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R WATEEi
MAINS WATER WATER I NSTALLED WITHIN PUBLIC I
MAINS INSTAL ED VWTHIN T L
SHALL E PER SCM#3 STANDARD T
2. ALL CONSTRUCTION MATERIAL
3. CONSTRUCTION LL BE COORDINATED
REPRESENTATIVES L L BE HELD PRIOR
4. THE CONTRACTOR IS RESPONSIBLE E OSTA
QUALITY
CHLORINATED MAINS. T
1.
'. ALL REQUIRED WATER LINE SHALL BE
Y THE SHUTDOWN SHALL NOTIFIED Y THE CO
6. ALL PVC PIPE SHALL HAVE A #12 A I I
AIRE
I T E I I VALVE TO VALVE
GATE VALVE ETAIL.
7. DUCTILE IRON PIPE EE 1I TY KDGES INSTALLED
JOINT.
8. ALL. BACKFILL MATERIAL SHALL BE AT OPTIMUM MESTERE T AND T
. ALL INDIVIDUAL BOXES/VAULTS
OR
E E T. I LI I T F AYA
F) LL L I /
WATER E E /VAULTS IN LANE 5 A AREAS IS PREFERRED. DRIVEWAYS. PLACEMENT
T
1. A MINIMUM OF 1' HORIZONTAL SEPARATION MUST 3E I I
POWER F A R SERVICES AND ELECTRICAL
1 1. ELECTRICAL POWER AND CAS LINES T BE A IiI MUM OF 5 Y FROM FIRE TS.
1Z ALL PROPERTY LINES I T OF Y STALL 3E STAKED PRIOR T°
MAIN INSTALLATION.
13. NO WATER METER BOXES/VAULTS LL BE I. OCAT D
E S) ILL WITHIN I ALE
.
14. FINAL LOCATION OF WATER I SHALL
1. WATER AND SEWER MAIN
A. HORIZONTAL I AND A SEWER MA I N MUST BE A M I NIMUM OF 10 FEET.
VERTICAL B. SEPARATION BETWEEN I I
IF L E T ATTAINABLE MINIMUM 1 INCHES.
C. PLEASE SEE SPECIFIC FOLLOWS:
1. IF THE SEWER MAIN IS MA
CASING NO IS REQUIRED.
DE OF THE SA I E ER QUA LI ATERIAL AS THE WATER MAIN, THEN
": .I. ATER
N TO EXIST. VALVE
8"--/DELHWATER AAIN I - REFER TO
I TI T ILT
.
OF-WAY SHALL BE C900, CLASS 150 PVC PIPE.
BE CLASS 50 DUCTILE IRON PIPE. TRENCH DEPTH
BE I ACCORDANCE MTH SCWD#3 REQUIREMENTS.
I#3. A PRE MEETING MTH TING C
CONSTRUCTION.
1C PRESSURE TESTING AND BACTERIOLOGICAL WATER
kINS SHALL BE PRESSURE IAN
DOORDINATED
TRACTOR IN AD
MAIN
NOTE: REFER TO
LOCATION
FOR NEW
AREA
5+
20' WATER'
EASEMENT
BRADLEY HE
PROJECTS
. ALL CUSTOMERS AFFECTED
VANCE.
TRACER WIRE THE TRACER
AS PER 3 STANDARD
r
ATER,
LE THIS' SHEET
ERVICES IN THIS
. I F THE' SEWER MAIN IS NOT L( 1LR MATERIALS,
I T T I T L I C I CASING T SEPARA CANNOT
1
BE
FEET I I I t o EXTEND
L.
HTS
(7.94' LT.)
E 8 ° D.I.
STA. 3 +45.74
15.31' LT.)
REMOVE EXIST. 'FLUSHER
ASSEMBLY. CONNECT NEW 8" D.I.
WATER MAIN TO; EXIT. 8" D.L, REFER
TO CONNECTION DETAIL THIS SHT.
ATER P LAN
MJ LINE CAP (S SPECIFIED)
TAPPED 2"
2. 2" X 6" BRASS NIPPLE
3. 2" STOP AND WASTE (MEULLER OR FORD)
4. ROAD SURFACE OF FINISH GRADE
5. 2" GALV. PIPE MIN. 6" LONG
6. 2" GALV. 90' ELBOW
7. 2" GALV. PIPE LEN 3TH AS NEEDED
TO BE WITHIN 6 INCHES OF ROAD SURFACE
. " PVC CAP VENTED
. VALVE TOP AND L TH EXTENSION
10. VALVE BOX TOP ANA.) LID
11. (SIZE
RH AS PER MAIN REQUIRED) P
2" TAP
12. 2' PIECE OF MAIN (SIZE AS RE I
13. NEW OR EXISTING MAIN
14. THRUST BLOCK 5" )t 18" X 24"
15. THRUST BLOCK 6" )c 24" X 36"
16. SEE FLUSHER DETAIL THIS SHEET
1.
1" I.P.S. POLYETHYLENE PIPE -200 PSI WITH 12 GA.
INSULATED TRACER WIRE. THE: TRACER WIRE MUST BE
ATTACHED AND OR WRAPPED AROUND THE 1" P.E.
SERVICE LINE AT A MINIMUM OF 2' INTERVALS. IN
ADDITION A DIRECT CONNECTION MUST BE MADE AT
THE SERVICE SADDLE AND AT THE YOKE.
2. 1" NYLON COATED SERVICE SADDLE WITH STAINLESS
STEEL DOUBLE STRAPS.
3. 1" FORD BALLCORP FB 1101 -4 MIP X PE PJ
4. 1" FORD BA91 -344W PJ ANGLE YOKE VALVE WITH
C -86 -44 MIP X PE PJ
5. PVC METER BOX 20" X 24" X 36" (TAPERED)
6. 20" C.I. LID (NON - LOCKING) WITH 4" RISE AND
11" ROUND OPENING LID (SHOWN IN SECTION)
7. FORD Y 504 YOKE
8. 1" FORD 94 -44 PJ ANGLE YOKE COUPLING
9. 7' OF 1" TYPE K COPPER TUI3ING
10. 1-1" FORD CTS X APPROPRIA - E SIZE AND
PIPING MATERIAL COMPRESSION FITTING PJ C44 -44
OR EQUAL
11. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION
OF METER BOX AND METER SET ON THE STUBS ON
MISSION AVE. AND CENTER ROAD
NOTE: NO SPLICES ARE ALLOWED IN SERVICE LINES
BETWEEN THE WATER MAIN AND TIIE WATER
METER BOX/VAULT
NOTE: A 24" MINIMUM DISTANCE B EEN TAPS ON
MAINS MUST BE MAINTAINED FOR PVC AND AC
PIPE TAPS MUST BE OFFSET FROM EACH OTHER
00 I
TYPICAL WATER
EDGERTON COURT
1 +00
0
TOP VIEW
T N V
NO SCALE
0 +00
FLUSHER AS$MBLy RETAIL
STATION
3 +8 .92
3 +91.15
3 +98.92
4 +01.15
4 +22.40
4 +29.20
SERV10E DETAIL
WATER SERVICE
LOCATION TABLE
CONTRACTOR
CRIMP END
OFFSET
FROM ROAD C/L
11.76' LT.
11.57' LT.
10.94' LT.
1 0.75' LT.
9.01 LT.
8.45' LT.
NOTE: MINIMUM DISTANCE FROM THRUST
BLOCK TO PVC ELBOW (ITEM# 6) SHALL
BE 6 INCHES.
NOTE: NOT ALL APPLICATIONS WILL REQUIRE A
SHORT PIECE OF PIPE INTO THE BELL END.
IN SOME APPLICATIONS THE CAP MAY BE
ATTACHED TO THE PLAIN END OF THE PIPE.
NOTE: CONTRACTOR SHALL CONSULT WITH
SCWD #3 FIELD SUPERVISOR BEFORE FLUSHER
INSTALLATION BEGINS.
EXIST. 8 DUCTILE
IRON PIPE
PIPE DIAMETER
BEDDING ZONE
NO SCALE
UNDISTURBED EARTH
STYLE 38 DRESSER COUPE
8" NOMINAL DIA., OR AFT'
EQUAL
NEW 8" DUCTILE IRON PI
NOTE:
CONTRACTOR SHALL COORDINATE COUPLING OPERATIONS WITH WATER
DISTRICT NO. 3 FIELD SUPERVISOR. ANY DEVIATIONS IN CONNECTION
REQUIREMENTS OR MATERIALS MUST BE APPROVED BY THE ENGINEER
AND WATER DISTRICT NO. 3 PRIOR TO CONSTRUCTION
SYSTE CONNECT
cx
w
EL
o w
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ON COURT
10'
ETER,
SEWER MAIN
ROAD CENTERLINE
ATER MAIN
FINISHED SURFACE
NOTE: MECHANICAL TAMPING
REQUIRED AS DIRECTED
BY ENGINEER
COMPACTED BACKFILL SHALL
MEET THE REQUIREMENTS OF
WSDOT STANDARD SPECIFICATIONS
SECTION 7- 10.3(11)
T. ACTUAL SLOPE OF T
SIDES TO BE DETERMINED
CONTRACTOR TO FIT T
F CONSTRUCTION
SAFE. 1'Y REQUIREMENTS
BEDDING T I L FOR DUCTILE
IRON PIPE Y BE SELECT NATIVE
MATERIAL FREE FROM
WOOD WASTE, ORGANIC MATERIAL
AND OTHER
OBJECTIONABLE T I
SHALL HAVE A MAXIMUM
DIMENSION F 2 INCHES
SPOKANE REGIONAL HEAL D
By:
SPOKANE COUNTY A
FACE OF CURB
CALF B EFORE Y�u
DEVELOPER'S APPROVAL
3y: D,
R.0. W.
: R DISTRICT NO. 3
TO COUNTY ENGINEEN
RECEIVED
SPOKANE COATI
:
4.5
FARE DIS ICT NO. APPROVAL
Y. Da -.:
ICI APPROVAL
Date:
WASHINGTON STATE DEPT. OF HEALTH APPROVAL
By Date:
By: Date:
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