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FIRE HYDRANT IS
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FOUND CONCRETE MONUMENT
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TAX PARCEL
J214370-1125
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LOCATED
IN THE N.E. 114 OF
THE S.W.
1 /4,
OF SECTION 18,
TOWNSHIP 23 NORTH,
RANGE
5 E, W.M.
(2) 6" SPOOLS (1.5 LF)
1 6" TEE MJXFL, 28' 6" DI
((1)) 6" GV (MJXFL)
(i) COND THRUST BLOCK
FIELD VERIFY LOCATION & DEPTH
COORDINATE CONNECTION WITH CITY CREWS Water Utility Notes and Specifications
TSM 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTIUTY.
60D NAIL SET IN S. FAC
OF UTILITY POLE 2 All work materiel shill be in conformance with the standards and specifications of the City of Renton Planning/Butting/Public Works Department and the 1996 edition of the
K! \ ELVATION=142.78' WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications A set of approved plans shall be kept on site at
p k2 all times during construction.
3. 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 wrifing by the Public Works Department at (425) 430-7301.
1 ` \ The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work In the right of way.
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4. NI locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avid damage or disturbance. For unlit
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locates call 48-hour locators 800-424-5555.
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� ? 5. An approved Traffic Control Plan is required to be submitted at the Pre -Construction meeting.
\ \ \ 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and 0111 or latest revision, thickness pass 52. Cement mortar lining and seal cooling shall conform
83
\ G s to AWWA C104 or latest revision. Pipe pints to be push -on a mechanical 'pint Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA
k\• ® C105/A21.5-93 Standards.
PNgdr �A ` 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated asnoted on plans, and In accordance with ANSI/AWWA C110/A21.10-87. Cement lining shill be in accordance with
ANSI/AWWA C104/421/4-90. If fittngs are 3 to 12 inches in diameter and have mechanical joints, the fittings shot in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA
n c!` ?3 yo, gsPNy PAINTED C153/A2153-94 Three (3) inch to 12 inch diameter fittings, which have mechanical joints an flanged 'plots, shall be in accordance with ANSI/AWWA 0110/0.10.87 or a combination
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TAX PARCEL
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TAX PAR / 7?O, S.W. CORNER
PROP E E. OF
#214370-1170 /TAX PARCEL / Po" �r4` \ PROPERTY LINE
/ J214370-1180
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1 6" PVC �SS�STUB FOUND REBAR AND CAP
54160.20' S. BY 0.10' E OF
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l TAX PARCEL
#214 70-1190 / J214370-1206
1
WATER & SEWER PLAN
Cramer Northwest Inc.
ENGINEERS, SURVEYORS & PLANNERS
945 N. CENTRAL, STE. #104, KENT, WA 98032
(253)852-4880 (local) or 1-(800)251-0189 (foil free) (253)852-4955 (fax)
E-MAIL: cnidilcromernw.com
WATER LIN 7' ROC<FD ` \` 'FIRE
Hr IRANT rs of ANSI/AWWA Ci10/A21.10.87 and ANSI/AWWA G153/A21.53-94 such that the portion of the fitting with a mechanical joNt(s) may be with ANSI/AWNA C153/A21.53-94 and that portion
13 FOOE. \ \ f249.7• E. DF E. PROPERTY LINE AND of the fitting with flanged joints) shall be In accordance with AWWA CI10/A21.10-87. Acceptance testing in accordance with section 53,53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA
7Af37,8' N OF CENTERLINE OF
` S.W. 3RD PL. C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner.
& B & Gate vales shall be iron body, bronzed -mounted double disc with bronze wedging device and O-ring stuffing box (AWWA 0500) or of resilient seated type (AWWA C509). Valves shall be
DO" ` designed for a minimum water operating pressure of 2DO psi. Gate valves shall be Clow List 14, Mudler Company NO. A2380 or M & H.
3:4 9. Fire hydrants shall be Gorey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a
NOTE; �` e �SSMH
main valve opening (M10.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6
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WATER METERS TO BE INSTAtLEO BY threads per inch, 60 degrees V. Threads: outside diameter of male thread 4,875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by taming
CITY CREWS UNDER SEPARATE PERMITS counter clockwise (left).
and proportions as the hydrant stem nut Caps shall be fitted with
/ 10. The two 2-1/2 inch hose nozzles shell be fitted with cast iron threaded caps with operating nut of the some designp p yd p
FOUND CONCRETE MONUMENT suitable neoprene gaskets for positive water tightness under test pressures.
WITH 3° BRASS PUNCH IN CASE pumper DISK WITH / 11. The 4 inch P P P nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Story Storz adapter shall be forged and/orextruded 6061-T6 aluminum alloy, hardcoat
anodised. Threaded end portion shall have no lugs and two set erases 180 degrees apart Storz face to be metal, no gasket to weather. Stan cap to have synthetic melded rubber gasket,
and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable.
12. Fire hydrants shill be painted with two coats of point. Preservative paint number 43-655 safety yellow or approved equal.
13. Pumper connection to face roadway assembly.
Sanitary Sewer Notes and Specifications 14. Fire hydrants shot be installed per City of Renton Standard Detail for fire hydrants, latest revision.
1. All work materials shall be in conformance with the standards and specification of the City of Renton Utility Department and the latest edition of the WSDOT/APWA 15, All watermams 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All wotermain 12 Inches and larger shall be at a minimum of 48 inches below finish
Standards and Specifications. grade. Where utility conflicts occur, watermake are to be lowered to dear.
2. All construction shol be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public 16. All watermahs 6 inches and larger in diameter shall be cleaned with pipe clearing "PIGS prior to disinfection. The 'Poly pigs" shall be Girard Industries Aqua Swab -AS or approved
Works Association, latest edition (APWA) and City of Renton Standard Specifications. equal, 2 lb/cu. f . density foam with 90A durometer urethane rubber coating on the rear of "PIG° only.
3. All locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or 17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation,
disturbance. 1& All watermains and services shall be pressure tested to a minimum of 200 ad a 150 psi over operating pressure, in accordance with the specifications of the City of Renton and the
4. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed
5. It shot be the solely
r responsibility of the contracts to obtain street use and any other related permits prig to any construction, and the number of gallons per hour as listed in City of Renton Standard Hans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period.
6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans.
19. All watermabs and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the pipe
7. A copy of these approved plans must be on the A site whenever construction is in progress as laid. Chlorine shall c feence he requir in accordance with Section 1-11minimu a f five (5) w of the Standard Specifications referenced above
8. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional 21.. A pre -construction conference Ls required prig prior
any staffing
new A minimum. of five (5) working days notice is required for scheduling.
engineer or licensed professional surveyor. 21. Twenty-four (24) hours notice will be required prig to stating new construction.
9. Badkfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each toyer to 22. It shall be the contractors responsibility to sears all necessary permits prig to starting construction.
95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete 23, Installation of corporate stops, water services, Imes and meters shall not be done until of service agreements, meter applications, construction permits, and payment of fees have been
the fill over pipe shall be the some as described. made to the City of Renton.
t wet tops, which may be made b approved wet to contractors with nor approval from the Public
City of Renton except P P PP
' to be accom lished b the Y Y PP
correction to ezistin mains is ceP aP
24. All can Y Y
mechanically compacted, Cuts into the existing
9 P
10. Open cut road nesbgs for with
trenches on existing traveled roadway shall be patch
mined with cashed rode and merino y p 9 Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City notifications,
asphalt shall be nea0ine cut with saw in a continuous tins A temporary mix patch must be placed immediately after badkfill and compaction. A permanent hot mix patch
shall be placed within 10 days and shall be per City of Renton current standards. 25. Inspection will be accomplished by a representative of the City of Renton. It shot be the conWetors responsibility, to notify Development Services twenty four (24) hers in advance of
11. shallDatushall placed
City of Renton, and
all b backfilling all construction. The contractor, as well as the engineers, shalt keep as -built drawings.
12. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion 27. Contractor tr provide plugs end temporary blow -off off assemblies for testing and purity y the Star prior to final tie-in.
of construction. 27. All joint restraint systems (shadde rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, a equal, approved In writthq by the Public
Works Department.
13. All pipe and appurtenances shall be laid on a property prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for P
28. Asphalt and concrete street paving
Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compactionof
paving shall be sawcut to a minimum depth of two (2) inches. Oil mat streets may be spade cut All surface concrete, pavement, sidewalks, orb, gutters,
required beddin material, to uniform grade so that the entire length of the pipe will be supported on a uniform) dense, unyielding base. Pie bedding shall be ea ravel and driveway approaches shall be sowcut to a minimum depth of two (2) inches or removed to an existing expansion joint.
9 9 9 9 P P PP Y N 9 P 9 P g 29. A temporary add mu asphalt patch shall be placed on the day of Initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days Cat for
6 inches above and below the pipe, subgrode inspection prior to placement of find patch. '
14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron sass. 50. 30. For City projects such as telemetry conduit the PVC pipe used stall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC
15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grads In paved area, cover must slope in all directions to match pipe under improved areas
paving.
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REVISION PER PUBLIC WORKS
LSK
7/15
01' LSK
qlE INCH
2
-REVISION PER FIRE DEPARTMENT FOR VARIANCE
LSK
6/i
7
REVISION PER CDR
LSK
4/25
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NO.
REVISION
BY
DATE
APPR
UTILITY CONFLICT NOTE
7M&&M CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPROVAL
BY: � DATE: V_ s
BY: a&114j DATE:
BY: DATE: ! ��
BY: DATE:
THIRD PLACE SHORT PLAT
FOR TARA TUMBER
WATER & SEWER PLAN
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age I,��35�1-2-03 17
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2/5/O8
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