HomeMy WebLinkAboutWTR2703131.7SECTION 3, TOWNSHIP 21 N., RANGE 4 E., W.M.
z
z
9
W
I
O
0
LJ
EX. 8" D.I. W.
CUT -IN AND INSTALL:
TEMPORARY 8" CAP(MJ)
TEMPORARY 2" B.O.V. ASSY.
TEMPORARY BLOCK
II
O
��
W :!14,
REMOVE EX. 8" Q.I. W.
�w�
TO NORTH, SEE PLAN
w
TEMPORARY WATER MAIN TERMINATION DETAIL
.
NTS
WATER UTILITY NOTES AND SPECIFICATIONS
W
N
w
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY.
?. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS
AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC
WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET
OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
--
-
CONSTRUCTION.
a�
3. THE HOURS OF WORK IN 'THE STREET RIGHT OF WAY SHALL BE LIMITED
p °
TO 8: 30 AM TO 3: 30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
Z
w c
WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE
O
f-'-
POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
E
3a
HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
U .
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
w
=0-
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
►r
�c
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR
c
=v
UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555.
C
E
5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED
AT THE PRE -CONSTRUCTION MEETING.
rn
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE
m
CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS
n'c�
CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM
-
-- -
TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH --ON OR
MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE
AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA
t�
3
C105/A21.5-93 STANDARDS.
7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED,
PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE
WITH ANSI/AWWA C104/421 /4-90. IF FITTINGS ARE 3 TO 12 INCHES IN
Z
DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN!
O
ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI,/AWWA
C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH
HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN
�1b
ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF
d
ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT
THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH
ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH
FLANGED JOINTS) SHALL BE IN ACCORDAP, C E WITH AWWA C110/A21.10-87.
ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA
SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY
THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
8. GATE VALES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC
WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA, C500)
I N V DESIGNED
L SHALL BE DESG
OR OF RESILIENT SEATED TYPE (AWWA C509 VALVES
OR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES
a
SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
a
Q
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE)
OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO
Q
AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A, MAIN
VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES
WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4
m
INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER
INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD
4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1--1/4 INCH
PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE
(LEFT).
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON
THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND
�ROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH
`SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER T�PHTNESS UNDER TEST
PRESSURES.
z
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER,
4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE
�I
FORGED AND/OR EXTRUDED 6061- T6 ALUMINUM ALLOY, HARDCOAT
ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET
SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO
WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND
SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED,
STAINLESS STEEL, AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT.
PRESERVATIVE PAINT NUMBER 9-655 SAFETY YELLOW OR APPROVED
EQUAL.
EX, 8" D.I. W.
SUFFICIENT DISTANCE TO ALLOW FOR
iED CONNECTION TO EXISTING MAIN, 10't
INSTALL:
)RARY 8" PLUG (IvIJ) W/2" TAP
TEMPORARY 2" B.O.V. ASSY.--�
TEMPORARY BLOCK
REMOVE:
TEMPORARY 8" CAP(MJ)
IEW 8" D.I. W, „
36" MIN. COVER) TEMPORARY 2 B.O.V. ASSY.
>EE PLAN/PROFILE TEMPORARY BLOCK
8"
VERTICAL CROSS
(MJxFL)
2 - 8" BLIND
FLANGES --J
ONE W/2" TAP &
2" PLUG
13'x24' PLASTIC 1dETER BOX EQUAL 10 1JID-STATES PLASTIC.
INC OCT SERI.t:S MSDCr 1324-12 WITH 1.75' THICK DUCTILE
NEW WATER
MAIN `TESTING
DETAIL
PLATE SC8 COVER 14•x24' EQUAL TO MIO-LUDSTATES
IKON PLASTICS,
PLASTICS, INC.IMSCBC-132a_R YATtN 1-5/8- DRu> ED HOLE
FOR TOUCHREAO Ply LID (SEE "]All. A -A) --�
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
NTSI
rl
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON
STANDARD
51DEYl,4LK 6" MIN
n19" MAX
DETAIL FOR FIRE HYDRANTS, LATEST REVISION.N+
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM
,
MIN
MIN
cOVER
COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES
sa• MIN Co4ER
AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE.
WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO
22-1/2'
_.
CLEAR.
NEw DUCTS
IRON
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE
WATERMAIN
CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY
PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL,
2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER
LOOP DOWN TO CENTERLINE
Or wAIEA MAIN TO
COATING ON THE REAR OF "PIG" ONLY.
PRO1ADE 5LACK IN COPPER
SERVICE LINE TO METER.
"PIGS"
17. PIGS SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE
. FOR TAPERED
COR�ORATIDN STOP D
THREAD (CC). PACK JOINT (s/4- F`1004)
END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
(1" FIVOO)
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A
MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN
ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE
WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALT_
BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF
EXISTING CAST IRON
RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT
0" DUCTILE IRON WATERMAIN
EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF
RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN
_
2-1/2'
PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
- ---�-
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE
FOR EbsTn+c ING S E FROM -
sT1:EL
INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER
ASBESTOS CEMENT OR
PVC WATER MANS
SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE
INSTALL DOUBLE STRAP
SEVICf CLAMP
PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE
EQUAL TO MUELLER CO.
WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD
SPECIFICATIONS REFERENCED ABOVE.
NOTE.
THE CENTER OF THE HOLE MUST BE AT
20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY
LEAST 1' FROM LM. ERNEATH RI98 LALESS
CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS
THE
TIGHTEN AAGGANNsi r�-c CPPEN sIOWS THF E of TO
REQUIRED FOR SCHEDULING.
THAN ONE R18.
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO
�•��« u
STARTING NEW CONSTRUCTION.
w/+wns
raw,.l..t
LRAT'
L- I�EVISaON
22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND
METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER
APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN
MADETO THE CITY OF RENTON.
_
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOTA F-6110
OR COMPRESSION TYPE SUCH AS CIOW MEDAUJON; M & H 929
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE AND MUELLER SUPER CENTURION zoo Wnr12 6" 1t8CHANICAL.JOINT
INLET WITH LUGS.
CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED 5-g4' MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS
NA OPAL STANDARD THREADS. 4" PULER CONNECTION CITY OF
WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS SEATTLE THRUM WITH A STORM ADAPTER, 4• SEATTLE THREAD
X 5' STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE.
DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE 1-
1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
41
SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY PEER°CONNECTION To FACE11'ROADWAYAPSSEMBLYQOAt � 2
NOTIFICATIONS. I = HYDRANT EXTENSION TO BE USED IF REQUIRED.
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY
coxcREre BLOCKING
OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF a
@2WA
•
INSTALL:
8t LF 8" D.I.
11-1/4' BEND (MJxFL)
1 - 8" SLEEVE (MJ)
REMOVE:
TEMPORARY 8" PLUG (MJ) W/
TEMPORARY 2" B.O.V. ASSY.
TEMPORARY BLOCK
11
NOTE: INSTALL NEW METER BOX
BEHIND NEW SIDEWALK OR INSTALL
COPPER SERVICE TAILPIECE MINIMUM
12" PAST PROPERTY LINE NEW WATER MAIN CONNECTION DETAIL
NTS
TOUCHRFAD WATER
iIETER TO HE
SUPPLIED OY THE 36" !AN
CITY TWE 'K" SOFT COVER
r- - CCFPFR TU8M, 1
/ IF SERVICE LNE TO HOUSE NS
f TO BE INSTALLED IN THE iIJTtSE
INSTALL FORD C14-33 OR 44 c,DT
x COµPRESSION COUPLING
1`b7PFR=�TyFrZ FOR yrt"x3/4" +aF7L"R: E0.30 VH72-15W-44- 33G,
OR McOONALC 6RAS5 21-215MCQQ33, OR MUELLEW
8-1427-3/4
(('PPFRIAT Rom. FOR t' IMEIER: FC,0 VN72-15W--44-440. OR
McDONALD BRASS: 21-415`01=44, OR MUELLER: 8--1427-1
BDTH INLET AND OUTLET WITH PACK JOINT 101104 GRIPPER.
PAD OCK WINGS ON KEY VALVE SNNO E CHECK VALVE ON (H)TLET.
ALL PACK-JUNT FITTINGS SHALL BE WITH GRIPPER.
)RILL 1-5J8' DIAL HOLE rOR
rOUCHREAD DEVICE
2-1/2' MIN, FROM NEAREST
AND FRONT EDGE Of Pit UR
1
�7
3/4' be I' WATER SERVICE
ADOPTED
CITY of RBNIDN
� sreNnARo P3AM
tar DA7x:12/02
DWG. NAME_ BR41-TR SP PAGE. B106
18" TO 20' BEHIND BACK OF CURB
OR 12' BEHIND BACK OF SLDEWALK
THAT IS ADJACENT TO CURB
TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH
REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED (SEE DOG BR46 / PAGE B090).
RAISED PAVEMENT MARKER TYPE 88 A8
SnMSONITE TWO-WAY BLUE.
42' MIN. CONCRETE BLACKING
BURY
BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE \ \- CAST IRON TEE, WITH 6" FLANGE SIDE OUTLET.
ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 6- GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
8 DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4-
STEEL TIE RODS, SEE STD DETAIL FOR TIE RODS.
26. CONTRACTOR .TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF 16' x 8" x 4' MINIMU
ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. LEVEL ALL GROUND UNNDERR�HYDSA' N'( 1/3 CU. YD. WASHED DRAIN ROCK (3 TO 3/81 �
ION. 3' RAINS FIRE HYDRANT ASSEMBLY
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) LEVEL ALL. GROUND
SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF 1 5. 3TORTz MINI. 3 RAINS
COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS
DEPARTMENT.
ONE MAN ROCK
1
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO AI e(]
MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE sill X g� FIRE HYDRANT ASSEMBLY DETAM
CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS,
AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF ADOPTED
HYDRANT LOCATION IN CUT OR FILL CITY of REMN
TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
MATE
29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THEDAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE
PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR
SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. *
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED
SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE.
SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER
IMPROVED AREAS.
31. ALL NEW WATER MAIN SHALL BE POLYWRAPPED & BONDED FOR
ELECTRICAL CONDUCTIVITY.
T4 STANDARD PLANS
LST DATE: 12/96
DWG. NAME: BR24 SP PAGE: B102
3/4' OR I"
GALVANIZED
P_U:;
O
W-313116
2" OPEN PATTERN, RETURN BEND
2" BEEHIVE STRAINER
2" GALVANIZED IRON PIPE FIELD LOCATE
2" UNION
CUT OPENING AS REQUIRED, 18"
2" CLOSE NIPPLE
SHORT NIPPLE 7 j
1711x28" CONCRETE METER BOX WITH 31/8" STEEL DIAMOND
PLATE COVER EQUAL TO FOG -TITS METER SEAL CO. NO.2
AFTER INSTALLATION, GROUT
2" UNION
METER BOX. FIELD LOCATE.
AROUND PIPE.
/
2"x2"x2" TEE
��-
`��
2" 90° BEND WITH CLOSE NIPPLE
"�•`' "
BETWEEN BEND AND TEE
_____--BRONZE
GATE VALVE, SCREWED EQUAL TO RED -WHITE VALVE CORP.
2" 90° ELBOW
FIG
NO. 280
2" GALVANIZED IRON PIPE TO FIT
2-2" 90' BENDS WITH CLOSE NIPPLE BETWEEN BENDS
2" GALVANIZED IRON PIPE-�
00 0 c goo°
CLOSE NIPPLE
18" LONG 12" N
�-
o oa o 0c : o o
80 a.°
CORPORATION STOP 90' BEND, I.P. THREAD
TO COPPER, EQUAL TO FORD FB SOO.
2" GALVANIZED IRON
PIPE TO FIT
2" CAP WITH 1/8" HOLE
2" 90' ELBOW
DOUDLE STRAP SERVICE CLAMP WITH
FOR DRAIN.
2" 1PS TAP TO FIT, EQUAL TO MUELLER CO.
AIR AND VACUUM VALVE 2" ASSEMBLY - ARCO
NO, 1452C OR EQUAL.
WASHED GRAVEL, PASSING
1-1/2" AND RETAINED ON 1/4" MESH
FOR DRAIN
NOTE:
2" AIR & VACUUM RELEASE
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
VALVE ASSEMBLY
AT HIGHEST POINT OF LINE. IF
HIGH POINT �E41 S IN A LOCATION
WHERE ASSEMBLY CANNOT BE
INSTALLED, PROVIDE -ADDITIONAL DEPTH
ADOPTED
OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
cr<r OF RM710N
CAN BE INSTALLED.
° 4 3TARDAIiD PLANS
IST DAM 12/96
12 6o RSFOW4T TO 11•x17•
GATE R SION
DC CFT
PR'- DWG. NAME:BR51 SP -PAGE: 6095
umumcv rum RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
Date 3-2 7-oar BY
Avow/ Date Of BY
Date BY
WATER MAIN
2" CLOSE
2" 90- ELBOW ---
CONCRETE BLOCKING
TWO PIECE CAST IRON VALVE -
EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8' TOP SECTION, WITH
REGULAR BASE SECTION LENGTH
TO FIT.
2" GATE VALVE, SCREWE
2" GALVANIZEDDDDDD---------������
PIPE 12" LON
2" CLOSE NIPP
BETWEEN CAP OR PLUG
AND 2" 90° ELBOW
INSTALL 4 MIL POLYETHYLEN -
PLASTIC COVER OVER WASHED
GRAVEL. CUT HOLE FOR PIPE
IF ADDITIONAL ADJUSTMENT IS
REQUIRED, INSTALL 2-2" CLOSE
NIPPLE AND 2-2" 90° BEND, SCREWED
AT THIS POINT. FIELD LOCATE
CONCRETE METER BOX
2" CLOSE NIPPLE
2" 90° ELBOW
2" GALVANIZED PIPE AS REQUIRED
PLAN
VALVE NUT EXTENSION AS REQUIRED
(SEE DWG BR46 / PAGE B090)
---I GROUND LINE /- CONCRETE SIDEWALK
�i 6„ MAX.
18" MAX.
10 CU. FT. WASHED GRAVEL PASSING --------/
1-1/2" AND RETAINED ON 1/4" MESH
FOR DRAIN ELEVATION
Iz/ae aaaw ..r.. oat m.o.w.. r�«mates t
[ DATE REVISION
2-1/2" NST (HOSE)
BLOW -OFF HYDRANT EQUAL TO
#78 KUPFERLE FOUNDRY CO
- 2"x2"x2" TEE
2" CLOSE NIPPLE BETWEEN
TEE AND 90' ELBOW.
2' 90" ELBOW
2" GALVANIZED PIPE
18" LONG
PERMANENT 2" BLOW -OFF ASSEMBLY
2" CAP WITH 1/8" (FOR 8" MAINS AND SMALLER)
TAP FOR DRAIN ADOPTED
cm OF RF MN
..
S'TANll1RD PLANS
1ST DAM- 12/96
qiiL4, DWG. NAME: BR25A SP PAGE: B105
DALEY-MORROW-POBLETE, INC.
726 AUBURN WAY N.
AUBURN, WASHINGTON 98002
PHONE: 253-333-2200, FAX: 253-333-2206
13q}'F� ENGINEERING - SURVEYING
S/ NA L �Q LAND PLANNING
incorporated
EXPIRES 9 JAN 2006
.TAMP KOi Ynur_. ..')AT i' ,..,