HomeMy WebLinkAboutWWP2703421.3F_
F_
z
I-
o O
O Z
I lii o I:i 3 ri
w
y
V
V
IL '
CL
V w
T�� O
P4 V1 W
0 W ;Z
r—`1 L
V = z
ZNO
F1-D�
F�
W 0r Z
In
0
C
I�
Lj
N
O �
M �
w w In 0
N O UJ
cl a
Q Y
W a O0 3
U
Fi
CL
c
W
J
U
V) I m
a tt C
C
v
a-
rn
m
L'-1 �\
O,M
O m
o--
O Z Z
O_ Q
U � Q
6- z
�o
o
j N
x
x
J
J Z Z
x tn w
U ,I Z o ZU N zo w8w
e a�IN
w
a � In
}w}
w
W
:3
N
(Z7
w
o
Z
3
0
Y
U
0
O
s
a
Q
Q
<
0-
O
W
O
N
0
X
cq
A
N
O
m
O
V)
LLJ
Z
J
LLJ
O
ZQ
04
Z
O
O
z
O
Z
J
�
rn
N
O
M
U
W
Ld
w
O
Q
Q
>
o
w
F-
F-
Ice.
W
W
W
ct
w
U
w
w
w
kIx000
a
z
ul
O
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
FINISHED GRADE ELEVATION
INSTALL 2" PLUG ON TOP BLIND FLANGE
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) AFTER REMOVAL OF POLYNG
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
NEW WATER MAIN POLYPIG
1
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 & 2" TEMPORARY BLOW -OFF
ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG')
ONE SUND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
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
TY
G\
CITY OF RENTON
STANDARD PLANS
LST DATE: 04/O4
_
DWG. NAME: 8114 SP PAGE: B114
I DATE
I REVISION
I BY
APpR p
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" 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/PRESERVATIVE
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.
18'. TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
i EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8' TOP SECTION
4.875 x 5' STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT
o / EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090).
MIN 2"1 RAISED PAVEMENT MARKER TYPE 88
` AS STIMSONITE TWO-WAY BLUE.
42 MIN CONCRETE BLOCKING
BURY
U
\ \ '—MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
`6- GATE VALVE (FL X MJ) AWW.A C-509. RESILIENT SEAT
•_6" DUCTILE IRON PIPE. CLASS 52 CEMENT LINED, LENGTH TO FIT
16" x 8` z 4" lNUM 2-3/4" COR-TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS,
CONCRETE BLOCK
UNDER HYDRANT
-1/2 YARD WASHED DRAIN ROCK (3-TO 3/8") MIN.
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS LEVEL ALL GROUND
/ MIN 3' RADIUS
1 4.875"x5"
O6 1 1 STORZ
ONE MAN ROCK
6
FILL
CUT
HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
CITY OF RENTON
♦ n <4 4
STANDARDPLANS
O LST DATE:04/04
DATE REVISION BY APPR D DWG. NAME: 8102 SP PAGE: 8102
AS -BUILT WATER AND SANITARY SEWER DE I AILS
SW 1/4 SECTION 18, TWP. 23 N., RGE. 5 E., W.M.
PRECAST CONCRETE VAULT WITH 3 - }'x 3'
ONE EACH SIDE 4'x 2 1/2' FIRE DEPARTMENT DOUBLE
HINGED STEEL PLATE COVERS. DIMENSION$
5'-8". 11'-2"x 7'-2" EQUAL TO UTILITY
R_4" ADAPTER. RSCREWED
CONNECTION FOR STAND PIPE WITH
BREAKABLE CAST IRON HOSE CAPS.
VAULT OR EQUAL
4".4'.6" BULL HEAD TEE, FL.
ONE EACH SIDE EQUAL TO GRINNEL
FIG. 1682 PATH HOSE CAPS FIG. 1333.
TOUCH READ PIT LID OR SENS
MOUNTED ON STEEL PLATE
6' PIPE FL.. FL.
6" SWING TYPE GRAVITY OPERATED
COVER THROUGH 1-5/8" DIA.
2'-0" LONG
CHECK VALVE, Fl. EQUAL TO
GRILLED HOLE IN COVER.
MUELLER CO. A-2600-6 WITH BALL
GRIP VALVE AT BOTTOM
THE BY-PASS ASSEMBLY SHALL BE
INCLUDED AS PART OF THE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY.
\
18" FOR 10' ASSEMBLY
17 1/2" FOR B" ASSEMBLY
INSTALL EPDXY NON -SHRINK
OUT (TYP.)
5/8`x3/4. SENSUS SRII (TR/PL) METER
18 1/2; FOR 6" ASSEMBLY
}-D
6" PIPE, FL. FL. SO" LONG
I 'r1i
�I II �v r
yr �p�i��❑ rR���ylriil�/111011�i�11����'
6 & 8 ASSEMBLY. 6 SHORT
RADIUS 90' BEND R.
10" ASSEMBLY 90- 8'%6-
REDUCING BEND R.
10 61ALOINO
DEADMAN
BLOCK
REGUIRE0.
10',8",6"'FL . MJ ADAPTOR
ALL DETECTOR DOUBLE UDECR VALVE
WITH
OR 6' Fl.z P.E. SEATEDASSEMBSHUTOFF
SHALL INCLUDE RESIDENT
PIPE N1TN COLLAR 18- SEATED SHUTOFF VALVES AND TEST PLAN 10" ASSEMBLY 10"x10"x TEE, L.
COCKS AND APPROVED
L.
FROM PE. 6' ASSEMBLY B"x8"xtE TEE FL. 6"
CROSS -CONNECTION CONTROL
-6" LONG ASSEMBLY 6'x6'v6" LEE. R.
ASSEMBLIES PER DEPARTMENT OF
8 3-6` LONG HEALTH LATEST APPROVED LIST. 10'. 8'. OR 6' GATE VALVE, FLxMJ,
6"- 4' 0" LONG PATH INDICATOR POST. INDICATOR
DOUBLE CHECK VALVE ASSEMBLY. POST VALVE SAME SIZE AS DOUBLE
INCLUDES TWO RESILIENT SEATED CHECK VALVE (MUELLER CO. OR
SHUTOFF VALVES EQUAL).
10", 8 OR 6' FLANGED COUPLING
ADAPTER EQUAL TO ROMAC.
CLASS B'. OR 6' DUCTILE IRON
CLASS 52 NIPPLE PIPE.
TOUCH READ PIT LIO SENSOR MOUNTED CEMENT CANED, LENGTH 70 FIT.
ON STEEL PLATE COVER THROUGH
1-5/8' DIA. DRILLED HOLE IN COVER.
3 36"TO 42'
6" PIPE
FL SCREW
18" FOR 10" ASSEMBLY 17
1/2' FOR 8" ASSEMBLY 18
1/2' FOR 6" ASSEMBLY 2'-6" 3• 2.'
5/8".3/4" INVENSYS
TR-PL METER
6' MIN. DRAIN TO DAYLIGHT OR
STOR DRAIN SYSTEM WITH 2•-I".. 6' 90' BEND FL
GTCH BASIN OR MANHOLE
GALVANIZED STEEL
LADDER
COMPACTED FOUNDATION END VIEW
NOTE: GRAVEL AD.A)STABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
1. LOCATE VAULT IN 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 TO CENTER THE .PIPE IN VAULT OPENING. AFTER -
COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND 10", 8" &. 6" DDCY ASSEMBLY
INSTALL ADJUSTABLE PIPE SUPPORT.
4, INSTALL GALVANIZED LADDER FOR ACCESS. 6" STANDPIPE W/4 2-1/2" NOZZLE
5, AFTER FIELD INSTALLATION, MAIN DOCVA AND BY-PASS OCVA MUST BE CROSS C C ONNELION/HACKFLOW
TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED SACKFLOW PROTECTION ASSEMBLY
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON 1 ADOPTED.
WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. CITY OF RENTON
A
6. INSTALL BRASS PLUGS AT ALL TEST COCKS O ! STANDARD PLANS
1. •, V 1S7 DATE: 04/04 -
DATE REVISION BY APPR DWG. NAME: 8099 . SP PAGE.8099
RECESSED
LIFT POCKET
s . 11 11 �
12 Y4"
1 4"
I
1 Y"
I 1
h 12
14" -
CAST IRON RING
NOTES
1. B" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC.
Np. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS. POUR A 1'-O" THICK, 2'-O' SQUARE
CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER.
4. IN ASPHALT ROADWAYS. RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
CLASS 1
2 TIGHT I
8 OR 6 INCH CLEANOUT
p
ADOPTED
CITY OF RENTON
STANDARD PLANS
DWG. NAME:B076-1
1ST DATE: 03/2005
SP PAGE:B076.1
EXISTING WATER LINE
PLAN VIEW
TESTING DETAIL
m8 FT
I� O NEW WATER :LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
ONE BLIND FLANGE ON TOP WITH 2'TAP 6 2'PLUG
ONE BLIND FLANGE ON BOTTOM ONE
(MJ) PLUG WITH 2' TAP 6 2' TEMPORARY BLOW -OFF
TEMPORARY BLOCK
CUT -IN (BY CITY FORCES)
TEE
(FLxFU W/ CONC. BLOCK
3- GATE VALVES (FLxMJ)
2- SOLID SLEEVES (MJ) OR RD-MAC COUPLINGS
I- PLUG <MJ) W/2'TAP 6 TEMP, BLOW -OFF
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONNECTION DETAIL
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION;
- REMOVE TEMP. BLOCK 6 BLOW -OFF 6 CONNECT
WITH SLEEVE (MJ) 6 D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
XISTING WATER LINE
WATER CONNECTION DETAIL
3 VALVES CUT -IN INSTALLATION
Gl O�
CITY OF RENTON
a y
STANDARD PLANS
.TO LST DATE! 04/04
REVISION I BY 16—rIl DWG. NAME: 8112 SP PAGE:6112
PE A MI
ROPE AWAY
STATIO:
DISCHA
OPTIONS: ❑ D H 15 2 - 9 3
LEVEIRDCON ROILS)
❑ D R�� 2 — 9 3
LEVEL'CONTROLS)
R
I
@ NSF co
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
BLLUW SIRELI GRADE
6" ON 6" Y BRANCH
24"x 24" COMM. CLS. CONCRETE I I
BLOCK POURED AROUND I I LONG 6" 1/8 BEND
CONNECTION TO MAIN
I I
1
STANDARD 6" X MAIN SIZE TEE
45 /- SEWER MAIN
NOTE:
DO NOT USE WITHOUT WRITTEN
APPROVAL OF THE WASTEWATER
UTILITY.
NOTE:
TO RAISE TO GRADE
USE STANDARD 6" SEWER PIPE
SIDE SEWER RISER CONNECTION
TO SEWER MAIN
\TY 0 ADOPTED
C17Y OF RENTON
j 1
,�- STANDARD PLANS
N'LO LST DATE: 04/04
GATE REVISION BY APPR DWG. NAME: 8081 _ - SP PAGE' 8081
DUPLEX
ALTERNATING PANEL
T -260
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 �1
ALARM
LIGKT
6 p f KI R OPTIONAL HOUR METERS
J WP3
WP4 p �14
wP1
TWyP2 91Pw y
wm1
wru
Puo n.v
Imill
ORY
CaNAR6
fill
GROUND NO
BAR
LEGEND SERVICE PUMP 1 PUMP 2
FROM CORE 1 1 1 1 I I I 1 1 I I I I I I
-- SUPPLY CABLE -I SEENCE
LA
INSTALLED
Ai
-FACTORY TALLED ALARM
AO 5M 05-02-07 B I N/A
PIN
FUNCTION
2000S
EXTREME
1
MANUAL_RUN
RED
2
_
LI
BLACK
3
L2
WHITE
ABLACK
GND
GREEN
S
ALARM FEED
ORANGE
YELLOW
6
ALARM RETURN
BLUE
BLUE
/
eSHE A112.3.4
CE
I "'I G+ �/.•:r/�.�:
1:11111115,
5 1
X - 60 IL "RNA ING PANEL,
CONTROL CABLE:
240V 6OHz DOUBLE POLE POWER
WIRED LEVEL CONTROL
TYPE TC1 DIRECT BURIAL, 12AWG,
SIX CONDUCTOR LIUS209
I- M 0 0 0 3 2 9 P 1
LISTED 509D
OPTIONS: ❑ D H 0 2 LEVELRCCO CONTROLS)
FIELD JOINT REQUIRED
FOR MODELS
DH152-129/ DR152-129
❑ D R 1 5 2 (WIRELESS
LEVEL CONTROLS)
DH152-160 / DR152-160
ACCESS WAY VENT
GASKETED LID, FRP
STRAIN RELIEF CORD
DUAL WALL, CORRUGATED
CONNECTOR
HDPE ACCESSWAY
POWER & ALARM CABLE
12-6 W/GND
INTERNAL WELL VENT
E/ONE EQUALIZE
2.0" DIA.
ELECTRICAL QUICK DISCONNECT
YDISCHARGE
NEMA 6P (EQD)
INLET, GROMMET
1 1/4' FPT
TO ACCEPT 4.50' O.D.(304
S.S.)
PVC PIPE (STANDARD),
DUST COVER SUPPLIED
ICK DISCONNECT ASSY.
FOR SHIPMENT (NOT
(304 S.S.)
SUITABLE FOR BURIAL)
S.S. CAST BALL VALVE
1 1/4" DISCHARGE LINE
(304 S.S.)
Bin
17mm
CHECK VALVE
SCH
(NORYL)
ALARM
3L5in
rip,
ANTI -SIPHON VALVE
800mm
(NORYL)
28.5in ON
724mm
OFF
1069a1
401 L
20.5in 16.51n
521mm 420mm
74 9W 58 901
HDPE TANK
280 L 220 L
1/2" NOMINAL WALL THICKNESS
150 GALLON CAPACITY
V� NSF CIP
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
AD
CH
07/13/07
A
EACH DIRECTLY DRIVEN BY A 1 HP MOTOR
DR BY
CHK'D
DATE
SSUE
SCALE
CONCRETE BALLAST MAY BE REQUIRED
Is
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
SEWER SYSTEMS
MODEL DH152 / DR152
DETAIL SHEET
NA0052P02
PER AS -BUILT REVISIONS 11-12-2008
24661 � ��
F F�l STE��' ��,
Lss��NA L E��\
1i/1,8)08
S-342104
CITY OF RENTON
DEPARTMENT OF PUBLI W
3
-D
v
3
m
I
00
d-
N
N
w
O)
X
Z
0
J
m
LJ-
W
Of
X
I
N
v
U
0-
0)
LCJ
I�
00
O
N
N
E
N
v
Ql
3
N
W
Z
I
m
Q
I
Co
CT)
N
(n
O
/
00
d-
N
rn
O
O
0
N
/
D_
I.i
o
AS -BUILT WATER AND
m
z
SANITARY SEWER DETAILS
z
m
0
O
2�0
Q.
=
�
DESIGNED MCG
DATE 7/15/07
FILE NO.
O
GAT//�G
�c�•
DRAWN MCC
EN G,N�G�'
CHECKED AS
SCALE AS SHOWN
FIELD BOOK PAGE
W
APPROVED
DIRECTOR OF PUBLIC WORKS
SHEET 6
\.J
m
' f fffppp /�OF