HomeMy WebLinkAboutW-4179069
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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 CUTS" 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 60 INCHES.
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 PURITY TESTING.
8. 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 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.
~�Y o STD. PLAN - 300.0
�'+�► + PUBLIC WORKS WATER PLAN GENERAL NOTES
DEPARTMENT
MARCH 2010
MARKER MARKEh
I '
1
TWO LANE ROAD OFFSET
MARKER TO INDICATE
WHICH SIDE OF STREET
HYDRANT IS ON (4" FROW
DOTS OR PAINTED LINE)
MARKER
FOUR LAME ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LAME DIVIDER)
HYDRANI MARKERS
7R
4-
RAISED PAVMENT MARKER TYPE 88 AB
STIMSONITE TWD-WAY (BLUE)
PUBLIC' WORKS HYDRANT MARKER LAYOUT
DEPARTMENT
MARKER
t
F
ON SIDE STREETS WHERE THE
HYDRANT IS WITHIN 20' OF A
MAIN TRAVELED 5TREET, THE
MARKER IS: TO BE INSTALLED
ON THAT MAIN STREET
MARKER
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
STD. PLAN - 310.3
MARCH COIU
TESTING DETAIL
4- 1 r% F-F
L_]
EXISTING TEE, DEAD END LINE. CAP OR PLUG
DO NOT DISTURB BLOCKING
NEW WATER LINE
0
P'E
VERTICAL CROSS (MJxFL) FOR PQLYPIGGING
1 -BLIND FLANGE ON TOP WITH 2"TAP Sc 2"PLUG
1-13LIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2"TAP 8c 2" BLOW -OFF
TEMP. BLACK
FINAL CONNECTION DETAIL
NEW WATER LINE
EXIST. WATER urvE 0, L
J
AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE (MJ)
AND D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
PUBLIC WORKS CONNECTION TO WATER MAIN
DEPARTMENT EXISTING TEE OR END LINE CAP
13%24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 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 LID (SEE DETAIL A -A)
9" MIN
12" MAX
FINISH GRADE
<W
>
STD. PLAN - 300.5
MARCH 2010
z I
IN UNIMPROVED RIGHT OF z
J
WAY INSTALL METER BOX AT J
PROPERTY LINE WITH 12"
w
LONG COPPER TAILPIECE. w
f SIDEWALK of
TOUCHREAD WATER
METER TO BE
CIT
PIP
PRIVATE
PIPING
36" MIN COVER N o
SUPPLIED BY THE
12
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>
CITY
TYPE "K" SOFT
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22-1/2'
COPPER TUBING
///
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS
3/4" OR 1'°
TO BE INSTALLED IN THE FUTURE
GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT
PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER
COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER.
VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD
COPPER SETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT
McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-247D-2
(3/4" FB1000-3-0) OR AY MCDONALD 4701B
BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" F61000-4-Q) OR AY MCDONALD 47016
INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
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) TOUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
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.
Y
`S
PUBLIC WORKS 34 AND 1" WATER SERVICE STD. PLAN - 320.1
DEPARTMENT
NOVEMBER 2009
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG,
8/
1 1 CONSTRUCTION RECORD DRAWINGS
F.ITS"M •►
TEMPORARY 2" GALVANI2ED PIPE
AND 2" GATE VALVE
FINISHED +=RAOe ELEVATION
INSTALL 2" PEUG ON TOP BLIND FLANGE
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) AFTER REMOVAL OF POLYPIG
4 FT VAIN, COVER (12-INCH DIAMETER AND OVER)
I
NEW WATER MAIN POLYPIG
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZi: OF VERTICAL GROSS SHALL BE THE SAME AS 5WE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BUN➢ FLANGE ON TOP OF CROSS WITH 2" TAP & Z' TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL QF CLEANING "POLY -PIE')
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG {MJ) ON END OF CROSS
CONCRETE BLOCKING
ALI, DEBR;S AND POI_YPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL GROSS BEFORE
DISINFECTION OF NEW WATER MAIN
PUBLIC Wa.ij.Kti POLY PIG STATION FOR CLEANING OF
DEPARTMENT WATER MAINS
11-1/4- BEND 22-1/2- BEND 4a' PEN❑
E01�r
CAP
TEE 90' BEND
STD. PLAN 300.6
MARCH 2010
THRUST BLOCK HEARING AREA IN SUARE FEET (SEE NOTE$) FOR HORIZONTAL Aw DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT Of?COMPACT
FIRM SILTY SASO
SAND
GYWPACT SAND do GRAVEL
90'
45' BEND
11 1/4'
9D'
45' BEN4
11 1/4,
90'
45' BEND
11 1/4-
FITTINE
BEND
TEE
CAP OR P400
& 22 1/2'
BEND.
TEE
CAP O+i PLUG
6c 22 1/2-
9END
TEE
CAP OR PL11G
Ac 22 1/2,
SEND
SEND
BEND
4"
7.0
4.2
4.2
1:.7
2A
2.1
2.1
1.0
77
1.6
1.6
1.0
6
13.3
9.4
9.4
6
6.7
4.7
4.7
1.9
5.0
3.5
.3-5
1.4
8
7 .S
16.7
16.7
6.
f1.7
8:4
8.4"J.4
8 8
6.3
8.3
5
s2
59.6
i7.5
57.5
15.0
7fi.3
18.8
9.9
7.5
2t,o
14.6
14.0
18
AREAS CALCULATED ON 304 PSI TEST PRESSURE. 3'-0" MIN COVER FOR WATERMA]N LESS THAN 12".
4'-O" MIN. COVFR FOR WATERMAIN 12' OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT 6F THRUST BLOCK (FT) = D.D. PIPE + 1.0'
IHR1JST BLOCK BEARING
AREA REFERS TC THE
fACE OF SLOCA MEASURED
n�ryt G•� IN'GQIJM, FET.T
1- LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOL TYPES
DIFFERENT THAN SHOWN SHALL BE DE'TERMINEO BY THE ENGINEER.
2. AI-4 DLOCKING SHALL 6E PALIRFO 1N PIACE, ACAINST UND157UR13ED NATII/E GROUNO.
3, ALL POURED T14RU5T BLOCKS SHALL BE BACNI'd-k. b AFrrR MIN- 1 DAY_ PRESSURE TSTIAIG
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCHING SHALL BE CONCRETE CL 5
S. BLOCKING- AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR CLANpS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
+I PUBLIC WOI2Iti CONCRETE BLOCKING FOR STD. PLAN - 330.2
+ HORIZONTAL AND DOWNWARD
�._.r DEPARTMENT VERTICAL BENDS
MARCH 201U
M E M
2/ 13/24
H H H
SURVEYED:
LENN R. SPRAGUE P. L. S.
SCALE:
AS NOTED
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY U00ffS
ONE INCH
CHECKED:
HOLL/ HEA VRIN
AT FULL AIF
IF NOT ONE C NCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
I HOW H. HEA VR/N P. E.
VERTICAL NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
FIPF HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 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,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORS/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. 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 BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
I 5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE
9' EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION
2,.� BACK OF SIDEWALK AS REQUIRED.
/,-OR
SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A
/ OR PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE
36" MIN
COVER CONCRETE BLOCKING
�' rk
11111
` i5
" ; i ,: • 5 `-
CONCRETE � t
THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
5" GATE VALVE (FL X MJ) AWWA, C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16" x 8" x 4" MINIMUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
LEVEL ALL GROUND MIN 3' RADIUS
MIN 3' RADIUS
ONE MAN ROCK
W>
s
D
1"
�. 6" CONCRETE PAD 6 CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL_
~;i o PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENT
�1''V,C>• MARCIi 2010
CITY OF
RENTON
Planning/Building/Public Works Dept.
ASBUIL T NOTE
THE ASBU/L T /NFORMA TON DEPICTED ON THESE
PLANS /S BASED UPON FIELD SURVEY
INFORMATION PROVIDED BY CORE DESIGN AND
SUPPLEMENTED BY S/TE CONTRACTOR,
GOODFELLOW BROTHERS, ON ✓ANUARY 291-h;
2024. GOODFELLOW BROTHERS /ND/CA TES THAT
THE DATA PROVIDED TO CORE DESIGN
ACORATEL Y REPRESENTS FIELD CONDITIONS ON
THE DATE OF THE/R SURVEYCORE DESIGN HAS
REI/IEWED THE /NFORMAT/ON PROVIDED FOR
GENERAL CONFORMANCE WITH THE DESIGN
CONCEPT, AND TO THE BEST OF OUR
KNOWLEDGE THE /NFORMA T/ON /S /N
ACCORDANCE WITH THE OBSERVED FIELD
COND/TONS.
�pK INS h,
o wAsyfF CIVIL ENGINEERING
o, z LANDSCAPE ARCHITECTURE
zPLANNING
99 �.� DESIGN SURVEYING
IETER
1pNA L 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 W-417906
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
WA TER STANDARD DETAILS
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DATE: CT
211JI24 V
FIELDBOOK:
PAGE:
DRAWING NO:
C6.31
SHEET: OF:
55 107
CONSTRUCT/ON RECORD DRA WINGS