HomeMy WebLinkAboutWTR2703131.9SECTION 3, TOWNSHIP2 N®, RANGE 4 E, W.M.
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CUT -IN AND INSTALL:
TEMPORARY 8" CAP(MJ)
TEMPORARY 2" B.O.V. ASSY.
TEMPORARY BLOCK
REMOVE EX. 8" D.I. W.
TO NORTH, SEE PLAN
�iiffiv♦ ♦ ♦ W
WATER UTILITY NOTES AND SPECIFICATIONS
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY
2. 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.
3, THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED
TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301, THE
POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
4, ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR
UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555.
5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED
AT THE PRE -CONSTRUCTION MEETING.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE
CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS
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
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
AN 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
DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN
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
ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF
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 ACCORDANCE 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/A21.1087 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)
OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED
FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI, GATE VALVES
SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
9, FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE)
OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO
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
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 2-112 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON
THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND
PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH
SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST
PRESSURES.
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
FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT
ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET
STORZ FACE TO BE METAL, NO GASKET TO SCREWS 180 DEGREES APART.
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 43-655 SAFETY YELLOW OR APPROVED
EQUAL.
**Fw- Al -lrt
EX. 8" D.I. W.
SUFFICIENT DISTANCE TO ALLOW FOR
QED CONNECTION TO EXISTING MAIN, 10'±
INSTALL:
)RARY 8" PLUG (MJ) W/2" TAP
TEMPORARY 2" B.O.V. ASSY.
TEMPORARY BLOCK
8" VERTICAL
2 - 8"
ONE W/2" TAP & 2" PLUG
NEW WATER MAIN TESTING DETAIL
13, PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD
DETAIL FOR FIRE HYDRANTS, LATEST REVISION. - F"$'GRADE
15, ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM
COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES
AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. n
WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO ' �
f,
CLEAR. . NEW � �rLE �`1'
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 iA
r` LOQP D,OV TO EN�RUNF
2 LB/CU. FT, DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER
PR WATER A' T
�` PRO:4IaIE STACK IN <OF-I=1;R
COATING ON THE REAR OF "PIG" ONLY.
SERE LNE 10 METM
i
17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE
1 v £4RP?DRATION 3TOP. FORD TAPEr.tO
IaI? KI IC I. P!11_K ,"N? I,1{4F1I1DD)
END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
fig„ F""'
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 SHALL
BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF
�isTlt.1 4
RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT
I=^.IR:f
EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF-°
RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11), THE LOSS IN
PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
,;, 1 ='
- I
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE
FOR S ^: ACE FROM
I >ngrc STEED
Ii
INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER
A,SEIETG £ CEMENT OR
I WA -ER MANS
SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE
TAL
SEVK1a LAf'F� �'
::cYK.� �A�
PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE!AL
T ' v "`
WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD
SPECIFICATIONS REFERENCED ABOVE.
N iTE:
'ME CENTFlt OF 'HE H(XE MUST BE AT
20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY
LEST t FR01A tIN ERNEA Ri UNLESS
CONSTRUCTION. A MINIMUM OF FIVE 5 WORKING DAYS NOTICE IS
( )N
' RIB SPACING ALUDY6 TFiv NOT TO
IIAGAINST , C. EIN SIDE � CRE
FOR SCHEDULING.
-HAREQUIRED
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO
ash ffiax fixazftA
STARTING NEW CONSTRUCTION.
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
MADE TO THE CITY OF RENTON.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE
CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED
WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS
DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE
SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY
NOTIFICATIONS.
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY
OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF
BACKFILHNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE
ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF
ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
27, ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.)
SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF
COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS
DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE
CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS,
AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF
TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
29, A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE
DAY 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.
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929
AND MUELLER SUPER CENTURION 200 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 STORTZ ADAPTER, 4" SEATTLE THREAD
X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE.
1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL.
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
CONCRETE BLOCKING
REMOVE:
SEW 8" D.I. W TEMPORARY 8" CAP(MJ)
36" MIN. COVER) TEMPORARY 2" B.O.V. ASSY.
-)EE PLAN/PROFILE TEMPORARY BLOCK
x24" PLA`-UC MCIFIR NOX EQUAI 10 MID TA E5 PLAS71C.
!^,t SC,7 SE'' ' . MSOCr '32=i f olTFi 7 5' 'I110N CVCBLE
SR0N Cok"ChD PLATE COVER 14x,:4" EXiAL TO WO AIES
PLASTICS, IN'.. MSC.,O 1 ,2A- R WiTt- i - {` I HDIL.E
r:3R 'I,'UCHRFA0 P1. LID ;SEE faL-VAR A -A) ---.--
s �1
f} �
L;
SIDEWALk ,15 MW
MIN
COVER
REMOVE:
TEMPORARY 8" PLUG (MJ) W/2" TAP
INSTALL: \_TE
RARY 2" B.O.V. ASSY.
8± LF 8" D.I. RARY BLOCK
11-1/4° BEND (MJxFL)
1 - 8" SLEEVE (MJ)
NOTE: INSTALL NEW METER BOX
BEHIND NEW SIDEWALK OR INSTALL
COPPER
PAST PROPERTYI
TAILPIECE MINIMUM
1 NEW WATER MAIN CONNECTION DETAIL
T
T Y P} t wAr R 1
"L 36" AN
° COVER
Tir F "K` SOFT
-OF
;7_
IF SER1 4CE UNE TO HCAJS} sT f �-'3/4 - OR i"
T;) ICE IN sTA€ I.€.iB N 1,4E F jiuru f ! A,°. ANIZE`D
R54ALL FC'* C14-34 OR 44 �'DT1' s _.;
x 0 I C N c� 1_ IN313
sCg?'�Fxi FiEt'2 R f �x3 4 ;TIRD vH 2
UN M•O.ONAI BRASS- 2146. OR §aI
P .42. --3/4
OiIPERT ER �1t 1 sL vH72_15W-�
McD"Nh.I,D BRAS4'..)W- C4 OR VUELLET,,'
BOT4 m E ;
-
PAD,,-'C ,
ALLxs .
tali €A f E',4, 1_7
2- 64 NEAREST
AND FFL , t" OF PIT
3/,4 w & WATtir
t 0ED
t iP` Oil' i OF vw
STA"AW PIANO
4 F: BR41-TR SP OAGE: R106
�-18" TO 20" BEHIND BACK OF CURB
OR 12" BEHIND BACK OF SIDEWALK
THAT IS ADJACENT TO CURB
\y TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
®o EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8 TOP SECTION WITH
® ! REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED (SEE DWG BR46 / PAGE B090).
MAX.
MIN. 2� ! RAISED PAVEMENT MARKER TYPE 88 A8
STIMSONITE TWO-WAY BLUE.
42" MIN. CONCRETE BLOCKING
BURY
C_ CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
%w
� 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
\ STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
16" x 8" x 4" MLNIMUMJ \
CONCRETE BLOCK
LEVEL ALL GROUND UNDER HYDRANT '---1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8")
MIN, 3' RADIUS FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
5" STORTZ MIN. 3' RADIUS
1
ONE MAN ROCK
6�
CUT FILL FIRE HYDRANT ASSEMBLY DETAIL
HYDRANT LOCATION IN CUT OR FILL ADOPTED
CITY OF RENTON
STANDARD PLANS
12/96 Add valve not extension. Reformat to U x17' DCV DT LST DATE: 12/96
5/18/995 Revised Pum er Port DCV DT
12/15/9 Corrected text & Changed paint color RTM IT
DATE REVISION BY APPR DWG. NAME: BR24 SP PAGE: B102
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date 3 -Z 7-0�
Date 3
Date
BY
BY
2" BEEHIVE STRAINER 2" OPEN PATTERN, RETURN BEND
2" GALVANIZED IRON PIPE FIELD LOCATE
2" UNION
2" CLOSE NIPPLE 17"x28" CONCRETE METER BOX WITH 3/8" STEEL DIAMOND
CUT OPENING AS REQUIRED, 18" SHORT NIPPLE 7 PLATE COVER EQUAL TO FOG-TITE METER SEAL CO. NO.2
AFTER INSTALLATION, GROUT 2" UNION /I METER BOX. FIELD LOCATE.
AROUND PIPE.
2"x2"x2" TEE +:
2" 90° BEND WITH CLOSE NIPPLE�� �' • "�• '� "'
BETWEEN BEND AND TEE ! r BRONZE GATE VALVE, SCREWED EQUAL TO RED -WHITE VALVE CORP.
2" 90° ELBOW FIG NO, 280
2" GALVANIZED IRON PIPE TO FIT /, 0 2-2" 90° BENDS WITH CLOSE NIPPLE BETWEEN BENDS
61
2" GALVANIZED IRON PIPE -�-�c® o aq°�o 0 0 0 ®° CLOSE NIPPLE
18" LONG 12' MIN. o 0 -' ®o ® .- 00
® �� � CORPORATION STOP 90" BEND, I.P. THREAD
00 0 o o $ ? o,oa TO COPPER, EQUAL TO FORD FB 500.
2" GALVANIZED IRON
PIPE TO FIT
2" CAP WITH 1/8" HOLE 2" 90° ELBOW
FOR DRAIN.
AIR AND VACUUM VALVE 2" ASSEMBLY - APCO
NO. 1452C OR EQUAL.
WASHED GRAVEL, PASSING
1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN
NOTE:
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
CAN BE INSTALLED.
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.
1111111111111
2" GATE VALVE, SCREWED
2" GALVANIZED- \\
PIPE 12" LONG
2" CLOSE NIPPL
BETWEEN CAP OR PLUG
AND 2" 90° ELBOW
INSTALL 4 MIL POLYETHYLENE -
PLASTIC COVER OVER WASHED
GRAVEL. CUT HOLE FOR PIPE
DOUDLE STRAP SERVICE CLAMP WITH
2" IPS TAP TO FIT, EQUAL TO MUELLER CO.
2" AIR & VACUUM RELEASE
VALVE ASSEMBLY
Y ADOPTED
CITY OF RENTON
2 STANDARD PLANS
LST DATE:12/96
DWG, NAME: BR51 SP PAGE: B095
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
3" MAX.
18" MAX.
10 CU. FT. WASHED GRAVEL PASSING
1-1/2" AND RETAINED ON 1/4" MESH
FOR DRAIN ELEVATION
� I
I DATE I REVISIO_N.
a�o,����F 132&j�
/ONA L
EXPIRES 9 JAN 2006
i
'--',MP NOT VALID UNLESS SIGNED & DATED
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
C17 OF RENTON
STANDARD PLANS
_ IST DATE:12/96
BY APPR' DWG. NAME: BR25A SP PAGE: B105
BY A&W
DALEY-MORROW-POBLETE, INC.
T26 AUBURN WAY N-
AUBURN, WASHINGTON 98002
PHONE: 253333-2200, FAX: 253-333-22U6
incorporate
CANNED OCT 0 8