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WATER UTILITY NOTES AND SPECIFICATIONS
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 8:30 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-HOUR 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 1988 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
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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 SHALL BE 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
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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
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ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND
ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL
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JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH
FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING
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IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA
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C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
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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).
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UTILITY SPECIFICATIONS
VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE
VALVES SHALL BE CLOW LIST 14, MUELLER 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
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WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE
WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE
,T
DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4
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INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
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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
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BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST
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PRESSURES.
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5
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INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY,
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HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180
DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH,
COATED, STAINLESS STEEL, AIRCRAFT CABLE.
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12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-
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655 SAFETY YELLOW OR APPROVED EQUAL.
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13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
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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 WATERMAIN 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 BE 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.
18. 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
UTILITY SPECIFICATIONS
STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS 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 BE 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 RENTON. 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 FINAL 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.
QI-�Hq�s 18215 72ND AVENUE SOUTH
m� �2 KENT, WA 98032
(425)251-6222
o (425)251-8782 FAX
CO CIVIL ENGINEERING, LAND PLANNING,
�HG ENG�N� SURVEYING, ENVIRONMENTAL SERVICES
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CONSTRUCTION NOTES AND DETAILS
FOR
UW MEDICINE -VALLEY MEDICAL CENTER
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-51IG OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929. MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING, TWO 2-1/2-
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4' PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.975" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/5" STAINLESS
STEEL CABLE. 1-1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TD
BE PAINTED WITH TWO COATS OF PAINT- KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DIM ACRYLIC GLOSS, SAPETY YELLOW OR
APPROVED E4)1JAL- PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND SACK OF
3"
SIDEWALK THAT IS ADJACENT TO
CURB
4.875- x 5" STORZ TWO-PIECE CAST IRON VALVE BOX W11H LUG
5'x5'x6- THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. GULAR SE
D 8' TOP SECTION NTH EEXTENSION
SECTIONRLENGTH
TO FIT. VALVE NUT
BACK!OFEXPANSION JOINT AT AS REQUIRED.
BACK OF SIDEWALK
/"-CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 86-A
OR PLANTING STRIP Sl1MSONITE TWO-WAY BLUE REFLECTIVE
36" MIN
COVER CONCRETE BLOO<ING
CONCRETE
THRUST BLOCK
MAIN LJNE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AINWA C-•SD9, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16' x 5" x 4" MININUM
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING
I' ABOVE BOOT FLANGE, PLACE 8 MIL
BLOCK UNDER HYDRANT
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND I,-EVEI_ ALL GROUND
MIN 3' RADIUS
MIN 3' RADIUS
1
Rm
ONE MAN ROCK
�SvNk,
66" CONCRETE PAD /6" CONCRETE PAD
CUT F1 LL
HYDRANT LOCATION IN CUT OR FILL
PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
* + DEPARTMENT
MARCH 2O10
CITY OWNED
AND MANTAmM
PRrvAIELw 0%MED AHB FAAINTAINE15
MAxlulla Fr K LENGTH F9qu PHQPEAtY TINE
TO DCCVA MUST NOT ExCEED 50 FfET
CONORfIf BOLLARDS
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4 RIG
DDCVA MUST BE INSTALLED IMMEDIATELY AFTER
PIPE PENETRATION THROUGH RUILDING FLOOR SLAB.
ROOM IN WHICH DDCVA IS LOCATED SHALL:
A. HAVE FLOOR DRAIN CONNECTED To THE SANITARY SEVIER SYSTEM.
B. HAVE A HEATING SYSTEM (40' F 4114- TEMP.) NO HEAT TAPE
C. NOT BE USED FOR STORAGE AROUND THE DDCVA
D- HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIV9-
A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE
CITY OF RENTON FOR INSPECTION OF THE DDCVA
AND METER.
SEPARATE FLRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA
MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR
REVIEW AND APPROVAL.
A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED.
BVUIH6 WALL
46 INCH
PERIMETERS OF MINIMUM CLEARANCES
TO BE PAINTED ON FLOOR IN WHITE
ENAMEL PAINT STRIPE, WITH 2 INCH
STENCILED BLACK LETTERS TO SAY:
-00 NQT BLOCK ACCESS"
L MAIN LINE TEE (WJ x FL) WITH CONCRETE BLOCKING (WATER MAIN
LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE
THAN 5D FEET TO BUILDING) ctx
2. BRANCH VALVE FL x MJ WITH VALVE BOX AND COVER
3. CLASS 52 DUCTILE IRON PIPE t4 INCH MINIMUM) ALL PIPE AND z x
FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE a
THRUST BLOCKS PER NFPA AND AWWA STANDARDS.
4- POST -INDICATOR VALVE (MJ) MTN TAMPER SWITCH � M
5, 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL
6, TS' LONG SPOOL (FL x PE) FINISH FLOOR LEVEL
7, FLANGE COUPLING ADAPTOR
S. APPROVED DDCVA ON MAIN LINE: IN HORIZONTAL POSITION ONLY, (PER
LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION ELEVATION NEW OF DDCVA
DENCES) BOTTOM Of DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE
FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3
CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER
DDCVA ADJUSTABLE STEEL PIPE SUPPORT,
9. 0.5 & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. STANCHIONS BOLTED TO FLOOR -
ADD WIRING IN ACCORDANCE WITH L & I
10. MET£REO 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A
3/4 INCH "SENSU$-ECR" SR PDSITIVE DISPLACEMENT METER EQUIPPED
ICE REGISTER WITH A REMOTE BEAD SENSOR PLATE MOUNTED ON THE
OUTSIDE OF THE BUILDING WALL {WALL MOUNT TYPE).
11. SIZNG TYPE GRAVITY CHECK VALVE, FLANGE VATH BALL DRIP IN VAULT
OR OUTSIDE BUILDING
12. ex 4" x 6" BULL, ELBOW. THREADED
13. UL USTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS,
LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT.
AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA
MUST BE TESTED 5ATISFACTORILY BY A DEPARTMENT OF HEALTH
CERTIFIED BACYSFLOW ASSEMBLY TESTER. TEST REPORT MUST BE
SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING
DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. NSTALL
BRASS Y," FLARE TEST COCKS WITH Y4" FLARE CAPS.
PUBLIC WORKS INSIDE BUILDING INSTALL FOR 3" AND STD, PLAN - 360.5
DEPARTMENT LARGER DETECTOR DOUBLE CHECK
8
VALVE ASSEMBLY MARCH 2O10
1 IREVISED PER AS -BUILT CONDITIONS
NO. I REVISION
BUILDING EXPANSION
REGISTER SHALL BE TOUCH READ PIT LID 4" POST INDICATOR VALVE
(TR-PL) AND BE INTELLIGENT COMMUNICATION (MJzMJ) PAINTED BLUE
ENCODER TYPE (ICE). METER MUST READ IN 2-3/4" SHACKLE RODS PER CITY
CU. FT. OF RENTON SPECIFICATIONS
4" 90- BEND (MJ)
4" 90• BEND (MJ)
/-INSTALL IN TEST
(MJxFL)
w GATE VALVE (FLxMJ)
D.I.TEE
t2" 13 LF 4"
0 7'-0"
PORT A 2"x2"
BRASS NIPPLE WITH
A 2" RESILIENT
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LADDER WITH
SEATED BRASS GATE
VALVE AND 2" PLUG.
4" FLxMJ ADAPTOR
SUPPORT BARS
4" FLxMJ ADAPTOR
PER OSHA
4" or 6" 0.1.
TO BUILDING -�
FLOW --
EPDXY NON -SHRINK
GROUT
4„
4" TEE (MJxFL)
-
WELDED STEEL COLLAR CIiY
PRIVATE
TOUCH READ PIT LID SENSOR MOUNTED ON
STEEL PLATE COVER THROUGH 2" DIA. PIPING
PIPING
DRILLED HOLE IN COVER. LOCATE HOLE 2Yx"
DEADMAN BLOCK
FROM EDGE OF PIT LID AND RIBS. a" TEE
REQUIRED WITH
(FL)
SHACKLING TO TEE
PRECAST CONCRETE VAULT WITH 2 3"x3" HINGED STEEL
PLATE COVER, OUTSIDE DIMENSIONS 4'-8"x7•-0".
(EQUAL TO PIPE INC., OR UTILITY VAULT WITH
57-7L-B, 2 3'x3' DIAMOND PLATE DOORS) SENSUS MODEL 520R RADIO
READ PIT SET SENSOR
MOUNTED ON STEEL PLATE TWO PIECE CAST IRON VALVE BOX, 1
6",4" OR 3" GATE VALVE (FLxFL) COVER THROUGH 2" DIA. EOUAL TO OLYMPIC FOUNDRY CO.
NON -RISING STEM WITH HAND WHEEL DRILLED HOLE IN COVER STANDARD 8" TOP SECTION, WITH
EQUAL TO MUELLER CO.A-2380-6, REGULAR BASE SECTION LENGTH TO FI-
6" OR 4" (FLxPE) CEMENT LINED
DUCTILE IRON PIPE CLASS 52 3'-6"
LONG WITH COLLAR 20" FROM P.E. -
EQUAL TO THOSE SUPPLIED BY PACIFIC S' 4" VALVE NUT EXTENSION IF REQUIRED
WATER WORKS CO. INC. (DWG BR46/PAGE B0901
rn jn r
FLOW - 6"
12" AROUND -.I .
J '
6", 4" OR 3" COMPOUND WATER METER (FL)
EQUAL TO SENSUS SRII COMPOUND METER WITH
TOUCHREAO PITLID I.C.E. REGISTER & SENSOR
WITH 4 WHEEL HIGH RESOLUTION (100 CUBIC ADJUSTABLE STEEL
FEET) REGISTER. FOR 3" METER, REDUCE AT PIPE SUPPORT
METER WITH 4"X3" FLxFL CONCENTRIC STANCHION BOLTED
REDUCER. TO FLOOR
GENERAL NOTES:
ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE
NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF
YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED
DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR
ITS INSTALLATION.
THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE
LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS,
(WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND
THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE
VARIOUS STANDARD DETAILS).
NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT
BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT
THE DESIGNED THRUST.
�1
6", 4" OR 3" GATE VALVE
(FLxMJ) EQUAL TO
MUELLER CO. A-2380-20.
TO BUILDING
F�14"
CITY PRIVATE
PIPING PIPING
6" OR 4" PExPE CEMENT
LINED DUCTILE IRON PIPE
\ CLASS 52. LENGTH TO FIT.
6" OR 4" FLEXIBLE FLANGED
COUPLING ADAPTOR. ROMAC
OR APPROVED EQUAL.
Ue k, IC' 110RI 3", 4" & 6" COMPOUND DOMESTIC
` .A ' I I ART\[F:NT WATER METER ASSEMBLY
�.�t''
EXISTING WATER LINE
PLAN VIEW
TESTING DETAIL
±8 FT
O NEW WATER LINE
STD PLAN - 320.4
� ,J ' I-i 2 010
VERTICAL CROSS(MJxFL) FOR PDLYPIGGING
ONE BLIND FLANGE ON TDP WITH 2'TAP & 2"PLUG
ONE BLND FLANGE ON BOTTOM
ONE (MJ) PLUG WITH 2" TAP & 2' TEMPORARY BLOW -OFF
TEMPORARY BLOCK
�-- CUT -IN (BY CITY FDRCES)
TEE (FLxFL) W/ CONC, BLOCK
3- GATE VALVES (FLxMJ)
2- SOLID SLEEVES NJ) OR RO-MAC COUPLINGS
_ I- PLUG (MJ) W/2'TAP & TEMP. BLOW -OFF
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONNECTION DETAIL
AFTER ALL TESTING, CLEANING BY PDLYPIG, AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
WITH SLEEVE (MJ) & D.I, SPOOLS
FINAL CONNECTION BY CITY FORCES
EXISTING WATER LINE
P RIiC WORK.'-;
D.FpARTkIE.N7
CONNECTION TO WATER MAIN
CUT IN -LINE TEE & THREE VALVES
SURVEYED:
DESIGNED:
ZTW
DRAWN:
zTW
ZTW 0/28/2 ZTW CHECKED: AS
BY DATE APPR APPROVE:
AS
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
STD. PLAN - 300.4
NIAR(:'H :201.0
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
Alf:::��
DATUM
SHACKLE RODS
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORDING DRAWING IS A
COPY OF THE APPROVED CONSTRUCTION
DRAWINGS PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS, INC AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD
SURVEYED INFORMATION AND DOCUMENTED
FIELD REVISIONS.
TYPE A BLOCKING
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TYPE B
b�Y °
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PUBLIC WORKS
CONCRETE BLOCKING FOR VERTICAL
FITTINGS
�N�o$
DEPARTMENT
of stairs
3.1 santl and
-'�;�-----'
cement grout
6'-0"
`4 bar of each post
,i,
Width of Stairs and landing
ox
3"
f when gutter and
- -
l6 gage go l van i Zed
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rail ore omitted
steel sleeve
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Non -shrink grout
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3"
t0'-4
tire)
See Post •q Bars at
Base Oetoil B••� 1'-S%Z'OC
POST BASE DETAIL
SLAB AND GRADING SECTION
#4 BAR AT EACH POST
STD. PLAN - 330.3
MARCH 2O10
NOTES
1. Monufacturer shoil submit shop drawings of pipe railing for review
Design shall be in accordance with AASHTO specifications.
2. Aluminum pipe roiling shall hove no externol surface welds.
Per manufacturer ITYP7
4'-0" MIN
0
Gr ode
point 2" MIN
0
+
Compacted subgrade
C p
• ScK _ I I _ 6..
D t%z•' Schedule 40 pipe roiling INT
MAX
2" MIN _ W
b
"Izu�Rs.Pe 1036
R MAX Srs
�O�G\?W�VU��T*
0NAL t
m
115eMI Nontrgct X EXPRES JANUARY IT, 1999 r_ Grade line w
II/z• =�= •q Bars at 10%Z•' MAX CEMENT CONCRETE STAIRWA)
keyed. pre Goode +'r O
lain* filler (TYP) TYP) point % �" CONSTRUCTION DETAILS
' 5%% TREAD SHAPE DETAIL STANDARD PLAN H-10
--. ADOPTED
.... - . mnee,vm,wow.wam,c.•
+*>�.�+d•a>F��+�*•�•>a ��Y O CITY OF RENTON
Class 4000=aTYP1'. STANDARD PLANS r l
LAST DATE: 05/29/1998 v
SP PAGE H023 Q
CITY OF
RENTON
Planning/Building/Public Works Dept.
W-396402
04
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W
U
r�
My
DATE,
CONSTRUCTION NOTES AND DETAILS 12/29/2017
UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK:
PAGE
MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w
400 SOUTH 43RD STREET
RENTON, WA 98055 SHEET: OF:
C21 28