HomeMy WebLinkAboutW-401202N
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TESTING DETAIL
- fM FT -
TAMPING TEE (MJxFL)
TAPPING GATE VALVE (FL X.MJ)
TEMPORARY PLUG (IMJ) WITH 2—INCH TAP
AND 2—INCH BLOW —OFF ASSEMBLY
CONCRFTE BLOCKING
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IEW D.I. WATER LINE
~VERTICAL GROSS(LlJxI-L) FOR POLYPIGGING
1—BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
1—BLIND FLANGE ON 9,0TTOM
1—PLUG(MJ) WITH 2"TAP & 2" BLDW—QI=F
TEMPORARY BLOCK
FINAL CCNNECTION DETAIL
ONEW D.1. WATFIR LIFE
AFTER ,ALL CLEANING BY POLYFiG, PRESSURE TESTING
AND D15.INiFEC7I0N, REMOVE TFMPCRAY BLOCK & PLOW —OFF
AND CONNECT TO VALVE WITH D-I. SLEEVL (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCE5
NOTES;
1. TAPPINQ, T E!S SHALL BE MADE OF CAST IRON, DUCTILE IROIN OR
FP0kY—00ATFD STEEL- BOLTS AMID NUTS SHAL 13F OOR—TEN. ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
NO 'SIZE ON SIZE TAPS ON CAST—IRON WATER LINES. TAP SHALL BE AT
LEAST 2" SVALLER DIAMETFR THAN THE EXISTING MAIN.
3. NO WET TAIL ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET —TAPPING OF EXIS"nMG CITY OF RENTON WATER MAINS 'ROLL BE DONE BY
SPEEIR TAP OR SUPFRIOR TAPPING INC,
5, CONTRACTOR SHALL POTHOLE AND VERIFY THE HDRIZDNTAL. AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SMALL START LAYING THE NEW
LIINE AT THE SAME HORIZONTAL AND ARTICAL ALUGNMENT OF THE EXISTNG
STUB.
G. CITY FORCES WILL PERFORV THE FINAL CONNECTION FROM THE WATER LINE
TD THE TAPPING YAI.VE WITH D,1, SLEEVE AND D.J. SPOOL.
C� PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN — 300.1
* ='� DEPARTMENT TAFIPING TEE & VALVE
MARCH 2010
CONNECTION TO WATER MAIN
WITH TAPPING TEE & VALVE (WA1
NOT TO SCALE 206
BASE MAP/TOPOGRAPHY PROVIDED BY
�N� W. �qe OTHERS. DCG CANNOT BE HELD LIABLE
9706 ith Ave300 NE ,:, /I °F DiSi��I l y d FOR ACCURACY. CONTRACTOR SHALL
Suite 300 � ,�e- g
Seattle, WA 98115 Tim y FIELD VERIFY GRADES, UTILITIES AND
eon lein ALL OTHER EX FEATURES &
P: 206.523.0024 f, CONDITIONS. IF CONDITIONS ARE NOT
F: 206.523.1012 0 4701 1 AS SHOWN &/OR PLANS CANNOT BE
www.dcgengr.com Tess/ Gjs 00 CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
FIPZ HYDRANT SHALL BE CORE` -TYPE EQUAL_ TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CL.OW MEDALLION, M & H 929, DUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH -6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MA14 VALVE OPENING. TWO 2-1%2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION GITY DF SEATTLE THREADS WITH A STIORZ ADAPTOR,
4.€375" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/3" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE F'AtNTED WITH TWO COATS OF PAINT. KELLY-MOORE/FRESERVATIVE
PAINT No. 5780-553 DTIV1 ACRYLIC GLOSS, SAFETY YELLOW OR
,APPROVED EOL)AL. PUMPER CONNECTION TO FACE ROADWAY OIL AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION T4
BE USED IF REQUIRED.
MIN. 18" TO 2p" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
�- SIDEWALK THAT IS ADJACENT TO
OUR13
4.s75 x 5" 5TOR7 7WC-PIECE CAST IRON VALVE BOX WITH LUG
5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FGUNiDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD B" TOF SECTION WITH RE.GULA,R BASE
EXPANSION JOINT AT SE0710N LENGTH TO FIT. VALVE NUT EXTENSION
I 1 ETACIC 2' OF SIDEWALK AS REQUIRED.
CONCRETE 51DEWALi� RAISED PAVEMENT MARKER TYKE H-k
IUF2 PLANTING STRIP STIMSO%TE TWO-WAY BLUE REFLECTIVE
6" MIN
COVER
• CON1CF*;ETE BLOCKING
1}'
CONCRETE
THRUST HLOCK s
:.� � MAIN LINE TEE. WITH E3" ELANGE SIDE OUTLET,
h"
'fir'.'• �<
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, GLASS 52 CEMENT LINED, LZOGTtI TO FIT
2-3/4" COR TEN STEEL TIE RODS.
16" x 8" x 4" MININEUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE $FARING 1' ABGVE BOOT FLANGE. PLACE S MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND .SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
0 MIN 3' RADIUS
e
ONE MANS ROCK
1
E3
:TE PAD 16" CONCRETE PAD
�mmm
HYDRANT 1-O AT ON IN CI.JT R FUJ
STD. PLAN — 310.1
van'* PUBLIC WORDS FIFE HYDRANT ASSEM173LY
DEPARTMENT
MARCH 2010
FIRE HYDRANT ASSEMBLY WA2
NOT TO SCALE C06
3 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #3
2 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #2
1 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #1
N0. REVISION
CT
10/17/18
CT
09/18/18
CT
07/26/18
BY
DATE
SURVEYED:
DESIGNED:
CT
DRAWN:
RB/CT
CHECKED:
TG
pp
APPROVED:
TG
RECISTER SHALL RE TOUCH READ FIT LID
(TR—PL) AND BE INTELLIGENT GOIAMUNICATION
ENCODER TYPE (ICE). QETER MLIST READ IN
CU. FT,
4"' 90' BEND (MJ) �
TEE (MJKF-L)
z GATE VALVE (FLxMJ)
J
4" FLxM. ADAPTOR —
4" or E" ❑-I.
FLOW
4" POST INDICATOR VALVE
(WdxMJ) PAINTED BLUE
2-3/4" SHACKLE RODS PER CITY
OF RENTON SPEC171CA70NS
4' 90• REND (MJ)
INSTALL IN TEST
1.3 LF D.I. PORT A 7"x2"
12. BRASS NIPPLE WITH7 —4� A 2" RE51LIENT
SEATED BRASS GATE
4 LADDER W1TW VALVE AND 2" PLUC,
SUPPORT BARS 4" FL MJ ADAPTOR
PER OSHA, ; 2' —4'
:1
1 TO DUdLDIN�,
y
" EPCXY NON —SHRINK
GROUT 2'-4"
4" TEE �MNFL)
YIELDED 5T-EEL COLLAR
CITY RaavarE
TOUCH READ PIT LID SENSOR MDUNFED DN
SUP -RESISTANT STEEL LID THROUGH 2" 01A. PIP1k�Cr RIPIh1G
OPILLED HOLE IN COVED. LOCATE HOLE 2}j" DEADWM4 CLOCK
FROM EDGE OF PIT LID AND RIGS- 4" TEE REQUIRED NTH
(FL) SHACRUNG TO TEE
PRECAST CONCRETE VAULT WITH 2 3"x3' HINGED STEEL
PLATE COVER. OUTSIDE DIMENSION5 4'-6"x7'-0",
(EQUAL TO PIPE INC„ OR UTILITY VAULT ►NTH gENSUS MODEL 520R RADIO
57-7L-9, 2 3'x3 DIAMOND PLATE DOORS) READ PIT SET SENSOR
MOUNTEI] -OH STEEL PLATE Two PIECE CAST IRON VALVE I30x,
5".4" OR 3" GATE HALVE (FL)LfL) COWR THROUGH 2" DIA. EQUAL TO OLYMPIC FOUNDRY CO.
NON —RISING STEM TRUTH FEAND WHEEL DRILLER HOLE IN CQVER StANIDARn B" TOP SECTTDNI WITH
EQUAL TO NVELLER CO.A-2380-6. REGULAR BASE SECTION LENGTH TO FI-
E" OR 4- (F"PE) CEMENT LINED
DUCTILE IRON PIPE GLASS 52 Y-6'
LONG WITH COLLAR 20" FROM P.E.
EQUAL T4 -T IDS,E SUPPLIED BY PACIFIC 3„ 4' VALVE NUT EXTYNSION IF REQUIRED
WATER WORKS CO. INC. (L)WC; EIR46/PAGE 8090)
5"., 4" OR -3" GATE VALVE
x _ y (FL)cUJ) EQk)AL TO
o MUELLER CO. A-2380-20.
In- -nU
rq
�4 1.
I� 70 BUIL01 ; �}
F-ow—
12" AROUND � 4„ ..
' CITY PRIVATE
PAIN PI NN G
6" OR 4" PExPE CEMENT
LINED DUC11LE IRON PIPE
CLASS 52. LENGTH TO FIT.
6%4" CA 3" COMPOUND WATER METER (FL) �
ECUA6L TO SENSUS OMNI C2 METER WITH
T'OUCHREAD PITLID I.C.E_ REGISTER do SENSOR
WITH 4 WHEEL HIG14 RESOLULnO k C100 CUBIC ADJUSTABLE STEEL
6" OR 4" FLEXIBLE FLANGED
FEET) REGkSTER, rQR 3" METER, DEDUCE AT (PIPE SUPPORT
COUPLING IOD,APTGR; HOMAC
METER WTH 4"X3" F'LKrL CONCEN RIC STANCHION BOLTED
OR APPROVED EQUAL.
REDUCER- TO FLOOR
GENERAL NOTES;
ALL METERS AND BACKFLOW PREYEN71ON DEACE COMBINA71ONS ARE
NOT SHOWN DR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF
YOUR PARTICULAR COMIBENAT10N 15 NOT SHOWN, AN APPROVED
DRAWING WILL BE REQUIRED RY THE UTILITY ENGINEERING DEPT- FOR
ITS INSTALLATION,
THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE
LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS,
(WHICH CLEARANCE SHALL 13I; A MINIMUM OF 12" FROM THE EN05 +ANID
THE SIDE MFALRANOE SHOULD BE A$ TYPICALLY SHOVM CN THE
VAREOUS STANDARD IDETAIILS).
NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT
13E'ARS AGAINST SUFFICIFNT UNDISTUR-BED FAIRTH SO AS TO SUPPORT
THE DESIGNED THRUST,
PUBLIC WORKS 3", 4" & 6" CaIVIPOUND 1)(DMF-STIG
�* DEPARTMENT WATER METER ASSEMBLY
7 MARCH 2010
3", 4" & 6" COMPOUND DOMESTIC
WATER METER ASSEMBLY (WA3
NOT TO SCALE CO6
W-401202
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY DEVELOPMENT ENGINEERING
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CALL 811 (2) BUSINESS DAYS Abdoul Gafour 10/25/2018%il L rnair 10/25/2018 z
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983i1991 C TY O F MERRRENTON ILL GARDENS AT RENTON CENTER- ADDITION
R—.de)w 104 BURNETT AVE S, RENTON, WA 98057
ONE INCH DATU V Nksw
AT FULL SCALE Planning/Building/Public Works Dept. CITY DETAILS- WATER
IF NOT ONE INCH
SCALE ACCORDINGLY
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DATE:
10/18/18
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FIELDBOOK:
PAGE:
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