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WATER NOTES
1. ALL WORK MA TER/ALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIF/CA TIONS OF THE CITY OF RENTON
UTILITY DEPARTMENT AND THE LA TEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIF/CA TONS, AS APPROVED_ BY
THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION.
2 THE HOURS OF WORK /N THE STREET RIGHT -OF- WA Y SHALL BE LIMITED TO g' 30 AM TO 3.• 30 PM ON WEEKDA YS UNLESS
OTHERWISE APPROVED /N WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635 ALL STREET CLOSURES,
PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS /N ADVANCE. THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS /N ADVANCE.
3 ALL L OCA TIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMA TE AND lT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA 77ONS SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR
UTILITY L OCA TE CALL 48-HOUR L OCA TORS, 1-800- 424-5555.
4. ALL WA TER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LA TEST
REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COA TING SHALL CONFORM TO AWWA C104 OR
LA TEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL
DUCTILE IRON PIPE SHALL BE Pa METHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS.
5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND /N
A CCORDANCE WITH ANSi/A WWA C1I0/A21.10-82. CEMENT LINING SHALL BE A CCORDANCE W TH ANSI/A WWA
C1041A21. 4-85. IF FITTINGS ARE 3" TO 12" IN DIAMETER AND HA VE MECHANICAL JOINTS, THE FITTINGS SHALL BE
IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.0 84. 3" TO 12" DIAMETER
FITTINGS WH/CH HA VE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE /N ACCORDANCE WTH ANSI/AWWA
C110/A21.10.82 OR A COMBINA TION OF ANSI/A WWA C110/A21.10.82 AND ANSI/A WWA C153/A21.5,- 84 SUCH THAT THE
PORTION OF THE FITTING WITH A MECHANICAL k101NT(S) MA Y BE IN ACCORDANCE WITH ANSI/AWWA C1531A210 84 AND
THAT PORITON OF THE RT77NG WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WTH ANSI/AWWA C110/A21.10-82.
ACCEPTANCE TESTING /N ACCORDANCE WTH SECTION 53--5.3 OF ANSI/AWWA C15JIA210 84 OR WITH SECTION 10-4.3
OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC PWTH BRONZE
WEDGING DEVICE AND 0-RING STUFFING BOX. VAL TES SHALL BE DESIGNED FOR A MINIMUM WA TER OPERA TING PRESSURE
OF 200 PSI. GATF VAL VES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M&H. ALL VAL VES 12" IN DIAMETER
OR LARGER, SHALL BE INSTALLED /N A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VAL VE ASSEMBL Y VAUL T
AND 1 " BYPASS /NSTALLA 7ON.
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WTH THE PRESSURE CONFORMING TO AWWA C-504-80 WTH A 6"
INLET AND A M. V 0. OF 5" TWO 2-1/2" HOSE NOZZLES WI TH NA TONAL STANDARD 7" 60 DEGREE V THREADS, 0. D.
THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-3,4" PENTAGON OPERATING NUT OPENING BY TURNING COUNTER-CLOCK{M'SE
(LEFT)
8 ALL WA TER MAIN 10" AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36" BELOW FINISH GRADE. ALL WA TER MAIN
12" AND LARGER SHALL BE A T A MINIMUM OF 48" BEL OW FINISH GRADE. WHERE U17L/TY CONFLICTS OCCUR, WA TER
MAINS ARE TO BE L 0*ERED TO CLEAR.
9. ALL WATER MAINS SV( (6) INCHES /N DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PR/OR
TO DISINFECTION. THE "POL Y PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU FT
DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COA 17NG ON THE REAR OF "PIG" ONL Y. "PIGS" SHALL BE
CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERA 17ON
UNDER THE SUPERVISION OF THE CITY INSPECTION PERSONNEL.
9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING
PRESSURE, IN ACCORDANCE WTH THE SPEC/FICA TIONS OF THE CITY OF RENTON AND THE WASH/NGTON 5TA TE HEAL TH
DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE /N THE PRESENCE OF A REPRESENTA T/ VE OF THE CITY OF
RENTON.
99 ALL WA TER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF 50 PPM (MINIMUM CONCENTRA T/ON)
CHL OR/NE/WA TER SOL UTION DRY CAL C/UM HYPOCHL ORITE SHALL NOT BE PLACED /N THE PIPE AS LAID. CHL OR/NE
SHALL BE METERED/INJECTED /N ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD
SPECIFICATIONS REFERENCED IN 1 ABOVE.
10. A PRE -CONSTRUCTION CONFERENCE /S REQUIRED PRIOR TO ANY CONSTRUCTION. A MIN/MUM OF THREE (3) WORKING
DAYS NOTICE /S REQU/RED FOR SCHEDULING. PRiOR TO SCHEDULING THE PRECON, A PERMIT INFORMA T/ON SHEET MUST
BE SUPPLIED TO THE UTILITY ENGINEERS OFFICE. TNENTY--FOUR HOUR NOTICE WILL BE REWIRED PRIOR TO
STARTING NEW CONSTRUCTION
11. lT SHALL BE THE CONTRACTOR'S RESPONS181t/TY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTON
12. /NSTALLA T/ON OF CORPORATE STOPS, WA TER SERVICES, LINES, AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE
AGREEMENTS, METER APPLICA TTONS, CONSTRUCTION PERMITS, AND PA YMENT OF FEES HA VE BEEN MADE TO THE CITY OF
RENTON.
13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT NET TAPS WHICH MAYBE
MADE BY APPROVED NET TAP CONTRACTORS WITH PRIOR APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS ALL
NECESSARY EXCA VA TION AND MA TERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY
NO77FICA 77ONS.
14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTA TI VE OF THE CITY OF RENTON. lT SHALL BE THE CONTRACTORS
RESPONSIBIL/TY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS /N ADVANCE OF BACKFILLING ALL CONSTRUCTION.
THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BOIL T DRAWINGS.
15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PR/OR TO
FINAL 1TE-IN.
16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS BOLTS, ETC.) SHALL BE MANUFACTURED BY STAR
MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL APPROVED /N WRITING BY THE DEPARTMENT OF PUBLIC WORKS
17. ASPHAL T AND CONCRETE STREET PA VING SHALL BE SAW -CUT TO A MINIMUM DEPTH OF TWO INCHES OIL MAT STREETS
MA Y BE SPADE CUT. ALL SURFACE CONCRETE, PA VEMENT SIDEWALKS, CURB, GUTTER, AND DR/VEWA Y APPROACHES
SHALL BE SAW -CUT TO MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
18. A TEMPORARY COLD M/X ASPHAL T SHALL BE PLACED ON THE DA Y OF INITIAL EXCA VA TTON WTH A PERMANENT SEALED
PA TCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DA Y5: CALL FOR SUBGRADE INSPECTION PRIOR TO
PLACEMENT OF FINAL PA TCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT WRITTEN APPROVAL OF THE
INSPECTOR.
19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 /N UNIMPROVED AREAS
AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC P/PE.
20. MAXIMUM DEFLECTION FOR FULL LENGTH PIPE, PUSH -ON TYPE JOINT 8" DI.P. OR LARGER, SHALL BE 5; OR 19"
PER 18' LENGTH.
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
NA ONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH A STORTZ ADAPTOR, 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. MIN MAX 4"
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. al
CONCRETE BLOCKING
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.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH
ASGREQUIR DULAR S (SEE CDWG BR46 / PAGE TO TB090). VE NUT EXTENSION
RAISED PAVEMENT MARKER TYPE 88 AB
STIMSONITE TWO-WAY BLUE.
.Y,
42" MIN CONCRETE BLOCKING
BURY
CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
I = 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
STEEL TIE ROD'.. SEE STD DETAIL FOR TiE RODS.
16" x 8" x 4" MININUM
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
1 5" STORTZ MIN 3' RADIUS
�6 °� 1
' ONE MAN ROCK
r 1 1 5 5
6 s
� ELLL FIRE HYDRANT ASSEMBLY DETAM
HYDRANT LOCATION IN CUT OR FILL ��� Y o ADOPTED
CRT or mm
snXDM »s
12 96 Add valve nut extension. Reformat to 11"x17' DCV DT FN O Lis'1' DM 12/96
5 1 995 Revised Pum er Port bcV DT
2 15 9 Corrected text & Changed paint color RTM I DTREVISION BY IAPPRI DWG. NAME: BR24 SP PAGE' 8102
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, SHORT NIPPLE PLATE COVER EQUAL TO FOG-TITE METER SEAL CO. NO.2
AFTER INSTALLATION, GROUT UNION METER BOX. FIELD LOCATE.
AROUND PIPE.
2"x2"x2" TEE r_-
2" 90' BEND WITH CLOSE NIPPL
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 PIPES CLOSE NIPPLE
18" LONG ,�� ` 00
12 MIN. s � C M f� - CORPORATION STOP 90 BEND, I.P. THREAD
e ; 6 � TO COPPER, EQUAL TO FORD FB 500.
2" GALVANIZED IRON
PIPE TO FIT
2" CAP WITH 1 /8" HOLE 2" 90' ELBOW - DOUDLE STRAP SERVICE CLAMP WITH
FOR DRAIN. 2" iPS TAP TO FIT, EQUAL TO MUELLER CO.
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:
2"
AIR & VACUUM REL M
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
VALVE ASSEMBLY
AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION
Y
ADOPTED
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
���
o
OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
��
curor
BE INSTALLED.
i=
gs0MIA1110 PLM
F N
`C O
Lff JAIL 12/96
12 96 REFORMAT TO 11"07'
DCV DRT
DWG.
NAME: BR51 SP PAGE: W95
4"x 2 1/2' FIRE DEPARTMENT DOUBLE CONNEC1ON
FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE
ONE EACH SIDE
CAPS. EQUAL TO GRINNEL FIG. 1682 WITH HOSE
PP7`'A` °'ONCRETE VAULT WITH 2 - 3'x 3'
CAPS FIG. 1333.
-EL PLATE COVERS.
JNS 5'-0 x 9'-0 x 7'-2'
4' PIPE FLx FL.
' "
2-DLONG
4" SWING TYPE GRAVITY OPERATED CHECK VALVE,
VAULT CO. 4484-LA OR EQUAL
FL EQUAL TO MUELLER CO. A-2600-6 WITH BALL
THE BY-PASS ASSEMBLY SHALL BE
34"DRIP VALVE AT BOTTOM
INCLUDED AS PART OF THE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY.
- 9-O
INSTALL EPDXY NON -SHRINK GROUT (TYP. )
_
4" PIPE, FLx FL. 3'0" LONG
.'; F` 21"
4" SHORT RADIUS 90' BEND FL
r---7--
4" FL. x P.E. D.I. PIPE WITH"
2'- 10_ '
COLLAR 18' FROM P.E.
3'-4' LONG
:. 4' 90' BEND FL
6`I II
5'-Uo`-
' -
- -�-
-
12" ALL AROUND
I
2'-2"
-°s" ' `-
` "-
DEADMAN BLOCK
_j<._f..
REQUIRED.
CONCRETE BLOCKING
-.:
4"xex4' TEE FL
PLAN
ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL INCLUDE
h ^IT SEATED SHUTOFF VALVES AND TEST COCKS, AND APPROVED
4' GATE VALVE MJ X FL WITH INDICATOR POST
Ur z&6-CONNECTiON CONTROL ASSEMBLIES PER D.S.H.S. LATEST APPROVED UST. INDICATOR POST VALVE SAME SIZE AS DOUBLE
DOUBLE CHECK VALVE ASSEMBLY INCLUDES
TWO RESILIENT SEATED SHUTOFF VALVES. CHECK VALVE (MUELLER CO. OR EQUAL).
4"" FLANGED COUPLING ADAPTER
EQUAL TO ROMAC. 4' DUCTILE IRON CLASS 52 PIPE,
�-
NOTE: CEMENT LINED, LENGTH TO FIT.
3"
36"TO 42'
1. LOCATE VAULT IN PLANTING AREA NOT IN PAVING
`�� = '
2. 4" AND LARGER BENDS AND TEES TO BE CAST
4" PIPE
FL x SCREW
.
?Q
IRON CEMENT LINED
I
I
3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER
VALVES AT THE TIME OF INSTALLATION/ TO CENTER
2'-2'
2'-10"
THE PIPE IN VAULT OPENING. AFTER COMPLETE
INSTALLATION REMOVE THE TEMPORARY SUPPORT
AND INSTALL CONCRETE SUPPORT PAD, OR
7'-2'
1
ADJUSTABLE PIPE SUPPORT. 4" DDCV ASSEMBLY
4. INSTALL GALVANIZED LADDER FOR ACCESS.
5. AFTER FIELD INSTALLATION, MAIN DOC\IA AND 4" STANDPIPE 1►/2 2-1/2" NOZZLE
5_
BY-PASS DCVA MUST BE TESTED SATISFACTORILY
BY A DEPT. OF HEALTH CERTIFIED BACKFLOW CROSS CONNEMON BACKPIOW
E. 2'-11"
4' 90' BEND FL
TO CITY ASSEMBLOF RENTON WATER UTILITY ENGINEERY TESTER. TEST REPORT TO BE ING PROTECTION ASSEMBLY
6' MIN. DRAIN TO..
`: GALVANIZED
STEEL DEPT. PRIOR TO ACTIVATION OF NEW LINE.
( Y ADOPTED
DAYLIGHT OR STORM
:;__.
_��;��,-r_
:�.r �;�
LADDER
6. INSTALL BRASS PLUGS AT ALL TEST COCKS v�%- ��T
�,� or
DRAIN SYSTEM WITH
♦(it
CATCH BASIN OR MANHOLE
BLIP FLM
COMPACTED FOUNDATION GRAVEL
�F N O Lff UM 12/96
END VIEW12
8
REFORMAT TO 11"x17'
DCV
DRT
3 5
IIEDITED TEXT AND DIMENSIONS
I RIN
DCV
AGDATE
DWG. NAME: BRSGA SP PAGE: B098.1
1-1/2" AND 2" WATER SERVICE DETAIL
CAUTION: VALVE BOX SHOULD NOT REST ON PIPE.
LATER COMPACTION IN AREA OF VALVE BOX COULD
CAUSE THE BREAKAGE OF THE SERVICE.
ZI 1=
IN UNIMPROVED RIGHT-OF-WAY
INSTALL METER BOX AT
W W
a. PROPERTY LINE. - a
01 I �
r.
10" MIN.
14" MAX.
g 36" MIN.
LEAVE EXPOSED COVER
-I 12"
MIN
' S4W�- BY PASS NOT NEEDED
FOR IRRIGATION METERS
CRUSHED ROCK BASE
TO SUPPORT VAULT.
MATERIAL
LIST FOR " SERVI METER LOCATED IN P d4TiN STRIP
2" BRASS NIPPLE
1.
- - BETWEEN CURB &SIDEWALK
2" tapped tee.
MATERIAL
1.
UST FOR 1-112-
2' tapped tee
(MIPT x MIPT)
Z.
6" long X 2" brass nipple with threaded ends (MIPT).
2.
6" long X 2" brow nipple with threaded ends (MIPT).
CAST IRON OR
3.
2' double disc gate valve (full opening for tapping) with threaded ends,
3
2" double disc gate valve (full opening for tapping) with threaded ends, square
DUCTILE IRON
CONCRETE BLOCKS
square operating nut, and valve nut extension ff required (dwg BR46/Page 8090).
operating nut, and valve nut extension If required (dwg BR46/papa B090).
WATERMAIN.
4.
Two piece cost Iran valve box. Standard B" top sectlon with regular bogie section,
length to fit. "lug' type cover.
4.
Two piece cast iron valve box. Standard 8 top section with regular base section,
length to fit, "lug" type cover.
FOR SERVICE FROM EXISTING
WATERMAINS INSTALL 2 FORD
5.
2" brow bushing (MIPT x FlPT).
5
2' X 1-1/2' hex braes bushing (MIPT x FlPT).
F202 STYLE SADDEL (IPT)
2 each 2" brass or bronze nipples B' Ianyyth, threaded ends.
2 each 1-1/2 brow or bronze nipples B" length, threaded ends
2 each 2'-90' brass w bronze elbows (FlPT x FlPT).
2 each 1-1/2'-90' brow or bronze alb(FlPT x FlPT).
ALTERNATE CONNECTION DETAIL
6.
7.
2' (MIPT) x compression fittinngg, Ford C84-66 or equal.
2' soft copper tubing type 'K', length to fit
5.
7.
1-1/2' (MIPT) x compression fitting. Ford C154-66 or equal.
1-1/2" soft copper tubing type "K , length to fit.
FOR EXISTING MAINS
6.
2' pack -Joint 90' all, for Ford L44-77 or equal.
6.
1-1/2' pock -Joint 90' all. for Ford L44-77 or equal.
9.
2" Customeetter with by -pow Ford VFH 77-128 x 17-3/16" or equal, with flanged
9.
1-1/2" Customeetter with by-pass Ford VFH 66-12B x 13-3/16" or equal• with flanged
angle valve and padlock wings on inlet• and angle check valve outlet, ball valve an
angle valve and padlock wings on inlet, and angle check valve outlet, boll valve on
bypass with padlock wings Customsetter shall have vertical inlet and outlet.
bypass with padlock wings. Customeatter shall have vertical inlet and outlet
1-1/2" & 2" WATER SERVICE DETAIL.
10.
Rigid meter spreader to be supplied and installed in meter setter by contractor.
10.
Rigid motor spreader to be supplied and Installed in meter setter by contractor.
LOCATED IN PIANTIING STIM
11.
Water motor shall be supplied and installed by City of Renton upon payment of all
11.
Water meter shall be supplied and installed by City of Renton upon payment of all
related water meter fee and satisfactory pressure and purity tests
related water meter fen and satisfactory pressure and purity tests
BETWEEN CURB & SEDKWALK
12.
17"x28" concrete meter box with 3/8" steel diamond -plate cover equal to Fag Tite
12.
17'x28" concrete meter box with 3/8' at" diamond -plate cover equal to Fog Tito
Y ADOPTED
Meter Seal Co. No. 2T. Motor box shall be double stacked.
Meter Seal Co. No. 2T. Meter box sholl be double stacked.
��� - O
\� Clii�
13.
2" coupling (compression x FlPT) with 2" plug (MIPT), Ford C-14-88 or equal.
13.
1-1 2" coupling (compression x FIP with 1-1 2 plug (MIPT), Ford C-1"ll
/ P g ( P T) / " P g ( �.
The Is for
♦ (
The property owner is responsible for any necessary adaptation or extension of
water service.
or equal. property owner responsible any necessary adaptation
or extension of water service.
` „s /
p�/� se. $ii PLM
cc N O lla! DrZIL 1$/96
10/15/06
jAdd valve nut exhendon
DCV
I AC
/se.
I Materiel unto
JWV
I AG
DWG. NAME: BR42 SP PAGE: B107.1
R
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-12 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER 14%24" EQUAL TO MID -STATES
PLASTICS, INC. MSCBC-1324-R WITH 1-5/8" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 1
6" MIN
9" MAX
-- FINISH GRADE
s +^
9.
,.. 21 "
MIN
36" MIN COVER COVER
NEW DUCTILE
IRON
WATERMAIN
e L-LOOP DOWN TO CENTERLINE
OF WATER MAIN TO PROVIDI
SLACK IN COPPER SERVICE
LINE TO METER.
CORPORATION STOP. FORD TAPERED
THREAD (CC). PACK JOINT (3/4"
F1000) 0
F1000)
EXISTING CAST IRON
OR DUCTILE IRON WATERMAIN
22-1 /2'
FOR SERVICE FROM
EXISTING STEEL
ASBESTOS CEMENT OR
PVC WATER MAINS
INSTALL DOUBLE STRAP
SEVICE CLAMP
EQUAL TO MUELLER
Co.
NOTE:
La I
Z
Zi
Z
-� WAY INSTALL METER BOX AT
-' -
PROPERTY LINE.
a'
a'
SIDEWALK
Of
r f
TOUCHREAD WATER
PCITY
METER TO BE
-I12"
MIN
SUPPLIED BY THE
36'
MIN
TYPE "K" SOFT
COVER
- � COPPER TUBING
IF SERVICE LINE TO HOUSE IS
TO BE INSTALLED IN THE FUTURE
INSTALL FORD C14-33 OR 44 FIDT
x COMPRESSION COUPLING
COPPERSETTER FOR 5/8"x3/4" METER: FORD VH72-15W-44-33G,
OR McDONALD BRASS: 21-215WCQQ33, OR MUELLER:
B-1427-3/4
COPPERSETTER FOR 1" METER: FORD VH72-15W-44-44G, OR
McDONALD BRASS: 21-415WCQQ44, OR MUELLER: B-1427-1
BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE ON OUTLET.
ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER.
THE CENTER OF THE HOLE MUST BE AT
LEAST 1" FROM UNDERNEATH RIBS UNLESS
THE RIB SPACING ALLOWS THE NUT TO
TIGHTEN AGAINST THE OPEN SIDE OF MORE
THAN ONE RIB.
3/4" OR 1"
GALVANIZED
PLUG
A- A DRILL 1-5/8" DIA. HOLE FOR
TOUCHREAD DEVICE
L_ - 2-1/2" MIN. FROM NEAREST
r AND FRONT EDGE OF PIT LID
I
11l-
TYPICAL
RIB 7
3/4" A 1" WATER SFM(M
\(Y O ADOPTED
CRT Cr
eldlm1=11 FLM
�F N 1 o� IiM > 12/02
DWG. NAME BR41-TR SP PAGE: B 106
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
- - --- - Date
TEE
CAP
90' BEND 450BEND
FIGURE 1
NOTE- FOR CONVEX VERTICAL BENDS BLOCKING
SEE APWA STANDARD PLAN NO. 73.
CITY OF RENTON STANDARD PLAN NO. B085
HOR/Z. BLOClf/lVG DETAIL
NO SCALE
?,I C Cq
3713 '
FsS/O STE E�G���
NAL
�o o�
14711 NE 29th Place, # 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
ENGINEERING
DESIGN PLANNING
SURVEYING
WATER DETAILS & NOTES
M
O � N Z
M
O
O p
CV
wTR-Iowa jp 11111111111'1�
_CANNED APP
0127031