HomeMy WebLinkAboutR-407309G)
E
13"x24" 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
yam
0
36" MIN COVER,
cv n V
Z �2-1/2'
�J
NEW DUCTILE
IRON
WATERMAIN
CITY
PRIVATE
PIPING
PIPING
IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
w PROPERTY LINE WITH 12"
M
w LONG COPPER TAILPIECE.
w
a
of I SIDEWALK
of
s
.
TOUCHREAD WATER
J
METER TO BE
12n
SUPPLIED BY THE
I
a
CITY
i
TYPE 'K" SOFT
a 0
COPPER TUBING
n1
n V
IF SERVICE LINE TO HOUSE IS
TO BE INSTALLED IN THE FUTURE
INSTALL FORD C14-33 OR 44 FIPT
x COMPRESSION COUPLING
/ Z_LOOP DOWN TD CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IK COPPER
SERVICE LINE TO METER.
911
-
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1"^METER: -FORT] VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC0044, OR MUELLER: 1-8-2470-2
irli-g 3-Q) ^. "" 11f'G1iT ^ "' o BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" F81000-4-0) OR AY MCDONALD 47D1B 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
L _ 2-1/2" MIN. FROM NEAREST
r AND FRONT EDGE OF PIT LID
I
TYPICAL
RIB
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 510E OF MORE THAN
ONE RIB.
3/4" OR 1"
GALVANIZED
PLUG
� � + PUBLIC WORKS
SAND 1" WATER SERVICE STD. PLAN - 320.1
DEPARTMENT
NOVEMBER 2009
11-1/4' BEND 22-1/2" BEND 45' BEND
CAP
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
9D'
45• BEND
11 1/4'
90,
45' BEND
1/4'
go'
45' BEND
11 1/4'
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CRP DR PLUG
1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
END
BEND
4"
7,0
4,2
4.2
1.7
2-9
2.1
2.t
k&:22
1.O
2.2
1,6
1,6
1.0
6
13.3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8
23..3
16.7
16.7
6.7
11.7
&4
8.4
.3.4
8.8
6.,3
6.3
2.5
12"
53.0
37-5
37.5
15.0
26.5
18.8
IEUS
7.5
20.0
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-O' MIN, COVER FOR WATERMAIN LESS THAN 12',
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1 V
THRUST BLOCK BE.
AREA REFERS TO
FACE OF 6LOCK M
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12'DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHDVIN SHALL BE DETERMINED BY THE ENGINEER.
2- ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. I DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2')-
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR STD. PLAN - 390.2
ut
PUBLIC WORKS
DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 2010
wn�
Ln
Ail
N
Land Planning e Civil Engineering
N 5130 South 166th Lane
O
SeaTac, WA 98188
L T (206) 229-6422
Q
Q
1Z' M:
18' Me
SEE
FIRE 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 2-112"
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-MOORE/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. 1 B" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3SIDEWALK THAT IS ADJACENT TO
CURB
_F/
4.875" x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
vv EXPANSION JOINT AT
2.,� BACK OF SIDEWALK
CONCRETE SIDEWALK
--OR PLANTING STRIP
36" INIF
L�-
COVER Yin
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
v
CONCRETE
THRUST BLOCK MAIN LINE TEE. NTH 6" FLANGE SIDE OUTLET.
t !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" MININUM 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 S RADIUS
ONE MAN ROCK o'
e 6" CONCRETE PAD 6 D 16" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 910.1
* =�� DEPARTMENT
MARCH 2O10
A
PLAN VIEW
wA1ER
SECTION A -A
VALVE BOX LID WITH
EARS IN DIRECTION OF
WATER MAIN AND WORD
"WATER" CAST INTO IT
CONCRETE COLLAR FOR
LVES IN PAVED AREAS L 4-114" DIA.
1/8 MIN. THICKNESS
1" STEEL
LENGTH AS REQUIRED
1/8" MIN. THICKNESS
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
NIECE CAST IRON VALVE
X, RICH-SEATTLE TYPE
OLYMPIC FOUNDRY
VALVE OPERATING NUT
EXTENSION
VALVE OPERATION 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. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
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 TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
2" SQUARE
OPERATING NUT
�3
F*
77
3"
38" MIN.
WIDTH
WHITE
62"
I
24"
1
VALVE MARKER POST
PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330A
DEPARTMENT NUT EXTENSION MARCH 2O10
JOB NO.
R19020
Rol
REVISION
EXISTING WATER LINE
TESTING DETAIL
EXISTING WATER LINE
FINAL CONNECTION DETAIL
PLAN VIEW
IICAL CROSS(MJxFL) FOR POLYPIGGING
BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG
BLIND FLANGE ON BOTTOM
(MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF
TRARY BLOCK
_INGS
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMDVE TEMP. BLOCK & BLOW -OFF & CONNECT
WITH SLEEVE NJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
EXISTING WATER LINE
PUBLIC WORKS CONNECTION TO WATER MAIN CUT' PLAN - 300'3
DEPARTMENT IN -LINE TEE & TWO VALVES
MARCH 2O10
MARKER MARKER
I .
I
I
60 LANE ROAD OFFSET
MARKER TO INDICATE
WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM
DOTS OR PAINTED LINE)
MARKER
I � • � I s
FOUR LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
HYDRANT MARKERS
F
RAISED PAYMENT MARKER TYPE 88 AB
STIMSONITE TWO-WAY (BLUE)
MARKER
F
ON SIDE STREETS WHERE THE
HYDRANT IS WITHIN 20' OF A
MAIN TRAVELED STREET, 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)
PUBLIC WORKS STD. PLAN - 310.3
+ � + DEPARTMENT HYDRANT MARKER LAYOUT
�. MARCH 2O10
SUR
VEYED: :DESIGNED:
H. H. PHAN
DRAWN:
H. H. PHAN
CHECKED:
APPROVED:
BY DATE APPR
SCALE:
NA
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
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.
S. 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 (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD.
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.
�® PUBLIC WORKS STD. PLAN - 300.0
DEPARTMENT WATER PLAN GENERAL NOTES
t1. MARCH 2O10
R-407309
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CALLIDUS DUPLEX DATE:
4-15-2021
3119 NE 20TH ST FIELDBOOK: Q
CITY OF RENTON, WA 98056 PAGE: cn
RENTON DRAWING N0:
NtmsV
C8 0
Planning/Building/Public Works Dept. J
SHEET: OF: J
STANDARD DETAILS - 4 19 1210