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5 0 10 20 40 NORTH GARAGE EXPANSION
RECORD DRA WING
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o SEE SHEET W5.1 RROPEi�TLIdE �- \\
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WATER EXTENSION PLAN
SCALE: 1 "=20' HORIZONTAL
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WATER EXTENSION PROFILE
0+00 SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL 1+00 2+11W 2+75
SURVEYED: SCALE:
4 REVISED PER AS —BUILT CONDITIONS CK 09113117 AS BCE 1 20 VERTICAL: NAVD ,s8s
»_ HORIZONTAL: NAD 1983/1991 CITY OF
DESIGNED:
cP-03 ZTW 02/24/17 AS ZTW11;R RE N T O N
CP-02�yI �,�I ZM 01/30/17 AS DRAW
ADDMDUM #2 Z 11/04/16 AS CHECKED: ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
AS IF NOT ONE INCH
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1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS,
TEES, AND VERTICAL BENDS SHALL BE PER COR STD.
PLANS 330.2 AND 330.3
2. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL
HAVE RESTRAINED GLANDS EQUAL TO MEGALUG SERIES
1100 OR ROMAC ROMAGRIP
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE:
BY: DATE:
BY: DATE:
BY: DATE:
WATER EXTENSION PLAN AND PROFILE
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
400 SOUTH 43rd STREET
REN I UN, WASHINGTON 98055 I
SHEET: ` • , OF: 2�
W-393701
03/13/2019
FIELDBOOK:
PAGE:
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WATER EXTENSION PLAN AND PROFILE
FOR
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
RECORD DRAWING
,/ p ► / LINE R
0 0 ► i BUFFERING
STA: 3+06.02 / / J �,/�► j / AVERAGE
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1-12" GATE VALVE (FLXMJ)
1-6" GATE VALVE (FLxMJ) II PARKING GARAGE
1-12" ADAPTOR (FLxMJ) \ �i—� li EXPANSION
6 LF 6" D.I. SPOOL
1-FIRE HYDRANT ASSEMBLY LEVEL 4 FF =78.33
PER STD. PLAN-310.1 (TYP.) LEVEL 8 FF-120.33
WATER EXTENSION PLAN
12" SD IE=85.77
12" WATER TOP=84.27
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WATER EXTENSION PROFILE
SCALE: 1 "=20' HORIZONTAL 1 "=5' VERTICAL
SURVEYED: SCALE:
1988
4 REVISED PER AS -BUILT CONDITIONS CK 09113117 AS BCE 1 $f_20 VERTICAL: NAVD� HORIZONTAL: NAD 1983/1991
DESIGNED: 3/1
3 CP-03 ZTW 02/24/17 AS ZTW
DRAWN:
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AS IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
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1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS,
TEES, AND VERTICAL BENDS SHALL BE PER COR STD.
PLANS 330.2 AND 330.3
2. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL
HAVE RESTRAINED GLANDS EQUAL TO MEGALUG SERIES
1100 OR ROMAC ROMAGRIP
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
WATER EXTENSION PLAN AND PROFIL
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
400 SOUTH 43rd STREET
RENTON, WASHINGTON 98055 ` • , MO
SHEET: 2OF: 24
W-393702
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WATER EXTENSION PLAN AND PROFILE
FOR
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
RECORD DRAWING
BSB `�"I'llEXISTING ING
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1-4" DI NIPPLE (PExPE) \\\� Q I ED
1-4" LONG SOLID SLEEVE (MJxPROPERTY LINEMJ) �j
RECONNECT EXISTING 4" FIRE
_wmNG," DDCVA SERVICE TO NEW MAIN /
SERVMT SEE NOTE THIS SHEET
N,�-,-6�218.9N:165216.176 I I
EXISTING BUILDING E. 129 91 � 4. 31 E' 1299174.729
STA: 7+52,81 Q
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STA 7+51.
IIVS I ALL: /
STA: :7+44.94 7+43.38
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12 LF 6" D.I. SPOOL
1-FIRE HYDRANT ASSEMBLY
PER STD. PLAN-310.1 (TYP.)
EXISTING MONUMENT
STA: 7+98.67
I CONNECT TO EXISTING WATER MAIN
I I \ I I PER STD PLAN-300.4
°< • STA: 7+82.20
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II CONCRETE BLOCKING
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ASPHALT GRIND AND OVERLAY
TRENCH AND STREET RESTORATION IN TALBOT
ROAD S. SHALL COMPLY WITH THE CITY'S TRENCH
RESTORATION AND STREET OVERLAY REQUIREMENTS
1
WATER EXTENSION PLAN
SCALE: 1 "=20' HORIZONTAL
- -
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SCALE: 1 "=20' HORIZONTAL 1 "=5' VERTICAL
4 REVISED PER AS -BUILT CONDITIONS CK 09113117 AS
cP-oa ZTW 02/24/17 as
CP-02�yI �,�I ZM 01/30/17 AS
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APPROVASED:
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SCALE:
1988
»_ � HORIZONTAL: NAD 1983/1991
1 20 VERTICAL: NAVD 83/1
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
70
8+00
CITY OF
RENTON
Planning/Building/Public Works Dept.
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FIRE SERVICE TO THE SPRINKLER SYSTEM OF THE
VALLEY PROFESSIONAL CENTER (3915 TALBOT ROAD S)
AND TO THE HYDRANT ALONG THE TALBOT ROAD S
FRONTAGE SHALL REMAIN ACTIVE THROUGHOUT THE
PROJECT CONSTRUCTION PERIOD. CONTACT THE
RENTON FIRE AUTHORITY TO COORDINATE THE
RECONNECTION SCHEDULE.
NOTE
1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS,
TEES, AND VERTICAL BENDS SHALL BE PER COR STD.
PLANS 330.2 AND 330.3
2. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL
HAVE RESTRAINED GLANDS EQUAL TO MEGALUG SERIES
1100 OR ROMAC ROMAGRIP
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
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FIRE SERVICE TO THE SPRINKLER SYSTEM OF THE
VALLEY PROFESSIONAL CENTER (3915 TALBOT ROAD S)
AND TO THE HYDRANT ALONG THE TALBOT ROAD S
FRONTAGE SHALL REMAIN ACTIVE THROUGHOUT THE
PROJECT CONSTRUCTION PERIOD. CONTACT THE
RENTON FIRE AUTHORITY TO COORDINATE THE
RECONNECTION SCHEDULE.
NOTE
1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS,
TEES, AND VERTICAL BENDS SHALL BE PER COR STD.
PLANS 330.2 AND 330.3
2. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL
HAVE RESTRAINED GLANDS EQUAL TO MEGALUG SERIES
1100 OR ROMAC ROMAGRIP
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
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NORTH GARAGE EXPANSION
400 SOUTH 43rd STREET
RENTON, WASHINGTON 98055 SHEET: ` • ,3 OF w4
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38 LF 6" D.I. SPOOL
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WATER EXTENSION PLAN AND PROFILE
FOR
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
RECORD
DR
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PARKING GARAGE
NEW
1" DOMESTIC WATER METER
EXPANSION
/23 SERVICE PER COR STD. I
LEVEL 4 - 78.33
PLAN
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PER STD. PLAN 300.1 'N
SEE SHEET W5.1
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1-8" LONG SOLID SLEEVE REMOVED AS
CONCRETE BLOCKING REQUIRED \ \ P
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It:1 29889� nz E.1298909.126 EXISTING BUILDING / MAIN PER CICONTRACITY DARDS. O�F.LLD� MAIN PER CITY STANDARDS.
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WATER EXTENSION PROFILE
SCALE: 1 "=20' HORIZONTAL 1 "=5' VERTICAL
4 REW9SED PER AS -BUILT CONDITIONS
CP-03
CP-02
ADDENDUM #2
NO. REVISION
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NOTE;
1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS,
TEES, AND VERTICAL BENDS SHALL BE PER COR STD.
PLANS 330.2 AND 330.3
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2. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL
65
HAVE RESTRAINED GLANDS EQUAL TO MEGALUG SERIES
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APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE
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VERTICAL: NAD AD 1 CITY O F
HORIZONTAL: 983/183/1991
RENTON
DATU M
Planning/Building/Public Works Dept.
I
BY: DATE:
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WATER EXTENSION PLAN AND PROFILE 03/13/2019 Im
UW MEDICINE - VALLEY MEDICAL CENTER FIELDB°GK v
NORTH GARAGE EXPANSION PAGE z
DRAWING N0: m
400 SOUTH 43rd STREET °
7
RENTON, WASHINGTON 98055 SHEET: W4GF:24
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WATER PLAN GENERAL NOTES Standard Man No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDmON AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB STTE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIORTO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILFTY LOCATIONS BEFORE BEGINNING E (CAVAT10N.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS OH-S[H.
4. ALL WATER MAIN PIPE MATERLU S SHALL BE CEMENT LINED DUCTILE IRON PIPE, TRICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250AS
PER AUWAW WA C11DJA21.10-92. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH &MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 11-I1114CH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE LIT UWCONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
SACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOU LDERS, ROADWAY PRISM AND DRIVEWAYS AND 05 PERCENT MDO IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENT014 STANDARD DETAILS AND SPECIFMATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICALJOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURrrY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT I BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EMONG MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURHY TESTING.
8. HEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF Im Psi ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 M PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALLBE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALLBE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILRY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FTTlTNGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROM DE AND INSTALL BACKFIU., CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
PUBLdC WORKS STD. PLAN - 300.0
AIK + DEPARTMENT WATER PLANRA GENERAL NOTES
MARCH 2010
Utility Specifications
Standard Plans & Specifications 7-11.3(11). The ions in pressure shall not exceed 5 psi
during the 2 hour test period.
19, All watermains 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 as laid. Chlorine shall be metered/injected in accordance with Section 7-
11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above.
20. A pre -construction conference is required prior to any construction. A minimum of five
(5) working days notice is required for scheduling.
21. Twenty-four �24) hours notice will be required prior to starting new construction.
22. It shall be the contractor's responsibility to secure all necessary permits prior to starting
construction.
23. 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.
24. All connection to existing mains is to he accomplished by the City of Renton, except wet
taps, which may be made by approved wet tap contractors with prior approval from the
Public Works Department. All necessary excavation and materials are to be supplied by
the contractor and be on -site prior to City notifications.
25. Inspection will be accomplished by a representative of the City of Denton. It shall be
the contractor's responsibility to notify Development Services twenty four (24) hours in
advance of backfilling all construction. The contractor, as well as the engineers, shall
keep as -built drawings.
26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity
acceptance prior to final tie-in.
27. 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
Public Works Department.
28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2)
inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks,
curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2)
inches or removed to an existing expansion joint.
29, A temporary cold mix 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. Call
for subgrade inspection prior to placement of find] patch.
30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical
process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and
schedule 80 PVC pipe under improved areas.
WATER NOTES AND DETAILS
FOR
UW MEDICINE -VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
RECORD DRA WING
Utility Specifications Utility Specifications
Water Utility Notes and Specifications
THESE NOTES SHALL APPEAL ON PROJECTS FOR THE WATER UTILITY.
1. All work material shall be in conformance with the standards and specifications of the
City of Renton Planning/Building/Public Works Department and the latest edition of the
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 all times during construction.
2. The hours of work in the street right of way shall be limited to 5:30 AM to 3:30 PM on
weekdays unless otherwise approved in writing by the Public Works Department at
(425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24
hours in advance of any work in the right of way.
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 locates call 48-Dour locators 800-424-5555.
4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction
meeting.
5. Datum for Vertical Control shall be North American Vertical Datum 1986 Meters, and for
Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
approved by the City of Renton PublIC Works Department. Reference benchmark and
elevations are noted on the plans.
6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110
and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating
shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical
joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene
wrapped per ANSI/AWWA C105/A21.5-93 Standards.
7. Cast iron and ductile iron fittings shallbe cement lined, pressure rated as noted on
plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in
accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter
and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA
C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter
fittings, which have mechanical joints and/or flanged joints, shall be in accordance with
ANSI/AWWA CIIC/A2I.10.87 or a combination of ANSI/AWWA 010{A2I,10.87 and
ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical
joints) may be with ANSIIAWWA C153/A21.53-94 and that portion of the fitting with
flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing
in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA
C110/A21.10-87 small be obtained by the contractor and transmitted to the owner.
8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging
device and 0-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509).
4 REl/ISED PER AS -BUILT CONDITIONS
3 CP-03
CP-02
1 ADDENDUM #2
REVISION
Valves shall be designed for a minimum water operating pressure of 200 psi. Gate
valves shall be Claw List 14, Dueller Company NO. A2380 or M & H.
9. Fire hydrants shall be Corey 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 main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles
with National Standard Threads 7-112 threads per inch and one 4 inch pumper nozzle
with the new Seattle Pattern 0 threads per inch, 60 degrees V. Threads: outside
diameter of male thread 4.875 and root diameter 4.6.263. Hydrants shall have a 1-1/4
inch pentagon operating nut opened by turning counter clockwise (left).
10, The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with
operating nut of the same design and proportions as the hydrant stem nut. Caps shall
be fitted with sultable neoprene gaskets for positive water tightness under test
pressures.
11. The 4 inch pumper nozzle shall be ftted with a Storz adapter, 4 inch Seattle Thread x 5
inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy,
hardcoat anodized. Threaded end portion shall have no lugs and two Set Screws 180
degrees apart. Storz face to be metal, rip gasket to weather. Storz cap to have
synthetic molded rubber gasket, and shall be attached to hydrant adapter with 118 inch,
coated, stainless steel, aircraft cable.
12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43-
655 safety yellow or approved equal.
13. Pumper connection to face roadway assembly.
14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants,
latest revision.
15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below
finish grade. All watermaln 12 inches and larger shall be at a minimum of 48 inches
below finish grade. Where utility conflicts occur, watermains are to be lowered to clear.
16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning
"PIGS" prior to disinfection. The "Poly pigs" shall he Girard Industries Aqua Swab -AS or
approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating
on the rear of "PIG" only.
17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will
perform the cleaning operation.
I& All watermains 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. The quantity of water lost from the
main shall not exceed the number of gallons per hour as listed in City of Renton
BY:
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HORIZONTAL: NAD 193/1991
DATUM
CITY OF
A RENTON
Planning/Building/Public Works Dept.
WATER NOTES AND DETAILS
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
400 SOUTH 43rd STREET
RENTON, WASHINGTON 98055
CK
09 13 17
AS
DESIGNED:
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CITY OWNED
AAb MAIPITAIPAM PRIVATELY OWED AND MAINTAINED
4AXINVU PWE LENGTH FRCL+ PROPER n LME
TO DDCVA MIST NOT EXCEFh W FEET
¢ 4 CONCRETE 90LLARDS
(:2)C .@ 10
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PDCVA MUST BE INSTALLED IMMEDIATELY AFTER
PIPE PENETRATION THROUGH BUILDING FLOOR SLAB.
ROOM IN WHICH DDCVA IS LOCATED SHALL:
A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM.
S- HAVE A HEATING SYSTEM (40' F FAIN. TEMP.) NO HEAT TAPE
C. NOT BE USED FOR STORAGE AROUND THE DDCVA
0, HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVs.
A RIGHT--OF-ENTRY AGREEMENT MUST BE GRANTED TO THE
CITY Or RENTON FOR INSPECTION OF THE DDCVA
AND METER.
SEPARATE FIRE SPRINKLER PLANS INCLUDING, INSTALLAT1011 OF DDCVA
MIDST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR
REVIEW AND APPROVAL
A SEPARATE FIRE SPRINKLER PERMJT IS REQUIRED.
I. MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN
LOCATED IN EASEMENT OVA PRIVATE PROPERTY SHALL NOT SE MORE
THAN 50 FEET TO BUILDING)
2. BRANCH VALVE (FL x NJ) WITH VALVE BOX AND COVER
3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND
FITTINGS SHALL BE RESTRAINED WTH SHACKLE RODS AND CONCRETE
THRUST BLOCKS PER NFPA AND AWWA STANDARDS.
4- POST -INDICATOR VALVE (MJ) WITH TAMPER SVAITCH
5. 2-94L) 141 ' BENDS {FL x FL) FLANGED DUCTILE IRON PIPE SPOOL
8- TS' LONG SPOOL (FL x PE)
7- FLANGE COUPLING ADAPTOR
9. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER
LATEST DEPT. DF HEALTH APPROVED UST OF BACKFLOW PREVENTION
DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE
FLOOR LEVEL AND NOT HFGHER THAN 3 FEET MAkIMUM.INSTALL 3
CONCRETE PADS CR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER
DDCVA
9. 0.S & Y VALVES TO BE RESILIENT SEATED V1TH TAMPER SWATCHES,
ADD WIRING IN ACCORDANcE WITH L & I
10. METERED 3/4 INCH BY-PASS DCVA -- BY-PASS METER SHALL BE A
3/4 INCH "SENSUS-ECR' SR PDSITIVE DISPLACEMENT METER EQUIPPED
ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE
OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE).
11. SWING TYPB GRAVITY CHECK VALVE, FLANGE VdTH BALL DRIP IN VAULT
OR OUTSIDE BUILDING
12. 4% 4" x 6' BULL, ELBOW, THREADED
13. UL LISTED FIRE DEPT_ CONNEC_ IGN, UL LISTED BREAK AWAY CAPS,
LOCATE WTHiN 50 FEET MAXIMUM OF A PUBUC FIRE HYDRANT.
AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA
MUST BE TESTED SATISFACTORILY BY A DEPARTMENT GF HEALTH
CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE
SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING
DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL
BRASS 3+' FLARE TEST COCKS WITH Yk' FLARE CAPS.
WUING WALL
3Co9a
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3
PERIMETERS OF MINIMUM CLEARANCES
TO BE PAINTED ON FLOOR IN WHITE
ENAMEL PAINT STRIPE, NTH 2 INCH
STENCILEO BLACK LETTERS TO SAY.
"PO NOT BLACK
ACCESS"
FINISH FLOOR LEVEL
ELEVATION VIEW OF DDCVA
ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS ROLTED TO FLOOR,
PUS>JC waRxs INSOE BUILDING INSTALL FOR 3" AND
' =�1 DEPARTMENT LARGER DETECTOR DOUBLE CHECK
VALVE ASSEMBLY
M. PUN — 360.5
MARCH 2O10
WATER NOTES AND DETAILS
FOR
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
RECORD DRA WING
CITY GAMED
AIO MAINYAINEQ PRIVATELY OWED AM MAINTAINED
EAo%)3M ki PIPE LENGTH FROM PROPERTY LINE
TO DDCVA MUST NOT EXCEED 50 FEET
x
4 CONCRETE BOLLARDS
C •V- 1Q -
FT. MAX
V
13 li 11
DDCVA MUST 9E INSTALLER IMMEDIATELY AFTER
PIPE PENETRATION THROUGH BUILDI�iG FLOOR SLAB.
ROOM IN WHICH DDCVA IS LOCATED SHALL: mxjg—
A. HAVE FLOOR GRAIN CONNECTED TO THE SANITARY SEVER SYSTEM,
S- HAVE A HEATING SYSTEM (40- F FAIN. TEMP.) NO HEAT TAPE
C. NOT BE USED FOR STORAGE AROUND THE DDCVA
D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVs.
A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE
CITY OF RENTON FOR INSPECTION OF THE DDCVA
AND METER.
SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA
MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR
REVIEW AND APPROVAL.
A SEPARATE FIRE SPRINKLER PERMIT 15 REQUIRED-
T- MAIN TINE TEE (MJ x FL) WITH CONCRETE BLQCKINO (WATER MAIN
LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE
THAN 50 FEET TO BUCLMNG)
2. BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER
3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND
FITTINGS SMALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE
THRUST BLOCKS PER NFPA AND AWWA STANDARDS.
4- POST -INDICATOR VALVE (MJ) WITH TAMPER SIMTCH
5. 2-94' BENDS �FL x FL) WITH FLANGE[) DUCTILE IRON PIPE SPOOL
6 TS' LONG SPOOL (FL x PE)
7- FLANGE COUPLING ADAPTOR
8, APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER
LATEST DEPT. DF HEALTH APPROVED WST CF BACKFLOW PREVENTION
DEVICES) BOTTOM DF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE
FLOOR LEVEL ANC NOT #IIGHER THAN 3 FEET MAXIMUM. INSTALL 3
CONCRETE PADS OR ADJUSTABiE PIPE 'SUPPORT COLUMNS UNDER
QDCVA
9. O,S & Y VALVES TO BE RESILIENT SEATED WWII TAMPER SWITCHES.
ADD WIRING LN ACCORDANCE WITH L Sc 1
10. METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A
5/4 INCH "SENSUS-ECR' SP PCkSITIVE DISPLACEMENT METER EQUIPPED
ICE REUISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE
OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE),
11. SIMNG TYPC GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT
OR OUTSIDE BUILDING
12. 4�'x 4" x 6" BULL, ELBOW, THREADED
13. UL LISTED FIRE DEPT- CONNECTIC]N, OL LISTED 9REAK AWAY CAPS,
LOCATE WITHIN 50 FEET M01140M OF A PUBLIC FIRE HYDRANT.
AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA
MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH
CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE
SUBMITTED TO CITY Of RENTCN WATER UTILITY ENGINEERING
DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL
BRASS V FLARE TEST COCKS MTH io," FLARE CAPS.
BUILDING WALL
1�)
PERIMETERS OF MINIMUM CLEARANCES
TO BE PAINTED ON FLOOR IN WHITEENAMEL PAINT STRIPE, WITH 2 INCH
STENCILED BLACK LETTERS TO SAY:
NOT BLOCK ACCESS"
FINISH FLOOR LEVEL
ELEVATION VIEW OF DDCVA
ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS ROLTED TO FLOOR,
^'UI ICOs INSIDE BUILDING INSTALL FOR 3" ANSTD. PLAN — 360.5
mb
DEPARTMENT LARGER DETECTOR DOUBLE CHECK
VALVE ASSEMBLY MARCH 2O10
4 REVISED PER AS —BUILT CONDITIONS
CP-03
CP-02
ADDENDUM #2
NO.
REVISION
13"x24" PLASTIC METER 60X EQUAL TO MID -STATES PLASTIC,
INC. SCF SERIES MSSCF 1324 18 WITH 1.75' THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC- MSCBC-1324-R WITH READER LID AND 2' DRILLED HOLE
FOR TOUCHREAD PIT 1_0 (SEE DETAIL A -A)
9" MIN
12' MAX
FINISH GRADE
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36" MIN COVER
22-1 /2'
NEW DUCTILE
IRON
wATERMAIN
CITY
PIPING
PRIVATE
PPNIf'
W I W I
METER TO BE
SUPPLIED BY THE Iy a�
C1 T_y
TYPE V SOFT o
COPPER TUBING
7SERVCE TO HOUSE 15 3/4" OR 1D IN THE FUTURE GAI VANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
< COmPRESSION COUPuNG
IN UNIMPROVED RIGHT OF
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WAY INSTALL METER BOX AT
�
PROPERTY LINE NTH 12"
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• LONG COPPER TAILPIECE
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TOUCHREAD WATER
LOOP DCM4 TO CENTERLINE
OF WATER MAIN TO
PROVIDE $1,AM IN COPPER COPPERSFTTER FOR 5/8"x3 d" METER; FORD
SERVICE LINE T4 METER. VgIi72-15W-44-330, OR McDONALD BRASS, 21-215VADQQ33, OR
MUELLERi 3/4-9-2470-2 MTH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPMATION STOP WITH BALL VALVE- FORD COPPERSETT£R FOR 1" METER:_FORD V$H72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JaNT McDONALD BRASS: 21-415WCQ044, OR MUELLER: 1-0-2470-2
(3/4" F81000--3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET VATH QUICK JOINT. PADLOCK WINGS ON
(1" F61000-4-0) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK: VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT,
NOTE:
ALL METER 8OXES INSTALLEO WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL 9£
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOk-
A — J--1
NOTE:
THE CENTER OF THE MOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THIS OPFPI SIDE OF MORE THAN
ONE RIB.
DRILL 2' DIA. HOLE FOR AFAR (AUTOMADC
METER READ) TOUCHREAD DEVICE
- 2-1/2" MIN. MOM NEAREST
AND FRONT EDGE OF PIT LID
af4" AND 1" WATER SERVICE M. PLAN— 320.3
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NOVEMBER 2009
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THRUST BLOCK BEARNG AREA IN SCUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM 51LT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND ik GRAVEL
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AREAS CALCULATED ON 3DO PSI TEST PRESSURE. MIN- COVER FOR WATERMAIN LESS THAN 12".
4'-C" LAIN- COVER FOR WATERMAIN 12" OR GREATER,
MAX. HEIGHT OF THRUST BLOCK (FT) 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT} ,. D.D. PIPE + 1,0•
11RUST BLOCK 13E,
REA REFERS TO -
4C£ OF BLOCK II
IN SQUARE FEET
L L+)CATION AND SIZE OF FLOCKING FOR PIPE LARGER THAN 12'DIAmITTER AND FOR $OIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL UccKmc SHALL BE PouREO IN PLACE AGAINST UNDISTURBLD NATIVE CROUMU.
i ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALA RILOC1{ING SHALL BE COMk RFTE CL 5
5. BLOCNING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FIT11tZ SURFACE AREA
POSSIEELEr RUT SHALL NOT COVER -DR ENCLOSE BFJ_ ENDS. JOINT 9OL75 OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVMED,
(++ PUBLIC WORKS
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VERTICAL BENDS
STD. PLAN - 330.2
MARCH
WATER NOTES AND DETAILS
FOR
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
RECORD DRA WING
SHACKLE RODS
(TYP)
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CAUTION VALVE BOX SHOULD NOT BEST ON n
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
COULD CAUSE THE SREAKAGE Ci THE SERVICE.
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•` PRIVATE PLUM9ING
9" MIN, g SHALL COWECT
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2" BRASS PLUG
dRUSHEU ROCK BASE (THREADED)
TO SUPPORT VAULT.
BY FASS NOT ALLCMED
FOR IRRIGATION 4fETERS
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1-1 /2 81JU 2" Ut1A1ER SERVICE DETAIL \-VIFT x OVICK JOINT
B
R INSIDE 13ADIUS OF SHACKLE ROO BEND MATERIAL E�2 $T F " VICE WT+4 METER LOCATED IN RIGHT -Of -WAY BEHrNf1 SIDEWALK,
1. 2 tapped tee on new water meter-
Ld '_ 4" long k 2" brass nipple with threaded ends (MIPT), -A
t Ld 2" resilient sect valve with threaded ends, square operating nut and valve nut extension IF TCLiC 2" HREAD DEVICE
DRILLDIA.HOLE FOR
In required (see standard detoR 330,1)- TOUC
4. Two piece cost rron valve box. Standard S" top sectron wrth regular base section, length to
1A Elk. -lug" type cover,
SHACKLE RODS 5. 2" brass bushing (MIPT x WIT) 2 each 2" brass or bronze nipFles.13" length, threaded ends 2
(TYP) R aach 2"-90" brass or bronze elbows (FIPT x FIPT)
6. 2" (MIPT) x compression fitting, Ford C84-66 or equal.
R 7. 2" soft copper type K or brass nipples, length to fit. TYPICAL RIB
S. ?" #hreaded brass 90' ell- 2-1/2" MIN_ FROM NEAREST
`\. 9. 2" Custorsetter with by-pass Ford VSH 86-128-11-77 (t7-3/16") or Mc4onold brass
30137T5WDWF 75, with flanged angle ball valve and padlock wings On Inlet, and angle check valve AND FRONT EDGE OF PIT LID
auUet, ball vulva an bypass witir, padlock wings. Customsetter shall have vertical inlet and Outlet.
10. Rigid meter spreader to be supplied and installed In meter setter try contractor.
2 TURNBUCKLES - 11. Water meter shell be supplied and Installed by City of Renton upon payment of o0 related water
meter fee and sotlsfact❑ry pressura and purlty tests.
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TYPE A BLOCKING
FOR 111/4' & 221/2' VERTICAL RENDS
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TYPE A THREAD 6"
I.E. 17 x3D equal to Mld-States Plostics, Inc- SCF Series MSBCF 1730-18 with 2 thick UuCtde irvn
domond plate cover 187'01` egui❑h to Wd-Stotes Plastics, Inc- MSCPC-1730-R with 2' drilled hale
for touchread pit lid, and meter read Ild.
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;1 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property
owner is responsible for any necessary adoptatron or extension of water service.
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(thre❑dad ends), 2 Bath 1-1/2"-9W braes or bf6n7a elbows (11PT x FIPT)
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TYPE B BLOCKING
FOR 45' VERTICAL BENDS
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13. 1-T/2" coupling (compression x FIPT) wilt, 1-1/2" p4ug (MIPT), Ford 0-T4-66 ar equal- The
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property owner fs responsible for any necessary adaptotion or extension Of water service
NOTE:
ALL METER BOXES INSTALLED IN CONCRETE OR PAVED
DRIYEWAY5 CMIII I RF rART-'Pnm 9-01IAI Tn ni YLRIr'
FOUNDARY.
I S
EXPANSION JO#NTS MUST BE INSTALLED 12" MiNIMLW ON BOTH
TYPE B $DES OF MFTTER sOx.
Aill PUBIC KrORi{
CONCRETE BLOCKING FOR VERTICAL STDPUBLIC WORKS 2 AND 12"
. PLAN - 330.3 WATER SERVICE LOCATED STD. PLAN - 320.3
+ DEPARTMENT FITTINGS+ + DEPARTMENT IN RIGHT OF WAY BEHIND SIDEWALK
MARCH 2010 FEBRUARY 2010
BY:
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BY: DATE:
SURVEYED:
BCE
SCALE:
VERTICAL: NAVD ,988
HORIZONTAL: NAD ,983/,99,
DATUM
CITY OF
',
RENTON
Planning/Building/Public Works Dept.
WATER NOTES AND DETAILS
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
400 SOUTH 43rd STREET
RENTON, WASHINGTON 98055
4
REVISED PER AS -BUILT CONDITIONS
cK
09113117
AS
DESIGNED:
ZTW
CP-03
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02/24/17
AS
CP-02
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01/30/17
AS
DRAWN:
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ONE INCH
ADDENDUM #2
ZIrYT
11/04/16
AS
CHECKED:
AS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
No.
REVISION
BY
DATE
APPR
APPR�OSVED:
03/13/2019
FIELDBOOK:
PAG E:
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