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13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
IHC_ HCF SERIES MSSCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID --STATES PLASTICS,
INC_ MSCSC-1324-R WITH READER LID AND 2' DRILLED HOLE
FOR TOUCHREALI PIT LID (SEE DETAIL A -A)
36" MIN COVER
NEW DUCTILE
IRON
WATERMAIN
8" MIN
12" MAX
FINISH GRADE
ME:" 911_�
N �,U
22-1/.2-
CITY
;p-, G
IN UNIMPROVED RIGHT OF
J
_2
J
WAY INSTALL METER BOX AT
' PROPERTY LINE WITH 12"
W LONG COPPER TAILPIECE.Ld
! SIDEWALK
a 1
�TOUCHREAD WATER
METER TO BE 2»
SUPPLIED BY THE $
CITY
TYPE 'K" SOFT '_0
COPPER TUBING
75FRVICIE LINE TO HOUSE IS 3�<" OR 1"
STALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14--33 OR 44 FIPT PLUG
X COMPRESSION COUPLING
t LOOP DOWN CENTERLINE
pF WATER MAIN TO
PROVIDE SLACK IN COPPER COPP£RSETTER FD$ 5/S"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR MWONALD BRASS: 21-215WC0033, OR
MUELLER: 3/4-13-2470--2 Y47H ANCLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE 0!J OUTLET
CORPORATION STOP WITHBALL VALVE, FURU COPPERSETTER FOR _ L"_.METER: FORD vBH72-15w-44-440, OR
TAPERED THREAD (CC), WICK JOINT MCDONALD BRASS: 21-415WC0044, OR MUELLER: 1-B-2470-2
(3/4" F01000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS 4N
(1" FB10DO-4-0) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER $ORES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL 13E
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCFIREAD DEVICE
L _ 2-1/2" MIN. FROM NEAREST
FL_
AND FRONT EDGE OF PIT LID
I
TYPICAL
RIB
I
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1' FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
�® PUBLIC WORKS 3/4' AND 1" WATER SERVICE STD. PLAN - 320.1
DEPARTMENT
NOVEMBER 2009
A PLAN A
VIEW
WATER
VALVE BOXLID WITH
DI
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
OPERATING NUT
"WATER" CAST INTO IT
12: MIN.
18MAK,
4" CONCRETE COLLAR FOR
VALVES IN PAVED AREAS
4-1/4" DIA•
L2'
1/8` MIN. THICKNESS
SEE DETAIL-
2 PIECE CAST IRON VALVE
BOX, RICH--SEATTLE TYPE
OR OLYMPIC FOUNDRY
1 ' STEEL
LENGTH AS REQUIRED
1./9" MIN. THICKNIESS
2--1/4" INSIDE MEASUREMENT
2--1/4" DEPTH
5ECTION A -A
VALVE OPERATING NUT
EXTENSi.flN
VALVE OPERATIIQN NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. CNLY ONE
EXTENSION TO BE USED PER VALVE,
NOTE: ALL EXTENSION'S ARE: TO BE MA❑E
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TQ BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
T
38"
n�
! II
24"
VALVE MARKER POST
WH I TE
FUBLIC WORKS VALVE BOX, MARKER & OPERATING PLAN - 330.1
+ # DEPARTMENT NUT EXTENSION
N MARCH 2010
�G,HA�S
42
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20, 5
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<T�HG ENG
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
�1 SAD
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24661
ST soNE��G����
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CONSTRUCTION NOTES AND DETAILS
FOR
UW MEDICINE -VALLEY MEDICAL CENTER
MEDICAL OFFICE BUILDING EXPANSION
11-1/4" BEND
CAP
22-1/2' BEND
rf
Y .."
TEE
45' BEND
90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORI20NTAL AND DOWNWARD VERTICAL BENDS
SOILFIRM
SILT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
9D'
45' BEND
11 1/4-
90'
45' BEND
11 1/4'
45' BEND
11 1/4'
FITTING
BEND
TEE
CAP OR PLUG
& 22 T/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
CAP OR PLUG
tk 22 1/2'
BEND
BEND
BEND
4'
7.6
a.2
4.2
0
29
2.t
2.1
1.0
12-2t6
1.6
1.0613.3
9.4
9.4
3-8
6.7
4-7
4.T
1.9
3.5
1.4B-
23.3
T6.7
16.7
6.7
T1-T
8.4
B-4
3.4
6.3
2.51.2
3.D
37.5
37.5
15.p26518818
7.5
14.0
5_fi
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" WIN. COVER FOR WATERMAIN LESS THAN 12".
4•-0" MIN. COVER FOR WATERMAIN 12" QR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) - O.D. PIPE + 1.0'
4RUST nooC BEl
PEA REFERS TO
ACE OF 13ELOCK MI
IN SQUARE FEET
1. _OCC4ATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12-DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEn.
2. ALL BLOCKING SHALL 9E POURED IN PLACE AGAINST UNDISTURBED NATNt GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE 6ACKFILLED AFTER MIN. 1 DAY, PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIW STRENGTH.
4. ALL BLOCKING SHALL 9E COW-RETE CL 5
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COWER OR FWCLOSE BELL ENDS, JOINT DOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PRONGED,
CONCRETE RLOCKING FOR STD. PLAN - 330.2
t ®; PUBLIC WORKS HORIZONTAL AND DOWNWARD
DEPARTMENT 'VERTICAL BENDS
MARCH 2O10
TRAFFIC RATED CAST IRON
CLEAN OUT BOX COVER. CAST
IRON VALVE BOX, OR EQUAL
PAVED AREA
Q
4
12" MIN,
TRAFFIC RATED LOCKING CAST IRON LID
OR VALVE BOX PER MANUFACTURER
RECOMMENDATIONS. SEE NOTE 2
LANDSCAPING
EXTEND CLEANOUT
2" ABOVE DESIGN PONDING
.� ELEVATION OR PER PLAN
p DESIGN PONDING
ELEVATION
d
SOIL TIGHT 45' BEND
WYE
SOIL TIGHT
COUPLER
UNDERDRAIN PIPE,
SEE NOTE 1
TO OVERFLOW
STRUCTURE OR -
STORM MAIN
MECHANICAL PLUG OR CONTINUED
UNDERDRAIN CONNECTION
TYPICAL CLEANOUT CONFIGURATION
FERNCO GASKETED
OUIK CAP OR SIMILAR
r 4" STREAMBED COBBLES
/ PER WSDOT 9-03.11(2)
` CON[ K
CONCRETE O25 oO
RETEETE COLLAR
ADD VALVE BOX EXTENSION
OR SOIL PIPE AS NECESSARY
TO ACCOMMODATE O.D. OF
RISER PIPE
CLEANOUT TOP LOCATED WITHIN
SIORETENTION PONDING AREA
NOTES:
1. UNDERDRAIN PIPE PER STD PLAN 26200 DIAMETER TO BE 6-INCHES MIN. PRIVATE, 6-INCHES MIN PUBLIC
2 CLEANOUT COVER TO BE LOCKING WTH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT, "CLEANOUT," "CO," OR SIMILAR.
GENERAL NOTES:
1, UNDERDRAINS FOR STORMWATER FACILITIES SHALL HAVE AN ACCESS POINT (CLEANOUT, OBSERVATION PORT, OR
OVERFLOW STRUCTURE) AT EACH END AND A MINIMUM OF EVERY 100 FEET OF PIPE.
2 CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE.
3. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES,
4. ALL FITTINGS SHALL BE SOIL TIGHT.
5. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF FACILITY UNLESS APPROVED OTHERWISE, AND OUTSIDE OF PONDING
AREAS WHERE POSSIBLE.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 226.00
iRl
PUBLIC WORKS APPROVED.
DEPARTMENT STORMWATER FACILITY CLEANOUT
D
ATE
2 IREVISED PER AS -BUILT CONDITIONS
CP-03
F
r��ly
TO CITY
METER STACKED METER SECTION 6" MIN. FREE
DOES DRAINING GRAVEL
NOTES:
L ALL 0008LE CHECK VALVE ASSEMBLIES (bCVA`s) MUST SE LISTED ON LATEST LIST OF "E3ACKFrLovq PREVENTION
ASSEMBLIES APPROVE[) FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEATH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3, THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE, A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT.. ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425--430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
PUBLIC WORKS �4" TO 2" CCUBLE CHECK VALVE STD. PLAN - 340.8
DEPARTMENT ASSEMBLY FOR IRRIGATION OFt
RESIDENTIAL FIRE SPRINKLER MARCH 2O10
TESTING DETAIL
IEW D.I WATER LINE
I/
TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGCWC
TAPPING GATE VALVE (FL XMJ) I -BLIND FLANGE ON TOP MATH 2" TAP AND 2" PLUG
TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BOTTOM
AND 2-INCH BLOW -OFF ASSEMBLY I-PLUG(MJ) WITH 2"TAP k 2" BLOW -OFF
CONCRETE BLOCKING TEMPORARY BLOCK
FINAL CONNECTION DETAIL
„- NEW D.I. WATER UNE
IPF 1- _
AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK ABLOW-OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES.
1. TAPPING TEES SHALL BE MADE OF CAST IRON. DUCTILE IRON OR
EPDXY -COATED STEEL BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
2 NO SIZE ON 9ZE TAPS ON GIST-" WATER ONES. TAP SHALL BE AT
LEAST Y SMALLER DIAMETER THAN THE EXISTING MAIN,
3. NO MET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAP OR SUPERIOR TAPPING INC.
S. CONTRACTOR SHALL POTHOLE AND VMFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LIE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB.
6. CITY FORCES OLL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL
PUBLIC WORKS CONNECTION TO WATER MAIN WITH' PLAN - 300.1
DEPARTMENT TAPPING TEE & VALVE MARCH 2O10
SURVEYED:
DESIGNED:
zTw
ZTW 10/28/2C ZTW DRAWN: ZTW
ZTW 4 2 $ ZTW CHECKED:
AS
BY DATE APPR APPROVED:
AS
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
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.
WATER PLAN GENERAL NOTES Standard Plan 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 EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE 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 PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG GUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS 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 250 AS
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-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 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS 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
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD 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
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS 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 PURITY 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 / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESTING.
S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD, UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY 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 AP S ARY ADAPTORS AND FITTINGS 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 PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
ti�Y o STD. PLAN - 300.0
PUBLIC WORKS WATER PLAN GENERAL NOTES
=• + DEPARTMENT
MARCH 2O10
04
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE:
CITY 0 F CONSTRUCTION NOTES AND DETAILS 12/29/201 7
UW MEDICINE - VALLEY MEDICAL CENTER PnArim c BOOK:
RENTON
IL
MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: W
Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET
RENTON, WA 98055 SHEET: OF:
C22 28
W-396403
R-369419