HomeMy WebLinkAboutW-412309SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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SHACT4LE RODS
„ ... TYPE A 1LOCKING mom.
TYPE B
} + PUBLIC WORKS CONCRETE BLOCKING
OR VERTICAL
FITTINGS
DEPARTMENT
II
+'EUPORARY 2" CALVANIZED PIPE
AND 2" GATE VALVE
.LI'I SHED GRADE ELEVATION
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 Fll MINL COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
NEW WATER MAIN POLYPIG
~I �
VERTICAL CROSS FOR POLYPICCING STATION. -
SIZE 4F VERTICAL CROSS SHALL 13E THE SAME AS SIZE DF MAIN LINE
VERTICAL CROSS (MJ X FL)
Did€ BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW --OFF ASSEMBLY
(REMGVE BLOW -OFF ASSEMBLY AND INSTAL). 2' PLUG AFTER REMD'Mt OF CLEANING "POLY -PIG")
ONE BLIND FLANG€ ON BOTTOM OF CROSS
ON€ PLUG (MJ) DIN END OF CRO55
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL, BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION DF NEW WATER MAIN
REGISTER SHALL BE TOUCH READ PIT Up a" RasT INDICATOF? VALVE PRECAST CONCRETE VAULT WITH 3 - Y7 31 ONE EACH SIDE
(TR-PL) AND BE INTELLIGENT COMMUNICATION HINGED STEEL PLATE COVERS. DIMENSIONS
ENCODER TYPE ICE METERGIENT MUST REAP W tMJXKW) PAINTM FLUE 4" ADAPTER, FL_x SCREWED
5',Syx 11'-2"x 7�-2" E41JeAi TO U3TLITY
} 2-3j4" SHACKLE OCAS PER CITY VAULT OR EQUAL 4"x4 xfi" BULL HEAD TEE. FL-
U. FT, OF RENTON SPECIFICATFONS TOUCH READ PIT LIT) SENSOR
A' G4' RFNo ("u) "- 4" 9O' LIEND CMW) MOUNTED ON STCEL I'LAM ptpg FL x
1NSTALL IN TEST COVER THROUGH IN
CO DER_
4 DRILLED FIOLE IH COVER. FL 2'-D" L
T3 LF 4" D.1 PORT A NIPPLE
.
TEE (M.I.:L) � BRASS NIPPLE WITH
12" THE BY-PASS AS$EMRLY SHALL BE
w GATE VALVk (1T_xMU} 7�,0" A 2" RESILIENT i
o � INCLUDED A�5 PART OF THE DETECTOR
SEATED BRASS GATE DOUBLE CHECK VALVE A55EMBLY 18" FOR 10" ASSEMBLY e
z J LADDER WITH VALVE AND 2" PLUG. 5/8"x3%4" EENSUS SRII (TR/PQ METER 17 1/2" FOR 9" ASSElA9LY
a' FLxMJ ADAPTOR SUPPORT BARS :2 -4" 4" FLaMJ ADAPTOR WITH ICE REGISTER, 14 1/2' FOR 6" ASSEMBLY
* PER Obi ti I - 2
4" a b" D.I. _ _ CIS PRIVATE
TQ BALIXNG PIPING PIPIN4
e
EPDXY NON -SHRINK 1T (Md I, FL)
11
GROW?
• " GATE VALVE EFL W MS1 2'-1rr
4" TEE (M16-1_3 5•_ S••
WELDED STEEL COLLAR CITY PRIVATE
TOUCH READ PIT UD SENSOR MOUNTED ON
STEEL PLATE COVER THROUGH 2" DSA PIPING PIflNG vE4
ID I.ED HOLE IN COVER. LOCATE HOLE FN3"
FROM EDGE OF PIT LID AND RIPS
{� TEE RE0IJIRED VnTH
'SHACKLING TO TEE
!2" ALL AROUND
2 -
6
_
(FL}
CONCRETE r
1,•
.
_ _ -
PRECAST CONCRETE VAUL7 OATH 2 3".3" HINCM STEEL
BLQCKkNG
-
PLATE COVER, OUTSIDE DIMENSIONS a'-13'a7'•-D'•
(EQUAL TO PEPE INC., 0R UTILIZY VAULT WITH
ALL DETECTOR DOU@LE CHECK YALVE
57-71L-8, 2 SxV DIAMOND PLATE DOO)RSI
SENSUS MODEL 52OR RADIO
READ PIT SET SENSOR
B" OR 6" FLx P.E_
ASSEMBLIES SHALL INCLUDE RESILIENT
PLAN
8',�S" Oli 3- GATE VALVE {FL:FL]
MOUNTED ON STEEL RLAT1= TVlU PIECE fin',,; 1-�.•I:.,',..t_,.�
COVER THROUGH 2' OLA. EQUAL TO OLYMPIG FOUNDRY CO-
i:IrE VATii COLLAR 1$`
FROM P_E.
SEATED SHUTOFF VALVES AND TE5T
COCKS AND APPROVED
NON -RISING STEM WITH HAND WHEE
EODAL 1-0 MIJELLER CO_A-231M-6.
➢FULLED HOLE IN COVER STANDARD 8 TOP SECTION, WIT}l
i0"- LONG
CROSS -CONNECTION CONTROL
ASSEMBLIES PER DEPARTMENT OF
REGULAR BASE SECTION LENGTH TO FI
-6`
B'- 3'-S" LONG
HEALTH LATEST APPROVED LIST
B" DR A" (LZxPE) CEMENT LJNED
5"- 4'-D, LONG
DUCTILE IRON PIPE CLASS 52 3'-6"
LONG N+T11 COLLAR 2D" FROM P.E.
DOUBLE CHECK VALVE ASSEMBLY
INCLUDES TWO RESIDENT SEATED
EDUAL TO THOSE SUPPLIED BY PACIFIC
VALVE NUT EXTENSION 1F RE;U!Pr_-
4HS17F7FF VAI VFS
�3•'
WATER WORKS UQ. INC.
(ow013"/PRGE 6o96)
"
10', 8'. OR 6' J:LANGED GDUPLJNG
ADAPTER EQUAL TO ROMAC.
12- AROUND-
1,
Ii
LI
6'.4" OR 3" D"D 1�ao M tFl) J
E4ilAL T9 S£N51JS SRII COMPOUND WITH
TOUCHREAR PITUD I,C.E. REOS7f.R k
WITH 4 WHEEL HIGH RESOLUTION AD,NSTAEpF STEEL
FEET) RE615TER. FOR 3' METER, REDUCE AT PE SUPPCIi1'
METER MTH 4'X3' FL.FL .CONCENTRIC STANQHION BOLTED
REDUCER. Tp FLOOR
GENERAL NOTES:
ALL iAETERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE
NOT SHM OR ENCLUDEO IN THE STANDARC DETAIL DRAWINGS, IF
YOUR PARTICULAR COMBINAIICN IS NOT SHOWN. AN APPROVED
DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT FOR
ITS INSTALLATION,
THE PRINOPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE
LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS,
[WHtCii CLEARANCE SHALL SE A MINIMUM OF 12" FROM THE ENDS AND
THE SIDE CLEARANCE SHOULD BE A$ TYPICALLY SHOYIIN ON THE
VARtOU5 STANDARD DETAILS}.
NOTE: DEADMAN BLDCK SHALL BE DESIGNED AND INSTALLED S❑ IT
REARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT
THE DESIGNED] THRUST-
6 • 4 OR 3 GATE VALVC
(FLxMJ) EOWAL TO
MUELLER CO A-23B0-20_
rO BUII'DING
CITY PRIuvTE
PIPHfG P14xp{C
V6' Oft 4" PExPE CEMENT
1JNE0 OUDTILE IRON PkPE
CLASS 52. LENGTH TO FIT.
5" QR 4' FLEXIBLE FLANOEU
L'UUHLJ'RG AU.Ah'IL41, "UMAU
DR APPIWV♦=D ECIUAL
TOUCH READ PIT LID SENSOR MOUNTED
NOTE:
ON STEEL PLATE COVER THROUGH 2" DIAL.
DRILLED HOLE IN COVER,
I_ LOCATE VAULT IN PLANTING AREA. NOT IN PAVING.
2. 4" AND LARGER BENDS AND TEES TO BE CAST
IRON CEMENT UNEi7,
18" FOR 10' ASSEMBLY 17
1/2 FOR B' ASSEMBLY IS
3 TEMPORARY SUPPORT SHALL BE PROVIDED UNDER
1/2'
1/2' FOR 6" ASSEMBLY
2ALVES AT THE TIME OF INSTALLATION TO CENTER
THE PIPE IN VAULT OPEN NG. AFTER COMPLETE
5r6'x3/4' INVENSYS
INSTALLATTON REMOVE THE TEMPORARY SUPPORT
TR-PL METER WTH T•-2"
AND INSTALL AD.iUSTABLE PIPE SUPPORT.
ICE REGISTER
IhSTAtL GALVANIZED LADDER FOR ACCESS.
6" ViN, DRAIN TO DAYLIGHT OR
STORM DRAIN SYSTEM WITH
AFTER FIELD INSTALLATION, MAIN DDCVA AND
CATCH BASIN 04. MANHOLE
BY-PASS DCVA VUST BE TESTED -SATISFACTORILY
BY A DEPT. OF HEALTH CERTIFIED BACKFLOW
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED
TO CITY OF R£NTON WATER UTILITY ENGINEERING
DEPT. PRIOR TO ACTIVATION OF NEW LINE
COMPACTED FOUNDATION
" INSTALL BRASS A* FLARE TEST COCKS Willi Y." GRAVEL
FLARE CAPS.
4'x 2 1/2' FIRE DEPARTMEt•1T DOUBLE
CONNECTION FOR STAND PIPE WITH
BREAKABLE CAST IRON HOSE CAPS.
ONE EACH SIDE ECIUAL TO GRINNEL
FIG. 1662 WITH HOSE CAPS FIG, 1333_
- 6' SWING TYPE GRAVITY OPERATED
CHECK VALVE. FL, EQUAL TO
MUELLER CO. A-2600-6 WITH BALL
DRIP VALVE AT BOTTOM
INSTALL EPDXY NON -SHRINK
CROUT (T)P.).
5" PIPE. FL x FL. 3.0" LONG
[6'& 8' ASSEMBLY. 6' SFIOF
RADIUS 90' BEND FL
1fl" A-,gFURIY 9{1'
REDUCING BEND FL.
ITO BUIL➢ING
DEADMAN
a BLOCK
REQUIRED.
8".6' FL x MJ ADAPTOR
10' ASSEMBLY 10"00"xa'TEE FL.
8' A55EMBLY B'xB"x5" TEE, FL 6'
A51AMBLY 0'4"4" TEE, FL.
10% B'• OR 6' GATE VALVE, FLx MJ,
WITH INDICATOR POST. INDICATOR
POST VALVE SAME SIZE A$ PQURLE
CHECK VALVE (MUELLER CO. OP
EQUAL). PAINTED RtD.
10`, 8", OR 6" 01tCTILE IRON
CLASS 52 NIPPLE PIPE,
CEMENT uNED, LENGTH TO FIT
PI
x
5" 90' BEND FL.�
GALVANIZED
tf�STER .ADDFP
1 AMWSTADLC STEEL PIPE SUPI'GRT,
STANCHIONS BOLTED TO FLOOR.
STD. PLAN - 330.3 4 STD. PLAN 300.8 „ sm. Pi" - 520.4 6" S" & 1 D" ❑ O U B L E DETECTOR CHECK STD . PLAN - 360.2
t PUBLIC WORKS POLY PIG STATION FOR CLEANING OF * + PUBLIC WORKS 3", 4 & 6' COMPOUND DOMESTIC sI PUBLIC WORKS ASSEMBLY WITH STANDPIPE OUTSIDE
,VARCH 2O10 I]EPARTMENT WATER MAINS -MARCEL 2010 f a. DEPAR'FMENT WATER METER ASSEMBLY MARCH 2010 _ DEPARTMENT MARCH 2010
INSTALLATION
3„MAx.
Z o0
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5"MIN.
TO Cl TY
METER STACKED METER SECTION\_6" MIN. FREE
BOXES DRAININC CRAVI=-
NOTES-.
1, ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA'sj MUST BE LISTED ON LATEST LIST OF 'BACKFLOW PREVENT10r..
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE ❑F WASHINGTON
[DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENT4N PLUMBING PERMI'T FOR THE INSPECTION
OF THE IN5TALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAhNTAIN THE
DCVA ANO ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST RE TESTED BY A STATE CERTIFIER E4CKFLOW ASSEMELY TESTER AFTLR ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S E}CPENSE_ A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING ❑EPT_, ATTN: WATER
UTILITY CROSS —CONNECTION CONTROL SPECIALIST, FAX NO. 425-434-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER VETER_
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-ITS I CIVIL
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
��,I WA
6ABET
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Date:
2022.09.3
418726:3,9:41- zoo'
ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
Z
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
Q
NAVIX CERTIFICATION
Q
W-412309
BY
o
V
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W
�l
Y PUBLIC WORKS 34" TO 2" DOUBLE CHECK VALVE SM. PLAN - 340.8 Z
DEPARTMENT ASSEMBLY FOR IRRIGATION OR O
RESIDENTIAL FIRE SPRINKLER MARC14 2010
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NW
w
SURVEYED: SCALE: DATE:
VERTICAL: NAV1988
Z.NALL HORIZONTAL: NAD D1983/1991 ARCO/M U RRAY 09.26.2022 J
DESIGNED: % CITY OF FIELDBOOK:
2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN TOPGOLF RENTON
® 2 RECORD DRAWINGS NAVIX 06.10.22 JET DRAWN: PAGE:
'� RENTON 780 LOGAN AVENUE NORTH PAGE• O
ONE INCH DATUM (�DRAWING NO:
Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON WA 98057 C-4.8 a
G� J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept.
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY WATER DETAILS SHEET: OF: O
J.TAFLIN 57 82