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�� TEMPGIRARY 2" GALVANIZED PIPE
�+ Er�-+ 4 r
AND 2" GATE VALUE
�O
FINISHED GRADE ELEVATION
co
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
W
3 FT MIN OVER ('0-INCH DIAMETER AND UNDER)
4 FI MIN. COVER (12-INCH DIAMETER AND OVER)
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NEW WATER MAIN POLYFIG '
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WA' 'ER AND SANITARY SEWER DETAILS
PRECAS CONR,TE VAULT WTH 3 - SSONE EACH SIDE /� 4"x 2 1/2" FIRE :DEPARTMENT DOUBLE
HINGED STEE PLATE ,OVERS. O:MENSIONS / CONNECTION FOR STAND PIPE WTH
8'-d" 2 '-2 EOVAL -0 JTILITY a" ADAPTER, FI..x SCREWED \ BREAKABLE CAST IRON :BCSE CAPS.
VAULT OR _DUAL- 4%4"x6" BULL HEAD TEE, FL ONE EACH SIDE EQUAL IC GRINNEL
FG 1682 WITH HOSE CAPS FIG. 1333-
T000H RFAJ PIT LID SENSOR -
MOUNTED ON STEEL PLATE I 6" PIPE FL,x F�. \ -- 6 WING TYPE GRANT OPERATED
COVER IFR UGH 1 8' DIA. 2-0- .ONG ` ((f CHECK VALVE FL EQUAL TO
DRILLE HOE N CCVER. MUELLER CO. A "600-6 W.TH BA'_L
\` DRIP VALVE AT BOTTOM
TPE BY -PASS ASSEMBLY SHA_. BE \ •-r�{ / r— INSTALL LHOXY NON 5HR'.NK
INCLUDED AS PART OF THE DEIECTOR 98" 'OR 1G" ASS=MBLY lI .Ny GROJT (TYP )
DOUBLE CHECK VALVE ASSEM13LY. 17 1FOR FOR 8 ASSEMBLY
}, /
5 8"x3 b` SENSUS SR11 IR L METER I18 1 2" FOR 6 ASSEMBLY \ 3'-0"
(C /P) / / s" PIPE. FL.x FL o o" LQNs
Ctt Pa vArt- --" 11 2 __ r-"" ASSEMBLY 6' SHORT
RADn IUS 890' BENp FL -
a --- —
3._2., 10" ASSEMBLY 90' 8"X6"
rt[ INJ . FD ' REDUCING BEND FL.
r _ SE - -_
/ CAVE VA_V[ (FL . M6E
6° 90' N0 FL _ -
� � 2'
I
TO EO_Ow
a
AROLMD
/ 2 - 6 1fL I BLOCK
CCNCRETF. 1 REQUIRED.
BLOCKING _ - --- "108,6 FL z MJ ADAPTOR
ALL DETECTOR DOUBLE CPECX VALVE
8 OR 6' L.x P.E. A55-MBLIE5 SHALL INCLUDE RESILIENT
554A7ED SHUTOFF VALVES AND TEST PLAN LIO' ASSEMBLY 10'00%8"TEE FL.
PIPE WITH COLLAR 18" 1
FROM P COCKS. AND APPROVED 8" ASSEMBLY 8 .8".6' TEE, R. 6"
CROSS CONNECTION CCNTRCL I ASSEMBLY 6 6 E''IF, FI.
10' N-8 LONG .ASSEMBLIES PER DEPARIMENT OF 1
8" 3-6 tONG HEAI TH LATEST APPRCIED LIST. L10", 8", OR 6" GAT VALVE, F .v MJ,
6" 4'-0" -ONG WTH INDICATOR POST 1NOI1ATOR
DOUBLE CHECK VALVE ASSEMBLY P05- VALVE SAME B" AS DOUBLE
INCLUDES TWO RESE EN SEATED ' CHECK VALVE (MUELLFR CO. OR
SHUTOFF VALVES 5 11 EQUAL).
IQ'. a-. OR 6" FLANGED COUPLING 1
ADAPTER EQUAL TO ROMAG
10". 8". OR 6" DUCTILE -)RCN
CLASS 52 NIPPLE PIPE,
'OJCH READ PIT 'JD SENSOR MOUNTED ---- CEMENT LINED, LENGTH 70 FIT.
ON STEEL PLATE COVER HIROUGH
1-5/8" DIA. DRILLED HOLE IN COVER.
3 36"TO 42'
r 6" PIPE
FL SCREW
1/ FOR l8' ASSEMBLY 17
1 /2" FOR 8 ASSEMBLY 18 2' 6'' 3' 2'
1/2" FOR 6" ASSEMBI..Y _
5/8"x3/4" INVENSYS -- --
TR-PL METER 7-2"
b" MIN DRAIN TO DAYLIGE:.T CR _r
STORM GRAIN SYSTEM WITH 6" 90" BEND CATCH BA51N OR MANHOLE 2 .11
VERTICAL CROSS FOR P01 YPIGGING STATION: LACDER
GALVANL STEEL
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS 512E OF MAIN LINE -:-
VERTICAL CROSS (EL X F'�) - x
ONE B`_IND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY COVPACTEC FOUNDATION I_ ND VIEW
NOTE: 'CRAVE_ ADdUBTABLE STEEL PIPE SUPPCIT,
(REMOVE BLOW -OFF ASSEMBLY AND INSIALL 2" PLUG AFTER REM014AL. OF CLEANING "POLY -PIG") STANCHIONS BOLTED TO FL00R.
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PI_L:G (MJ) ON END OF CROSS 1, LOCATE VAULT IN PLANTING AREA, NOT IN PAVING.
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS Sr.ALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE 2. a" ANC LARGER BENDS AND TEES TO BE CAST IRON CEMENT I-1NED.
DISINFECTION OE NEW WATER VAIN
3 TEMPORARY SUPPORT SHALL BE PROVIDED UNDE4 VAL'✓M.-i Al THE
TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER
- CDMPLET` INSTALLATION REMOVE THE 'EMPORARY SUPPORT AND 10", B" & fi" DDCV ASSEMBLY
WATER MAIN POLYPICGING STATION NSTAL: A3JUSTA3-F PIPE SUPPORT.
VERTICAL CROSS FOR POLYPIGGING 6" STANDPIPE W/4 2-1/2" NOZZLE
a. INSTALL GALVANIZED LADDER FOR ACCESS -
CROSS CONNECTION/BACHFLOW
5. .Af TER FIELD INSTALLATON. IVAN DDCVA AND 8Y-PASS DCVA MUST BE
CITY QP RENTON PROTECTION ASSEMBLY
O� TES
SATISFACTORILY BY A DFPT. OF HEALTH L'ERTIFIEC OACKF_CW
❑� It ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON ADOPTED
STANDARD PLANS WATER UTILITY ENGINEERING OEPT. ?RIOR TO ACINATION OF NEW LINE.
DWG.
uATE:oa/Qa�'
CITY OF RENTON
_31m - STANDARD PLANS
6. INSTAL BRASS PLUGS AT ALL TEST COCKS
I DATE REVISION BY APPR p1 NAME 8114 SP PAGE: B114 I �
i
. DATE REVISION' BY APPR DWG. NAME 8099 SP PAGE B099
FIRE HYDRANT •HAL- BE CREW -TYPE ECUAL TO DV 51'.0 OR
CC vI FESS ON 'PE SUCH -S CLW MEC ALL 'ON; A 6 H 9=9, MUEL'-ER
Sl, ER C' NTURICfJ ",)0. AN WAIEROUS PACER WIT 6" YIECHANICAL
SON INI_T IDtl.H LUGS. 5 1 T" MAIN dALVL Up El TWO 2 1/2'
IT CDNNF.CTONS NATIONAL STANC RC TIPFAD, 4" PUMPLR
CONNEC IICN CITY Ot SEATTLE THREADS WAIN A STORU HCAPTDR,
4.8T5" SEA[ IL- THREAD X 5' STORZ, .ACHE-) Ad IN "/8" STAINLESST L ABLE. 1 1 PAN A CN OPEPAI Jf NU- FIP HICRA',T TO
BE PAIN -ILL) WITH TWC 'OAS OF PAINT ELLY-MOOR PRESERVIATIVE
PAIN IJc 578C 563 'DTM A EY-IC GLOSS, SAFETY YELLOW OR
APPPO EC ECUAL PGVPER CCNNECTIOP TO FACE ROADW - DR AS
DIRECT C RY PEN -ON FRF t'ARTMFI .IRE HYDRANT EXTENSION TO
'J BE ED IF REQUIREC.
-18" -C C" BEHIND BACK OF
CURB OR 12" BEHIND BAC{ OF
SIDtWALIK THAT IS ADJACEN- TO
l CURS
TWO-PIECE C.=.S IRON VALE ECY. I-H LUG TYPE COVER.
EQUAL TO CL-VPIC FOUNDR I CC,,S-ANDARD 8" TOP SEC -,ON
4.875" x 5' STORZ // WITH RECULAP. BASE SECTION LENC-TH TO FIT. VALVE NU-
p ❑ EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B09C')-
MAY,
MIN ^"1 e �- RATS MIN 'AVFVENT w4AP,KER -PPE 88
I f AS II CHIT- TWO-WAY BLUE_
A'
42" MIN CONCRETE BLOCKING
BURY
I°IALl LINE TEE. WITH 6" FLANGE SI-)E OUT'_E1.
/ �❑�6" CA?E VALVE (FL X MJ) AWWA C SC9 RFSITEN? SEAT
/ —6" DUCTILE IROH FIP=_ ASS 52 EMEEIT LII EJL `JUTE TO FT
16" x 8" x h" NAM 2-3/4" COR TBJSTFFI DE RODS SEE 5'D PFT L FOR TIE RODS.
CONCRETE BLOCK:
UNDER HYCI'ANT
1 ARC 'vV SH D )RAI COY (3"TO 3 8") MIN.
1 RCVC B OT FI J F p ...E 8 MIL
J 'FTHT1 NE -ILA FJUND TOP AND SIDES CF
FIRS H'rDRANT-ASSEMBLY'
T 1. --LEVEL 4L_ 5ROUND
MIN 3' RADIUS LEVEL ALL CROLHD
�- IN 3 RADIUS
I..
- 3TPRZ x
it,
CU 1
HYDRANT LOCA701'J IN CUT OR FILL
ONE MAP ROC: —L
T '
FILL
FIRE HYDRANT ASSEMBLY JETATL
Y ADOPTED
CITE OF RENTON
.J.
STANDARD ?1.ANS
LST DATE: 04/o4
a rr DWG. HAVE, B102 SP PAGE: B102
� — PECES-KC
h.ET
-- 1.C. SOCKE- HD
E SCR h 1 Y4' LONG
(BRONZE OR S.S.)
2" RAISE-) PADS
F'BER
PA�CKIN(
5/g ,
2 YB'
B 4o I-1; e7 E
Ye»
SW 1/4 SE TION 181 TWP. 23 N., RGE. 5 E., W.M.
❑— EXISTING WATER LINE
'LAN VIEW
TESTING DETAIL
38 FT
_r O NEW WATER LINE
VERTICAL CROSSNJxFU EDR POLYPIGGING
UNE BLIND FLANGE GN TOP WITH 27AP & 2'PLUG
ONE BLIND FLANGE DIN BOTTOM
ONE (M_) PLUG WITH 2' TAP & 2' TEMPORARY BLUW-0FF
TEN DRARY BLOCK
CUT-IR (BY CITY FORCES)
TEE <FLaFU W/ GONE, BLOCK
3- GATE VALVES (FLxMJ)
2- SOLID Si. EVES 64J) OR RO-MAC COUPLINGS
I- PLUG (MJ) W/2'TAP & TEMP. BLOW -OFF
TEMP, BLOC{
EXISTING WATER LINE
CCHCF
CLASS
2 TIGHT
p ,
❑ i 1 Na" � % ❑.
❑ 12 Ya' ❑ K� i .yam
14"
CAST IRON RING AND CCV-R ❑ ,1 \, PI -E H VAL iAL AS SPEc,H`ED
B" THE ENGINEER
i
ii PLUG TC BE SEALED
7 „------- N SAME MANNER AS
/
MAIN SEWER JOINTS_
'TOTES_
1. B CLEcp D;_S SHALL BE EASL JORDAL IPON WORKS J72.
No 36P GR E TUAL. CLEF d OJT SHALL BE _. WATER TCHI ASSEVI3L"e, 8 OR 6 INCH CLEANOUT
P_ IN UNIWPRC VEG P'S, FOJF _ " THICI -D" SCUARE
CONLRETE, CL S 300D, PAD 1 ,, ,, !C HE RI..G .AND -0„VER.
4. IN ASPHALT PC D �,'I RESTORE APCIEND C_EAHOIdT RFNG AND i1D0P ED
COVER AS FLU LIPLD BY SANDARU DETAI DPA74NG ER36.
CITY OE RENTON
STANDARD IAKs
IST DATE :?COS
DA E RE`,ISICN - Bl' APPR D Ew'G. NAME BO C--"I SP PAGE: 8076.1
EXISTING WATER LINE
'INAL CONNECTION DETAIL
W T
AFTER AL_ TESTING, CLEANING BY POLYPtG, AND DISINFECTION,
REMOVE TEMP, BLACK & BLOW-GFF & CONNECT
WITH SLESVE CMJ) & D. SPOILS
FINAL CONNECTION BY CIT1.Y FARCES
EXISTING WATER LINE
SLOPE AWAY
STATIOI
DISCHI
WATER CONNECTION DETAIL
3 VALVES CUT --IN INSTALLATION
ti Y
V CITY OF RENTON
STANDARD PLANS
yT $ LST DATE:04/04
DWG. NAME: 131 ' 2 SP PAGE: 8112
24"x 24" COMM. CLS, CONCRETE
BLOCK PCUREf) AROUND
CONNECTION TO MAIN
!
4R
NOTE:
DO NOT USE WITHOUT WRITTEN
APPROVAL OF -HE WASTEWATER
UTILITY.
OPTIONS: ❑ D H 15 2 - 9 3 LEV'ET CONTROLS)
❑ D R 15 2- 9 3 LEVEL I CEOL TSROLS)
® NSF R
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
W-342102
6" ON 6" Y BRANCH
LONG 6" 1/8 BEND
STANDARD 6" X MAIN SIZE TEE
SFWFR MAIN
NOTE:
TO RAISE TO GRADE
USE STANDARD 6" SEWER PIP-
SIDE SEWER RISER CONNECTION
TO SEWER MAIN
S'SY p
ADOPTED
(J '�
CITY DP BERTON
•
STANDARD PLANS
_
`
'.r�,••t;�
LST DATE: O4/04
BY APPR'C
DWG. NAM__- B081 SP PAGE: B081
PLC SA�1
of WAsl�
41
.z
I.
� 24661 �
AL
EXPIRES 6 11
FIELD JOINT REQUIRED
FOR MODELS
DH152-129 / DR152-129
UH752-160 / DR152-160
ACCESS WAY VENT
STRAIN RELIEF CORD
CONNECTOR
POWER & ALARM CABLE t
12-6 W/GND
E/DNE EQUALIZER —
ELECTRICAL QUICK DISCONNECT
NEMA 6P (EQD)
INLET, GROMMET
TO ACCEPT 4.50' O.D.
PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
1087mm
DISCH
I j ALARM
31.Sin
800mm
28.Sin ON
z 74mm
:, OFF
401 L T_
20.5in 16.5in
521mm 420mm
DUPLEX
ALTERNATING PANEL
T -260
EXTERNAL VISUAL & AUDIBLE ALARD
EXTERNAL LATCHING MANUAL SILENC
MANUAL RUN
PUMP RUN INDICATORS
CONFORMAL COATED CIRCUIT BOARD
PADLOCK
ALARM DRY CONTACT
NEMA 4X ENCLOSURE ASSEMBLY
CORROSION PROOF THERMOPLASTIC
POLYESTER APPROVED BY UL FOR
ELECTRICAL CONTROL ENCLOSURE
OPTIONS:
j HOUR �
METER I1
ALARM
LIGHT
E�
o SI 3 OPTIONAL HOUR METERS
u p"
wvw
m
�
N �
Io�
•*R o
a'
GROUNDING
GAR
rr - -
- -
-
I I
LEGEND
SERVICE
PUMP 1
PUMP 2
—FROM CORE
1 1 1 1 1 1
J'
1 1 1 1 1 1
J
---SUPPLY CABLE
3 j SILENCE ADDIBLE I
$�
— FALTORY INSTALLED
z L' ALARM
AO
SM 05-02-07 I B N/A
-- --------
PIN FUNCTION
-
2OCCS EXTREME
DR BY
CHK'D DATE I _ ISSLE SCALE
1
MANUAL RUN REP
BROWN
2
L1
BLACK
RED
3
1.2
- WHITE
BLACK
4
GND
GREEN
GRN/YEL
5
6
ALARM_ FEED
ALARM RETURN
_ORANGE
BLUE
YELLOW
BLUE
Cup
E MINK A 2®.4 BEWER 8YSTEMB
DUPLEX T-260 ALTERNATING PANEL_,
240V 60Hz DOUBLE POLE POWER
WIRED LEVEL CONTROL
CONTROL CABLE
S XPE TCCONDUCTOR DIRECT BURIAL. 72AWG, LR28288 L18TED GOOD L M 0 0 0 3 2 9 Pi
OPTIONS:
❑ D H 15 2
LEVEL�CONWIRED
TROLS)
ElD R 15 2 LEVEwI CONE? OLS)
/
GASKETED LID, FRP
DUAL WALL, CORRUGATED
HOPE ACCESSWAY
INTERNAL WELL VENT
2.0" DIA.
DISCHARGE 1 1/4- FPT
(304 S.S.)
a
QUICK DISCONNECT ASSY.
(304 S.S.)
S.S. CAST BALL VALVE
1 1/4" DISCHARGE LINE
(304 S.S.
CHECK VALVE
(NORYL)
r
t�
ANTI -SIPHON VALVE
(NORYL)
a �xl Hf�E TALC
74 gal 58 ga1 FD 1/2" NOMINAL WALL THICKNESS
280 L 220 L
*
150 GALLON CAPACITY
NSf c
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
EACH DIRECTLY DRIVEN BY A 1 HP MOTOR
EM�A�11
���IISIII�SCALE
CONCRETE BALLAST MAY BE REQUIRED
mm
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
MODEL DH152 / DR152
DETAIL SHEET
NA0052P02
CITY OF RENTON
G,HAV L7EPARTMENT OF PUBLIC WORKS
s� WATER AND
m Z
SANITARY SEWER DETAILS
O = DESIGNED MCG
ys MCG DATE 7/15/07 FILE NO.
G fig^ DRAWN
`T/HG ENG�CHECKED AS SCALE AS SHOWN FIELD BOOK PAGE
APPROVED SHEET C v OF 6
DIRECTOR OF PUBLIC WORKS
3
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