIRED
C
MEYERTECH
OF R�hjTC_-
F
VICTAULIC "FIT"
M
MICHIGAN "SLIP-LOK"
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PIPE-O-LET
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SHAPED NIPPLE
DISTRIBUTION
Z
ITT GRINNELL "EASE -TEE"
QUALITY CONTROL BY DATE
APPROVED FOR FABRICATION BY DATE
APPROVED FOR INSTALLATION BY DATE
GENERAL NOTES
1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS
APPROVED,
2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER &
DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END,
3, EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH
NFPA PAMPHLET NO. 13-1983, SECTION 3-10.3.5.
4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE
WITH NFPA PAMPHLET NO. 13, SECTION 3-15.
5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13,
SECTION 3-1
6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL
BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTIONS 3-12
AND 3-13.
7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES
FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER
SYSTEM.
8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED
BY T���-,
9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY -• -- L..__
10. FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY
DESIGN CRITERIA AND PIPE NOTES
REVISIONS
MK
DATE
BY
Ai
11-10 89
�D
PF aA1t DI�Ec-rd�
A
12-1-89
SD
RLOSE NOTE. IN rLS'CI`'=-
A
t 13-b
SD
PER AS- wiLT CONOIZ iS 3C
CONTRACT WITH:
1Z I N c:_ _
P c� F3oX IS►8
co►�T�:T� ��FF >3��MApH�4s�-���
CONTRACT NAME:
PACCAR U/G
N. 8th ST & GARDEN AVE. N.
RENTON, WA
TAT WORMRLD
FIRE SYSTEMS 110G 5 4T14 AV EP�r
Tf%.GOM� 1 ►. SPA gG34 24
PH
DESIGNER
DATE
SHEET
JOB NO.
�NGF ' 'I
1c7 — -Z(, — `3
I OF
21001018
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