HomeMy WebLinkAboutD-4017120+00
STA:-0+12.57, 11.46'RT
POC
(1) 12"X8" CUT-IN TEE (MJ X FL)
(1) 12" GATE VALVE (MJ X MJ)
(1) 8" GATE VALVE (FL X MJ)
(3) 12" SPOOL
(2) 12" TRANSITION COUPLING
WITH THRUST BLOCKING
NOTE: FIELD VERIFY OD OF
STEEL PIPE PRIOR TO ORDERING
TRANSITION COUPLING
0+00BID SETLAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
WATER UTILITY DETAILS
10' ±
FINAL CONNECTION
TESTING CONNECTION
(1) 8" CROSS (MJ x FL)
(1) BLIND FLANGE ON TOP WITH 2" TAP & 2" PLUG
(1) BLIND FLANGE ON BOTTOM
WITH TEMPORARY BLOCKING
(1) 8" SPOOL
(1) PLUG (MJ) WITH 2" TAP & 2" TEMPORARY BLOWOFF
WITH TEMPORARY BLOCKING
UPON COMPLETION OF TESTING,
CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE CROSS, TEMPORARY BLOCKING,
AND TEMPORARY BLOW-OFF ASSEMBLY;
CONNECT TO EXISTING WATER LINE
WITH SLEEVES (MJ) AND DI SPOOLS;
FINAL CONNECTION BY CITY FORCES
8" DI
LENGTH AS NEEDEDWTR - 27 - 4017(E) 12" X 4" STEEL TEE
(E) 12" STEEL CONCRETE-LINED WATER MAIN
(E) 4" STEEL WATER MAIN,
TO BE ABANDONED
(E) STORM DRAIN PIPE
(E) SANITARY SEWER PIPE
(E) 12" STEEL CONCRETE-LINED WATER MAINLAKE YOUNGS WAY SELAKE YOUNGS WAY SE(E) 12" STEEL WATER MAIN,
ABANDONED
(E) 6" STEEL WATER MAIN,
ABANDONED
(E) 12" STEEL WATER MAIN, ABANDONED
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3' MIN. COVER (10" DIAMETER AND UNDER)4' MIN. COVER (12" DIAMETER AND OVER)
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
NEW WATER MAIN POLYPIG
FINISHED GRADE ELEVATION
VERTICAL CROSS FOR POLYPIGGING STATION:
(1) 8" X 8" VERTICAL CROSS (MJ x FL)
(1) BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW-OFF ASSEMBLY
(REMOVE BLOW-OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING POLYPIG)
(1) BLIND FLANGE ON BOTTOM OF CROSS
(1) PLUG (MJ) ON END OF CROSS
WITH TEMPORARY CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN
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1'
4"
2'1'
2"-4" PER MANUFACTURER'SRECOMMENDATION
1'
ASPHALT CONCRETE PAD
2' DIA. X 2" THICK
ROADWAY OR NEAREST CHANNELIZATION36" MIN. COVER1' MIN.
MAIN
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1' MIN.
A FIRE HYDRANT SHALL BE COMPRESSION TYPE SUCH AS CLOW MEDALLION, MUELLER SUPER CENTURION 250, AND AMERICAN
DARLING B-62-B 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 SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT. PUMPER CONNECTION TO FACE
ROADWAY OR AS DIRECTED BY RENTON REGIONAL FIRE AUTHORITY. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT.
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. SEE DETAIL 6, SHEET C502.
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT.
MEGALUG JOINT RESTRAINT OR 2-3/4" CORTEN STEEL TIE RODS FOR DISTANCES OVER ONE PIPE LENGTH.
1/2 CUBIC YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND
SIDES OF GRAVEL.
16" X 8" X 4" MIN. SIZE CONCRETE BLOCK UNDER HYDRANT AND VALVE.
CONCRETE BLOCKING PER DETAILS 1-3, SHEET C502..
3' MIN. RADIUS OF LEVEL GROUND AROUND OUTSIDE OF HYDRANT.
6' X 6' X 6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK.
RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE, PER DETAIL 5, SHEET C502.
4.875" X 5" STORZ ADAPTER.
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VALVE BOX LID WITH EARS
IN DIRECTION OF WATER
MAIN AND CAST WITH
WORD "WATER"
2-PIECE CASE IRON VALVEBOX, RICH-SEATTLE TYPE
OR OLYMPIC FOUNDRY
1/8" MIN. THICKNESS
1" STEEL
LENGTH AS REQUIRED
4 14" DIA.
1/8" MIN. THICKNESS
WHITE POST
SEE DETAIL
INSTALL 8" THICK HMA COLLARFOR VALVES IN PAVED AREAS PER
STD PLAN 106 OR 6" THICK, 3' X 3'
CONCRETE PAD IN UNPAVED AREAS
12" MIN.18" MAX.
VALVE OPERATION NUT EXTENSION NOTES:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS
MORE THAN 3 FEET (3') BELOW FINISHED GRADE.
EXTENSIONS ARE TO BE A MINIMUM OF 1 FOOT (1')
LONG. ONLY ONE EXTENSION TO BE USED PERVALVE.
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 CARSONITEUTILITY MARKER.
VALVE MARKER POST TO BE USED FOR ALL MAIN
LINE VALVES OUTSIDE PAVED AREAS.
SECTION A–A
VALVE OPERATING NUT
EXTENSION
VALVE MARKER POST
2 14" INSIDE MEASUREMENT
2 14" DEPTH
2" SQUARE
OPERATING NUT
12"
OF WATER MAIN
PLAN VIEW
3 34"
38"
24"
62"
3"
MIN.
WIDTH
HYDRANT MARKERS
TWO LANE ROAD OFFSET MARKER
TO INDICATE WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM DOTS OR
PAINTED LINE)
ON SIDE STREETS WHERE THE HYDRANT
IS WITHIN 20' OF A MAIN TRAVELED
STREET, THE MARKER IS TO BE
INSTALLED ON THAT MAIN STREET
FOUR LANE ROAD OFFSET MARKER
TO INDICATE WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
FIVE LANE ROAD OFFSET MARKER
TO INDICATE WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
RAISED PAVMENT MARKER TYPE 88-A STIMSONITE
TWO-WAY BLUE REFLECTIVE
MARKER MARKER MARKER
MARKERMARKER
0.7"
4"
1 NOT TO SCALE
CONNECTION TO WATER MAIN
2 NOT TO SCALE
HYDRANT MARKER LAYOUT
4 NOT TO SCALE
VALVE BOX & OPERATING NUT EXTENSION 5 NOT TO SCALE
POLYPIG STATION
3 NOT TO SCALE
FIRE HYDRANT ASSEMBLY
UPON FINAL CONNECTION OF NEW
WATER MAIN TO EXISTING SYSTEM,
CUT AND CAP EXISTING 4" STEEL
WATER MAIN AND INSTALL
(1) 4" MJ PLUG
(1) 4" CAP
MICHAEL J A MES MIT
CHELLPROF
ESSIONAL ENG IN EE RREGISTEREDSTATE OF WASHIN
G
TONEXP. 11/21/2019
WATER UTILITY
agafour 05/16/2019AS-BUILTAS-BUILT1 BS 06/28 JM
D-401712