HomeMy WebLinkAboutW-391405T
i
C'j
rr
U)
W
rr
W
n
W
<
III
Cl)
TAPPING TEE (MJxFL)
TAPPING GATE VALVE (FL XM J)
TEMPORARY PLUG (MJ) WITH 2 -INCH TAP
AND 2 -INCH BLOW -OFF ASSEMBLY
CONCRETE BLOCKING
IEW D.I. WATER LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
I -BUND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
I -BLIND FLANGE ON BOTTOM
1-P W G(MJ) WITH 2"TAP & 2" BLOW -OFF
TEMPORARY BLOCK
FINAL CONNECTION DETAIL
NEW D.I. WATER LINE
AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -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 SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT
LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN.
3. NO WET 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.
5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB,
6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM 'ME WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL,
**Q4%
PUBLIC WORDS CONNECTION TO WATER MAIN WITH STD. PLAN — A
DEPARTMENT TAPPING TEE &HALVE
MARCH 2010
±10 FT
EXISTING WATER LINE
TFSTINC DETAIL
EXISTING TEE, DEAD END LINE: CAP OR PLUG
DO NOT DISTURB BLOCKING
NEW WATIER LINE
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"TOP a 2" BLOW—OFF
TEMP. BLOCK
FINAL_ CONNECTION DETAIL
NEIN WATER L[NE
EXIST. 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
y
n PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN — 300'5
DEPARTMENT EXISTING TEE OR END LINE CAP
MARCH 2010
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -511D 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/PRESERVATI VE
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_
3'
'1
O
CONCRETE
THRUST BLOCK
16" x $" x 4" MINIMUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
51X5'x5" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
EXPANSION JOINT AT
BACK OF SIDEWALK
CONCRETE SIDEWALK
OR PLANTING STRIP
36" MIN
COVER
QLL
,,--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
L 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 LINED, LENGTH TO FIT
2-3/4" COR -TEN STEEL TIE RODS.
1/2 YARD OF 1-1/4" WASHED DRAJN ROCK
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL,
FIRE HYDRANT ASSEMBLY
a
ONE MAN ROCK -
i
6
TE PAD �rl
LEVEL ALL GROUND
MIN 3' RADIUS
__z
6" CONCRETE PAD
CUT Fl LL
HYDRANT LOCATION IN CUT OR FILL
4 U�mp
PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN — 910.1
# ♦ DEPARTMENT
MARCH 2010
NOVAdyne
Civil Engineers
Seatde 426-753-1869
Portland 971-295-6441
Dons@novadyne.us
Esta6hshed 1953 Anchorage Seattle Porgand
W-3914-005
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITYlb
..
Abdoul Ga#our 66/66/2017
DEVELOPMENT ENGINEERING rn air 06/08/261ID
SURVEYM: SCALE; -a t
PE'R3NE4 AS NQ1�a HORIZONTAL 'N"A; %99, CITY OF SEATTLE PIPE TRADES EXPANSIONDKS "
+ = Ia oeooK:
2 I+
CpSUBMITTALTQCITYFOLLOWING POSTSCREENREVIEW DKS 017-05-05 DRAWN: pCy� R EN TC}f�`•1 595 Monster Road SUV =AGE:
1
CID SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2417-43-2 CHECKED ONE INCH DATUM UTILITY DETAILS rrnmNC3,4
DKS A7 FULL seA�E Planning/Building/Public Works Dept.
F NOT ONE INCH
NO. REVISION BY DATE APPA /
�,pp�{Ep: SCALE ACCORDINGLY 2 O F 3 SHEEP: 12 aF1 7
Mwj
I
LS7
D
C)
i
r
rr
Fit
0
U)
z
In
x
W
00
W
rr
W
n
n
LUJ
fW
V J