HomeMy WebLinkAboutWTR2703475.3IVW J.14, IVW 114, SEC,
TWP. 23 X RGE, 5 E. W.M.
WA TER NOTES
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c^1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
W SPECIFICA TIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LA TEST EDITION OF
a o THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, 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 IN THE STREET RIGHT- Of WA Y SHALL BE LIMI TED TO 8. 30 AM TO
3. 30 PM ON WEEKDA Y5 UNLESS 0 THERWSE APPRO VED IN WRI TING B Y THE DEPAR TMEN T OF
^ PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE DEPAR 7MENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE
►.a DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE
CQC; 3. ALL LOCATIONS OF EXIS77NG UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
l� CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCH PONS SO AS TO
A VOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCH TE CALL 48-HOUR LOCA TORS,
�� q 1-800-424-5555.
4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA
C110 AND C111 OR LATEST REVISION, 7HICKNESS CLASS 52. CEMENT MOR TAR LINING AND
►� SEAL COA TING SHALL CONFORM TO A WWA C104 OR LA TEST REVISION. PIPE JOINTS TO BE
[1 PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL
BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS,
5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS
0 NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING
k SHALL BE ACCORDANCE WITH ANSI/AWWA C104/A21. 4-85. IF FITTINGS ARE 3" TO 12" IN
DIAMETER AND HA VE MECHANICAL JOINTS, THE F-177INGS SHALL BE IN ACCORDANCE WITH
EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3" TO 12" DIAMETER
W FITTINGS WHICH HA VE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN
ACCORDANCE WITH ANSI/A WWA C110/A27.10. 82 OR A COMB/NA 77ON OF ANSI/A WWA
C110/A21.10. 82 AND ANSI/A WWA C153/A21. 53-84 SUCH THAT THE PORTION OF THE Fl T77NG
WITH A MECHANICAL JOINTS) MA Y BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND
THAT POR77ON OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH
ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 OF
ANSI/A WWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL
BE OBTAINED BY THE CONTRACTOR AND 7RANSMI TIED TO THE OWNER.
6. GA IF VAL VES SHALL CONFORM TO A WWA C50G AND SHALL BE IRON BOD Y,
BRONZED-MOUN7F0, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX.
w VAL VES SHALL BE DESIGNED FOR A MINIMUM WA 7FR OPERA TING PRESSURE OF 200 PSI. GA TE
a VAL VES SHALL BE CL0W LIST 14, MUELLER COMPANY NO. A2380 OR M&H. ALL VAL VES 12" /N
O O Y DIAMETER OR LARGER, SHALL BE INSTALLED IN A VAUL T. SEE WA TER STANDARD DETAIL FOR
M 0 12" GATE VALVE ASSEMBLY VAULT AND 1 " BYPASS INSTALLA 770N.
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO
Q p w m AWWA C-504-80 WITH A 6" INLET AND A M. V.D. OF 5" TWO 2-112" HOSE NOZZLES WITH
NATIONAL STANDARD 7" 60 DEGREE V THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER
z 4. 6263, 1-3 `11, 4 " PEN TA GON OPERA TING NUT OPENING B Y TURNING COUNTER- a OCKW7SE (LEFT).
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a" = 8. ALL WA TER MAIN 10" AND SMALLER TO MAINTAIN AMIN/MUM COVER OF 36" BELOW FINISH
GRADE. ALL WA TER MAIN 12" AND LARGER SHALL BE A T A MINIMUM OF 48" BELOW FINISH
GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR.
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g 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH
n 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 COA TING ON THE REAR OF "PIG" ONL Y. "PIGS" SHALL BE
CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CON7RACTOR WILL PERFORM THE
�o CLEANING OPERA TION UNDER THE SUPERVISION OF THE Cl TY INSPECTION PERSONNEL.
0 9A. ALL WA TER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MIN/MUM OF 200 PSI
OR 150 PSI OVER OPERA TING PRESSURE, IN ACCORDANCE WI TH THE SPECIFICA TIONS OF THE
CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TES77NG
SHALL BE DONE IN THE PRESENCE OF A REPRESENTA TI VE OF THE Cl TY OF RENTON.
98. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF 50 PPM
(MINIMUM CONCENTRATION) CHL OR/NE/WA TER SOLUTION. DRY CAL C/UM HYPOCHL ORI TE SHALL
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W � o U NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED//N✓EC7FD IN
e _ ACCORDANCE WI TH SECTION 7-11. 3(12)E OR 7-11. 3(12)F OF THE STANDARD SPECIFICA 77ONS
`" REFERENCED IN 1 ABOVE.
10. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PR/OR TO ANY CONSTRUCTION. A
QIz MINIMUM OF THREE (3) WORKING DA YS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO
K SCHEDULING THE PRECON, A PERMIT INFORMA TION SHEET MUST BE SUPPLIED TO 774E UTILITY
ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW
CONS TRUCTON.
2
m m 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
3 B
b PRIOR TO STARTING CONSTRUCTION.
B
U) In In 10 1 1 12. INS TALLA TION OF CORPORA TE STOPS, WA TER SERVICES, LINES, AND ME7FRS SHALL NOT BE
DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICA77ONS, C0NS7RUC77ON PERMITS, AND
a PA YMENT OF FEES HA VE BEEN MADE TO THE Cl TY OF RENTON.
A. 0-
13. ALL CONNECT/ON TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON,
o o LIJ EXCEPT WET TAPS WHICH MA Y BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR
K,
Q APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCA VA TION AND
o MA TERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON- SIIF PRIOR TO Cl TY
NO TIFICA TIONS.
am m 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTA Tl OF OF THE CITY OF RENTON. lT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS
IN ADVANCE OF BACKF/LLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE
ENGINEERS SHALL KEEP AS -BOIL T DRA WINGS.
15. CONTRACTOR TO PROVIDE PLUGS AND 7EMPORAR Y BLOW -OFF ASSEMBLIES FOR TESTING
AND PURITY ACCEPTANCE PRIOR TO FINAL TIE- IN.
16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE
MANUFACTURED BY STAR MANUFACTURING COMPANY OF COL UMBUS, OHIO OR EQUAL APPROVED
IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS.
0 17. ASPHAL T AND CONCRETE STREET PA ONG SHALL BE SA W-CUT TO A MINIMUM DEP77-1 OF
N_ TWO INCHES. OIL MA T STREETS MA Y BE SPADE CUT. ALL SURFACE CONCRETE, PA VEMEN I,,
3 3 �j' SIDEWALKS, CURB, GUTTER, AND DRIVEWA Y APPROACHES SHALL BE SAW -CUT TO MINIMUM
t s s DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
18. A TEMPORARY COLD MIX ASPHAL T SHALL BE PLACED ON THE DA Y OF IN/T/AL EXCA VA 770N
v v WITH A PERMANENT SEALED PA TCH TO BE PLACED, TO CITY OF RENTON POLICY, W77HIN TEN
DAYS. CALL FOR SUBGRADE INSPECTION PR/OR TO PLACEMENT OF FINAL PATCH. TRENCHES
y WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT WRITTEN APPROVAL OF THE INSPECTOR.
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19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, 774E PVC PIPE USED SHALL BE
SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL
CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE.
0
0
w (A N 6 20. MAX/MUM DEFLECTION FOR FULL LENGTH PIPE, PUSH -ON TYPE JOINT, 8" D.I.P. OR LARGER,
Z SHALL BE 5; OR 19" PER 18' LENGTH.
EXISTING WATER LINE
TESTING DETAIL
EXISTING WATER LINE
FINAL CONNECTION DETAIL
i
PLAN VIEW
TICAL CRCSS(MJxFL) FOR POLYPIGGING
BLIND FLANGE ON TOP WITH 2'TAP & 2"PLUG
BLIND FLANGE ON BOTTOM
(MJ) PLUG WITH 2" TAP & 2- TEMPORARY BLOW -OFF
)CRARY BLOCK
_INGS
I
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP, BLOCK & BLOW -OFF & CONNECT
WITH SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNEC-ION BY CITY FORCES
EXISTING WATER LINE
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TAPPING TEE (MJxFL)
TAPPING GATE VALVE (FL XMJ)
TEMPORARY PLUG (MJ) WITH 2-INCH TAP
AND 2-INCH BLOW -OFF ASSEMBLY
CONCRETE BLOCKING
TESTING DETAIL
d-A CT
WATER CONNECTION DETAIL
3 VALVES CUT -IN INSTALLATION
CITY OF RENTON
.+
STANDARD PLANS
LST DATE: 04/04
DWG. NAME: B112 SP PAGE: B112
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF
TEMPORARY BLOCK
FINAL CONNECTION DETAIL
NEW D.I. WATER LINE
AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & 1I. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES:
1. TAPPING TEES SHAL_ BE MADE OF CAST IRON, DUCTILE IRON OR
EPDXY -COATED STEEL ._ GND NUTS SHAL BE COR-TEH. ALL TEES AND
VALVES SHALL BE WAI._f BEFORE TAP
2. NO SIZE ON SIZE TAPS ON -IRON WATER LINES. TAP SHALL BE AT
LEAST 2" SMALLER DIAME _:" THAN THE EXISTING MAIN.
3. NO WET TAP ON ASBESTOS %:ENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAPS, INC., U.S. Fi_ LR,,SUPER'OR TAPPING INC, OR WESTERN
UTILITIES SUPPLY CO., INC.
5. CONTRACTOR SHALL. POTHO_E AND EVRIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF T-1E EXISTING
STUB.
6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL_.
WATER
CONNECTION DETAIL
WET -TAP
EXISTING WATER MAIN
tY
♦ i/
CITY OF RENTON
�1
STANDARD PLANS
& NTO
LST DATE: 04/04
DWG. NAME: B115
SP PAGE: B1 15
FIRE HYDRANT SHALL BE COREY TYPE EQl 511C OR
(;OMFRE �IOP TYPE SUCH AS C:LOW MEDAL 929, YUFI I ER
SUPER CENTLR,ON 200, AND WATiROUS PA.,5' MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VAiV, INO 2-1,/2"
HGS CONNECTIONS ^IATICNAL STAJDARD THREAD PUMPER
CONNECTION CITY OF SEATLE THREADS WITH A ST t , ADAPTOR,
4,875' SEATLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE 1%4" PENTAGON OPERATING NUT FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT KELLY-MOORE/PRESERVATIVE
i All No. 57,90--563 DTM ACRYLIC IC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL, PUMPER CONNECTION. TO FACE ROADWAY OR AS
DIRE TE - BY RENTON FIRE DLPARTMEN. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
1
�6
-- I 18" TO 20" BEHIND BACK OF
CURB O; 12" BEHIND BACK OF
SID*WALK THAT IS ADJACENT TO
CURB
TWO-PIECE CAST IRON VA'-VE BOX WITH LUG TYPE COVER,
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD S" TOP SECTION
p.,--1 4.87 " x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT VALVE NU-
'q _ATENSI� 2N PS REQUIRED (SEE DWG BR16 / PAGE 8090).
c -
MAX a`• r�
MIN 2" f j -RAISED PAVEMENTMARKER TYPE 88
A8 STIMSCNITE TWO-WAY BLUE.
T
i 42" MIN A CONCR. i _;LOCI'fNG
BURY
oj""'
L �
�T \ VAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET
�--6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
16" x 8" x 4" MtN JL+`4 2--3/`4" CL -TENSTEEL TIE RODS. SEE STD DETAIL. FOR TIE RODS.
CONCRETE BLOCK
CINDER HYDRANT
-1/2 YARD WASHED DRAIN ROCK (3"TO 3/ 8") MIN.
1' ABOVE BOUT FLANGE. PLACE 8 M€L
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
'RE HYDRANT ASSEMBLY
L�� v
LEVEL ALL GROUND
MIN 3' RAIDIUS
4.875" x 5"
STORZ
f IYDF;ANT LOCATION IN_ FILL
LEVEL_ ALL GROUND
J RAIN 3' RADIUS
ONE MAN ROCK - J
r�
FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
CITY Or RENTON
STANDARD PLANS
1O'
LST DATE: 04/04
DWG. NAME:
B102 SP PACE:6102
TFMPORARY 2" GALV.AN[7EC PIPE
A'd 2" GAT c VALVE
PRECAST CONCRETE VAULT WITH 3 - 3'x 3'
+ -ACH SIDE
HINGED STEEL PLATE COVERS. DIMENSIONS
4" ADAPTER, `[_.x SCREWED.
5'-8"x 11'-2% 7-2` EQUAL TO UTILITY
-
VAULT OR LQIJAL
" 4" " HEAD TEE FL. -
4 x xn" BJLL
�
TOUCH READ PT LID SENSOR -
6" PIPEEL FL.
MOUNTED ON STEEL PLATE
COVER THROUGH, 1--5/8" DI.A.
_i
2'-U" LONG
�\
DRILLED HOLE IN COVER.
THE BY-PASS ASSEMBLY SHALL BE
\ ±
INCLUDED AS PART OF TF-E DETECTOR
18" FOR 10" ,ASSEMBLY � I
DOUBLE CHECK VALVE ASSEMBLY.
17 1/2" FOR 8" ASSEMBLY
5/1 3/4" SENSUS SRH (-P/PL) METER
I8 3/2" FOR 6' ASSEMBLY
H--- \ --'s f - 2' �
CITY PRIVASE
� PPING PiP?NS
TEE Nj x FL)
V r-GATE VALVE (F1 K MS)
i 5'-
12" ALL .AR011NO
CONCRETE
BLOCKING ,
PALL DEIE+ OR DOUR-E CHECK VALVE }
N 7 ASSEMBIIF +ALL INCLUDE RESILIENT
10 8" OR 6" FL.x P.E. , SEATED 5 T'r'r VA-VES AND TEST c I_ -ATV
PIPE WITH COLLAR IS'T COCKS APPROVED
FROM P.E. CRC+ ;TION CONTROL
LONG ASSI .I:R OEP ART6?ENT OF
8" 3'-6` LONG HEA__ -. T APPROVEC LIST-
6"- 4'-0` LONG _ J _,
DOUBLE CHECK VALVE ASSEMBLY
NCLUDES TWO R£S1uEN1 SEATED
SHUTOFF VALVES.
if)", 8 OR b" FLANGED 0OUPUfdG
ADAPTER EQUAL TO ROV1.4C
INSTAL L 2FLUG ON TOP BLIND FLANGE
AFT[ R RFMOVAI. OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UN>,LR
4 FT MIN. COVER (12-IN'' H DIAMETER AND OVER)
i
� NEW �hiATER MAIN ' POLYPIG `''
I
W 347507
VERTICAL_ CRC'= `:; FOR POLYPtG&NG `STATION:
S7F OF V R Ltl. < -A;ALL BE THE SAME AS SIZE 0'' MAIN LINE
VERTICAL CRt '
ONE BLIND FLFNEL 2 C-F CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
I,REMOVE BLOW -OFF A _F Y AND ':NSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG')
ONE BLIND FLANGE ON EDL1 OF CROSS
ONE PLUG (MJ) ON END Or -�`OSS
CONCRETE BLOCKING
ALL DEBR-S AND POLYPIGS SHALL BE REMOVED FRCM SUMP OF VERTICAL CROSS BEFORE.
DISINFECTION OF ',IEW WATER MAIN
IVATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
CITY OF RENTONN
STANDARD PLANS
\_
ICJ 10 ' LST DATE: r34/04
DWG. NAM--: B114 SP PAGE: B114
r4"x 2 1/2" FIRE DEPARTMENT DOUBLE
CGNNECT0N FOR STAND PIPE WITH
BRJKAPLt. CAST IRON J 1C l CAFS,
ONE EACH SIDE EQL NNEI..
FTC, t682 WITH HCF �-- �. 1333.
6" SWING TYPE GRAVi t'' RATED
CHECK VALVE, FL. EQUAL TO
j( J MUELLAc
R CO. WITH BALL
GRIP VALVE ATT D07T BOTTOM
INSTALL EPDXY NO: SE -RINK
! GROUT (TYP.)
/-6" PIPE, FL.x FL 3'0" LONG
s"& s" ASSEMBLY. s" SHaR-
-- - RADIUS 90' BEND FL.,
fi)r// 10" ASSEMBLY 90' S"X6"
11'�--, ,REDUCING BEND FL-
,
$„ j 12-f'
I
2__`
\'
6" 90' SEND FL.
�-
t
Tl+. JSOR MOUNTED ---
HROUCH
;N COVER.
r3
x
1 S' FOR 10" ASSEMBLY 17
1/2" -OR 8" ASSEMBLY 18
1/2" FOR 6" ASSEMBLY -
5/8"0/4" INVENSYS -
R-PL METER
8" MIN. DRAIN TO DAYLIGHT OR
STORM DRAIN SYSTEM WITH
CATCH BASIN OR MANHOLE
COMPACTED FOLINDATION�j VIF- VV
NOTE: GRAVEL
1_ LOCATE VAULT IN PLANTING AREA, NOT 3N PAVINC.
2. ," AND LARGER BENDS AND TEES TO BE CAST R^•N CEMENT LINED.
3. TEMPORARY SUPPORT SHALL SE PROVIDED UNDER VALVES AT T-1E
TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER
COMPLEf- INSTALLATION REMOVE THE TEMPORARY SUPPORT AND
INSTALL ADJUSTABLE PIPE SUPPORT.
4. INSTALL. GAL'JAII ZED LADDER FOR ACCESS.
5. AFTER FIE'_D :.NSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE
TESTED SATISFACTORILY BY A DEPT. CF I EALTH CERTIFIED BACKFLOW
ASSEMBLY TESTER. TEST REPOR` TO BE SUBMITTED TO CTY OF RENTON
WATER UTILITY ENGINEERING DEPT, PRIOR TO ACTIVAn N OF NEW LINE.
6, INSTALL BRASS PLUGS AT ALI- TEST COCKS
22-112' 11-1/4'
As -BUILT
45 • BEND
---^-
-T
'
f
-DEADMA.N
BLOCK
REQUIRE.-D.
FL < M ADAPTOR
6" 90' BEND FL.-
`-^Al_VANIZED STEEL
LADDER
-10" ASSEMBI Y
B" ASSEMBLY 5"x8 xS , E,
ASSEMBLY o x6`x6' TEE, FL.
6' "ATE VALVE F. x V....I,
IF:
TOR POST_ T INCI ATOR
�utlE /; AS DOUBLE
CC
1C" 8', OP, 6" }. IRON
CLASS 52 NIPP I
CEMENT LINED, LEND, l TO FIT.
ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
G" DDCV ASSEMBLY
O" STANDPIPE W/4 2-1/2" NOZZLE_
CROSS CONNECTION/RAC-KFLO�V
PROTECTION ASSEMBLY
r ADOPTED
❑t^'Y OF RENTD33
STANDARD PLANS
LST DATE: 04/04
DWG. NAME: 8099 SP PAGE:13099
CAP
FIGURE 1
NOTE- FOR CONVEX VERTICAL BENDS BLOCKING
SEE APWA STANDARD PLAN NO. 73.
CITY OF RENTON STANDARD PLAN NO. 8085
HORIZ. BL OCKING DETAIL
NO SCALE
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
a_- urn-424- 5555
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••�FC/STERE�
�SStONAL
IVA46
JRm �•s, . e
DESIGN
ENGINEERING
COREJOB# 07069
RECOMMENDED
FOR APPROVAL
BY DA IE
BY DA IT:
BY DATE.•
74717 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
PLANNING SURVEYING
�1 is) - 3 qT 1 S0_3 a 13; 0- 34---7 5 D 7 WA lFR NOTES do DETAILS C6" 31