HomeMy WebLinkAboutWWP2703421.2N
O
M
z
1
x
W
O
C)
N�
1
z
N
�
W
Q
a
W
rQ-4
W
F_
o
Y
O
o
Z
o w
2'
w
0O
3
F-
b
I
/4V
V
I
CL
L)
Ln
vl
U
�1 co
w Z
O
V 0
z O
P4III z
OZ
DON✓
/^ � �
W O
acq
1ET�
.�A
V
CL
Lr)
IY ^ Z
W
C 3
U
�Z
C
N m
O
a C
j "C
v
d
rn
rn
W °°\
HT
O a0 �
Z z I —
a <J Q
U 9 Q
�z
w�
N
0
O
wl U Z
a z
O
Z
"ZEi
N
w
O U
II
o
w o W
_
T
1;1
Z
a �<
m
U
�
0
�
0
w
�
Y
O
>y
2
V,
N
Z
$
w
U
O
d
Q
IL
WE
Q
Q
W
K
X
4
o)
m
W
Z
J
W
O
i
ZQ
(V
O
4—
J_
Q
r
Z
O
U)
w
Q
U
U
z
La
r
O
Z
TEMPORARY 2" GAIVANIZEC PIPE
AND 2 GATE VALVE
FINISHED GRADE ELEVATION
INSTALL 2" PLUG ON TOP BLIND FLANGE
i .AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER ANC OVER)
I
NEW WATER MAIN POLYPIG I ""I
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP At 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING
'POLY -PIG")
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (mu) ON END OF CROSS
CONCRETE 8LOCIONG
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
Cl- OF P.ENTON
' f
i
STANDARD PLANS
N •( USE DATE: C4/04
DATE
REVISION
RY
APPR
DWG. NAME: R114 SP PAGE: B114
WATER AND SANITARY SEWER DETAILS
PRECAST CONCRETE VAULT WITH 3 - 3'a }•� ONE EACH SIDE
r 4'a 2 1/2' FIRE DEPARTMENT DOUBLE
H WGE; STEEL PLATE COVERS. DIMENSIDNS CONNECTION FOR STAND PIPE WITH
\
5'-8'. 11-2"a 7'-2' EQUAL TO UTILITY 4' ADAPTER. FL.. SCREWED
/� BREAKABLE CAST IRON HOSE CAPS.
VAV.T OR EQUAL 9'a 4'a6' BULL HEAD TEE FL.
ONE EACH SIDE EQUAL 10 GRINNEL
FIG. 1682 WITH I106E CAPS FIG. 1333.
TOUCH B G PIT Lm SENSOR
STEEL PLATE 6' PIPE FIL FL
/ /- 6' SWING TYPE 1. A-T OPERATED
CHECK VALVE, FL.
LONG
COVER THRG�GH t-5/8" DIA. 2'-0" LONG
COVER T D
OHILLED HOLE IN COVER.
OG-6 IT
MUELLER CO. A-2800M WITH BALL
\
DRIP VALVE AT BOTTOM
THE BY-PASS ASSEMBLY SHALL 8E
INCLUDED AS PART OF THE OE TECTOR I8" FOR 10' ASSEMBLY
DOUBLE CHECK VALVE ASSEMBLY. t7 I/2' FOR B" ASSEMBLY
INSTALL EPDXY NON -SHRINK
GROUT (EPDXY
5/B".3/4- SENSUS SRII (TR/PL) METER 18 1 2" FOR 6" ASSEMBLY
/
3'-0' 6' PPE, FL.a FL. }'0' LONG
* vA¢ 1 -
-6 B' ASSEMBLY, 6" SHORT
A�awcl
RADIUS 90' BEND F
I
�-10' ASSEMBLY 90' 8'X6"
rtE Lw " n)
"
_ REDUCING BEND FL.
3 GATE MS) X-22y BEND
FL.
5._ B.•
r-
'E' ALL AROUND
/ 2- 6
i pEADAIaN
1 BLOCK
CONCRETE
REQUIRED.
/
BLOCKING - .' _
ALL DETECTOR DOUBLE CHECK VALVEVOT-f0
ASSEMBLIES SHALL INCLUDE RESILIENT tt
S SH
8 OR b" FL . P.E. 1 PLAN
FL a MJ ADAPTOR
1T
1 /
4'
PIPE VAIH COILA6 t5- SEATED S VALVES AND TEST 11
ASSEMBLY 10".10'.8'TEE FL.
I
COCKS. AND APPROVED
TROM4 PE
B" ASSEMBLY B"K8"x6' TEE, FL. 6"
t
CROSS -CONNECTION CONTROL I
10'- 3'-11" LONG
`
ASSEMBLY 6'a6'.e TEE, FL.
ASSEMBLIES PER DEPARTMENT OF
8'- 3'-6"LONG HEALTH LATEST APPROVED LIST.
L 10', B", OR fi" GATE VALVE, Fl.s MJ,
1
6'- 4•-0' LONG
PATH INDICATOR POST. INDICATOR
DOUBLE CHECK VALVE ASSEMBLY
-' POST LVE SAME SIZE AS DOUBLE
VA
INCLUDES TWO RESILIENT SEATED
CHECK VALVE (MUELLER CO. OR
SHUTOFF VALVES.
1 EQUAL).
10'. 6-. OR 6' FLANGED COUPLING
ADAPTER EQUAL TO ROMAC. 1
L 10'. 8'. OR6" DUCTILE IRON
CLASS 52 NIPPLE PIPE,
TOUCH READ PIT LID SENSOR MOUNTED
CEMENT LINED. LENGTH TO FIT.
ON STEEL PLATE COVER THROUGH
1-5/8- DIA. DRILLED 'TOLE IN COVER,
T-
36'TO
42' 1 I
F FIFE
SCR"W
iB' FOR 10' ASSEMBLY 17 j
t/2' FOR 8" aSSEMEILY 16
1/2' FOR 6' .ASSEMBLY 2'-6' 3' 2" I
5/8'1,3/4' INVENSYS
TR-PL METER T-2'
T-
6" MIN. DRAIN TO DAYLIGHT OR
STORM DRAIN SYSTEM WITH I
2'-I1"
6' SIC- BEND FL.-'
CATCH BASIN OR MANHOLE
GALVANIZED STEEL
.I
I
LAOOER
COMPACTED FOUNDATION E ND VIEW
NOTE: GRAVEL
ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
I. 'LOCATE VAULT W PLANTING AREA, NOT IN PAVING
. 2 4' AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED.
3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE
TIME OF INSTALLATION i0 CENTER THE PRE IN VAULT OPENING. AFTER
COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND
10", 6" & 8" DDCV ASSEMBLY
NSTAL; AGAISTABLE PIPE SUP?ORT.
... INSTALL GALL'ANIZEG LADDER FOR ACCESS.
6" STANDPIPE W 4 2- 2"
/ I/ NOZZLE
CROSS CONNECT'LON/BACKFLOW
5. AFTER FIELD INSTALLATION. MAIN DDCVA AND EY-PASS DcVA MUST B
7ES1ECSATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW
PROTECTION ASSEMBLY
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON
' ' ADOPTED
- WATER UTILITY ENGINECRING DEPT. PRIOR TO ACTIVATION OF NEW LINE.
a CITY OP RFN70N
6. INSTALL BRASS PLUGS AT ALL TEST COCKS
♦I�" STANDARD PLANS
- LIT DATE. 11/04
! I
REVISION_ BY APPR
DWG. NAME: 6099 SP PACE-BO99
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' PAPEP
CONNECTION CIT, 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 NTH TWO COATS OF PAINT. KELLY'-MOORE'PRESERVA TIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS. SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY PENTON FIRE DEPARTMENT. FIRE HYDRANT EITENSION TO
BE USED IF REQUIRED.
18" TO 20" BEHIND B.ACF: OF
CURB OR 12' BEHIND BACK OF
SIDEWALK. THAT IS AOJ.ACEN- TC
CURB
— TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER,
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD B' TOP SECTION
4.8?5" a 5" STORZ WITH REGULAR BASE SECTION LENGTI, TO F'T. VALVE NUT
p ENTEN SIOn AS REQUIREC ((SEE DWl BR46 cA,GE B090).
MAX RAISED PAVEMENT MARKER TY-E 88
MIN N A8 STIMSONITE TWO-WAY BLUE.
42" MIN - CONCRETE BLOCKING
BURY � I
MAI1J LINE TEE. WT- E' FLANGE SIDE OUTLE
-6" GATE /AL`IE ` L >, MI: AWWA 0-509. RESILIENT SEAT
6" DUCTILE RUIN PIPE CLASS 52 CEMENT LINED, LENGTH TO FI-
16" x 8" x 4" MNUM 2-3.'4 COR rE^)STEEL TIE P'105. SEE STD DETAIL FOR TIE RODS.
CONCRETE BLOCK.
UNDER HA)RANT
YARD 'WASHED DRAIN ROCK (3"7C 3;'6") MINI.
•� 1 ABOVE BOOT FLANGE. PLACE 8 MIL
POLL HVLENE FILM APOUND TOO ANC SIDES 0°
GRAVEL_
FIRE H')"DR,_'\NT ASSEMBL'•
I- LEVEL ALL CFO UND
MIN 3- RADIUS LEVEL ALL GROUND
MIN RADIUS
7 4.875" a 5
STORZ
6 s.�
1 ONE MAN ROOF: �
"UT
H`IDRANT LOCATION IN CUT OR FILL
6 1
FILL
FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
CITY OF RENTON
+,�• STANDARD PLANS
N'f O LST DATE:C4:C4
R DWG. NAME_ B1D2 - SP PAGE: 8102
RECESSED
LIFT POCKET
ICI:ET HO
G
PADS
SW 1/4 SECTION 18, TWP. 23 My RGE. 5 E., W.M.
CLASS
V-0"
Y
FIBER JOINT - - WATER TIGHT
PACI.LING PLUG
}B" 45- (1:'B) BEND '
SE,.
Ir • 4•' 1- •,y
CAST IRCIH RING AhD COVEP
PIDE MATERIAL AS SPECIFIED
C � B'• THE ENGINEER
-
( PLUG TO BE SEALED
ir
--,-- IN SµIAL MANNER A.S
' 1,441k, SEINER------------------------
JOINITS.
1, BLLANOU TS SHALL BE EASE JORDA.N IPC#J WORKS, INIC
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A. WATER. TIGHT ASSEMBL,'.
2. IN UNIMPRO',EO AREAS. POUR A 1'-C' THICK, 2'-0' SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND CCVER,
4. IN ASPHALT ROPOWAYS, RESTORE AROUND CLEANOUT RING 'ANC
COVER AS REGLIP.ED BY STANDARD DETAIL DRAIMNG SR36.
i
i
I �
B OR 6 INCH CLEANOUT
ADOPTED
CIT1 OF RENTON
STANDARD PLANS
LST DATE. 03:2005
D'WG. NAME: B076- 1 SP PAGE B076.1
--- EXISTING WATER LINE
-LAN VIEW
TESTING DETAIL
i8 FT
J O NEW WATER uNE \ VERTICAL CROSS(NJxFL) FOR POLYPIGGING
ONE BLIND FLANGE ON TOP WITH 2'TAP L 2'PLUG
ONE BLIND FLANGE ON BOTTOM
ONE (NJ) PLUG WITH 2' TAP 6 2' TEMPORARY BLOW -OFF
TEMPORARY BLOCK
CUT -IN (BY CITY FORCES)
TEE (FLxFU W/ CONE. BLOCK
3- GATE VALVES (FLxMJ)
2- SOLID SLEEVES (MJ) OR RD-MAC COUPLINGS
L- PLUG CNJ) W/2'TAP L TEMP. BLOW -OFF
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONNECTION DETAIL
XISTTNG WATER LINE
AFTER AU- TESTING, CLEANING BY POLING, AND DISINFECTION,
REMOVE TEMP. BLOCK L BLOW -OFF 6 CONNECT
WITH SLEEVE (MJ) B DI. SPOOLS
FINAL CONNECTION BY CITY FORCES
SLOW AWAY
STATUI
DISCH)
WATER CONNECTION DETAIL
3 VALVES CUT -IN INSTALLATION
CTTY OF RBNTON
..
STANDARD PLANS
LST DATE:04/04
DWG, NAME: B112 SP PAGE; 8112
24"x 24" COMM. CLS. CONCRETE I
BLOCK POURED AROUND
CONNECTION TO MAIN
e II 1
` t
.' T
NOTE:
DO NOT USE WITHOUT WRITTEN
APPROVAL OF THE WASTEWATER
UTILITY.
OPTIONS: El D H 15 2— 9 3 LEV(ELRCONTRRO�LS)
❑ LEVELf CEOM(ROL
D R 15 2- 9 3S)
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
O
I�� NSF Sq
CLLVW JI14LLI UKAUL
6" ON 6" Y BRANCH
LONG 6" 1/8 BEND
STANDARD 6" X MAIN SIZE TEE
SEWER MAIN
NOTE:
TO RAISE TO GRADE
USE STANDARD 6" SEWER PIPE
SIDE SEWER RISER CONNECTION
TO SEWER MAIN
ADOPTED
CITY OF RENTON
STANDARD PLANS
N• LST DATE: 04/04
DWG. NAME: B081 SP PAGE: 8081
FIELD JOINT REQUIRED
FOR MODELS
DF1152-129 / DR152-129
a
DHt52-160 / IX2152-160
ACCESS WAY VENT
STRAIN RELIEF CORD
CONNECTOR
POWER & ALARM CABLE
12-6 W/GND
E/ONE 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)
42.8in
1087mm
DISCH
ALARa
31.5in
BOOmm
28.51n ON
724mm
ICES OFF
401 L
20.5in 16.5in
521mm 420mm
SA�R
WAS///
A, .P ` yco
z
� 24661 �
NA L ECG\
EXPIRES 6 11
DUPLEX
ALTERNATING PANEL
T-2b0
EXTERNAL VISUAL & AUDIBLE ALARI
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:
HOUR
METER
LEGEND
FROM CORE
-- SUPPLY CABLE
— FACTORY INSTALLED
ALARM
LMW 1 O
WP] °3 OPTIONAL HOUR METERS
P6 3
wP3
y , o wee
WP1W�.....
YA>T nr v
�p■■/I ..
GROUNDING
BAR
SERVICE
PUMP 1
PUMP 2
J g
111111
$
111111
J Y (y
J SILENCE WI
9
I� o ALARM
'
AD
SM
05-02-07 B WA
OR BY
CHK-D
DATE ISSUE SCALE
PIN
FUNCTION
2000S
EXTREME
1
MANUAL RUN
RED
BROW
2
1
BLACK
RED
3
L2
WHITE
BLACK
4
GND
GREEN
GRN/YEL
5
ALARM FEED
ORANGE
YELLOW
6
ALARM RETURN
_BLUE
BLUE
CONTROL CABLE:
TYPE TC: DIRECT BURIAL. 12AWG.
SIX CONDUCTOR
CEANX
A112.3.4
SEWER SYSTEMS
DUPLEX T-260 ALTERNATING PANEL,
C
❑ N�
240V BRED DOUBLE POLE POWER
WIRED LEVEL CONTROL
L M 0 0 0 3 2 9 P 1
LR=a=ae
LISTED $DeD
OPTIONS
❑ D H 15 2
LEV(ELRCONWIRED
CONTROLS)
ELESS
❑
D R 15 2 LEVELIRCONTROLS)
/
GASKETED LID, FRP
DUAL WALL, CORRUGATED
HDPE ACCESSWAY
INTERNAL WELL VENT
2.0' DIA.
DISCHARGE 1 1/4' FPT
(304 S.S.)
D
QUICK DISCONNECT ASSY.
(304 S.S.)
S.S. CAST BALL VALVE
LL
1 1/4' DISCHARGE LINE
(304 S.S.)
CHECK VALVE
(NORYL
\
t J
ANTI -SIPHON VALVE
(NDRYL) 1
74 BOL 58 Sol HDPE TANK
280 L 220 L 1/2" NOMINAL WALL THICKNESS
150 GALLON CAPACITY
NSF GO
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
AD
CH
0�/ 13/0�JSsuEscALE
EACH DIRECTLY DRIVEN BY A 1 HP MOTOR
DR BY
CIK'D JDATE
BALLAST MAY BE REQUIRED
ImCONCRETE
SEE INSTALLATION INSTRUCTIONS
SEWER SYSTEMS
FOR DETAILS
-
MODEL DH152 / DR152
DETAIL SHEET
NA0052P02
CITY OF RENTON
���� DEPARTMENT OF PUBLIC WORKS WATER AND
C.
m Z
SANITARY SEWER DETAILS
O ? DESIGNED MCG
` DATE 7 15/07 FILE NO.
G Co DRAWN MCG
O ENG�CHECKED AS SCALE AS SHOWN GELD BOOK _ _ PAGE_
APPROVED
DIRECTOR OF PUBLIC WORKS SHEET C OF
(7)
7
n
(s
3
7D
C7
OD
�t
El)
N
I`J
w
x
n
J
7
O
CD
1
I I
N
6
V
L�
4
Co
r�
CD
O
N
N
C
C�
(7)
T
CJ
I
01
t
m
�J
in
'L=
41Y
N
0)
C
N
07
r
CT?
'J
in
O
O
O
CL
N
CND.W-34�IOZ
5.3 4210 2CS1-vq.}