HomeMy WebLinkAboutW-392503t 10 FT
EXISTING WATER LINE
TESTING DETAIL
EXISTING TEE, DEAD END LINE, CAP OR PLUG
DO NOT DISTURB BLOCKING
NEW WATER LINE
0
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
EXIST. WATER LINE
PUBLIC WORKS
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DEPARTMENT
NEW WATER LINE
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
CONNECTION TO WATFR MAIN
EXISTING TEL OR END LINE CAP
STD. PLAN - 300.5
MARCH 2O10
11-1/4' BEND
f 1
CAP
22-1/2' BEND 45' BEND
TEE
90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SpL FIRM SILT OR COMPACT SAND COMPACT SAND & GRAVEL
FIRM SILTY SAND
90' 45' KENO 11 t /4' 90' 45' BE 11 1 /4' 90 45' BEND 11 1 /4'
FITTING BEND TEE CAP OR PLUG & 22 1/2' BENO TEE CAP OR PLUG At 22 1/2' BE TEE CAP OR PLUG & 22 1/2-
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, HEIGHI OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' —
+RUST BLOCK BE.
REA REFERS TO
ACE OF BLOCK M
iN SOUARE FEET
ILOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12'DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER
2. ALL BLOCKING SHALL BE POURFD IN PLACE AGAINST UNDISTURBED NATIVE GROUND
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN 1 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.
�� CONCRFTE BLOCKING FOR STD. PLAN - 330.2
PUBLIC WORKS HORIZONTAL AND DOWNWARD
`,'�� � DEPARTMENT VERTICAL BENDS MARCH 2O10
NO,
REVISION
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 2-1/2"
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-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. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3'
SIDEWALK THAT 'S ADJACENT TO
CURB
4.H75" x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT FINISH TO MATCH SIDEWALK.
EXPANSION JOINT AT
BACK OF SIDEWALK
2„
'
SIDEWALK
/-CONCRETE
%%%%%%�_ OR PLANTING STRIP
36" MIN
CovER
ONCRETE --"
THRUST BLOCK
16" x 8" x 4" MININUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
T
r— TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER EQUAL TO OLYMPIC FOUNDRY CC
STANDARD 8" TOP SECTION WITH REGULAR BA
SECTION LFNCTH TO FIT VALVE NUT EXTENSION
AS REQUIRED
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE Two -WAY BLUE REFLECTIVE
CONCRETE BLOCKING
�- MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT T INED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
-1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS
6" CONCRETE PAD
ONE MAN ROCK-
1
6 F
LEVEL ALL GROUND
MIN 3' RADIUS
War
6" CONCRETE PAD
FILL
HYDRANT LOCATION IN CUT OR FILL_
PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1_
DEPARTMENT
MARCH 2O10
AS -BUILT" NOTE.
AS -BUILT" 6 BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRAC I oR.
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDI GLI
VERTKi 1- HAVD 19M
HORQONTAL: HAD 1953/1991
CITY OF-
RENTON
Planning/Building/Public Works Dept.
BY.
BY.•
By:
BY.
W=390603
A.-NNNNNNN
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
KOVAL WA EXTENTSION
WATER DEATILS & NOTI-S
132nd AVE SE
DATF:
DATE.
DATE.
DATE
,l
aa�o�5�9
9/9/2016
FlEIDBOOK
PAGE
oRANANs NO:
773
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