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NW 1/4, = JTWP. 23 N., RGE� E., W.M.
L ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEC/F/CA17ONS OF THE CITY OF RENTON
UTILITY DEPARTMENT AND THE LATEST EDITION OF 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 77MES DURING CONSTRUCTION.
2. 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 WRI77NG BY THE DEPARTMENT OF PUBLIC WORKS AT 235--2635. ALL STREET CLOSURES,
PAR77AL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE "
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE IV077RED 24 HOURS IN ADVANCE. --
3. ALL L OCA 77ONS OF EX/STING U77LI77ES SHOWN ARE APPROXIMA TE AND IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA7701VS SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR-
U77LITY LOCA7F CALL 46--HOUR LOCATORS, 1-800-424-5555. - -e- -
4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST
REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COA77NG SHALL CONFORM TO AWWA C104 OR
LA TEST REVISION. PIPE J011V7S TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUC77LE - -
IRON PIPE INSTALLED SOUTH OF SUNSET BL W (EMPIRE WAY, SR 900) AND WEST OF SR 167 (EAST VALLEY fREEWA Y)
OR IN SOILS OF HIGH RESISVITY SHALL BE POL YETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS.
5. CAST IRON AND DUC77LE IRON RT77NGS SHALL BE CEMENT LINED, PRESSURE RA 1ED AS NOTED ON PLANS, AND IN
ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE ACCORDANCE WITH ANSI/AWWA -
C104/A21.4-85. IF RT77NGS ARE 3" TO 12" IN DIAMETER AND HAVE MECHANICAL JOINTS, THE RT77NGS SHALL BE
IN ACCORDANCE WITH EITHER ANSI/A#WA C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3" TO 12" DIAMETER ��
F7777NGS WHICH HA VE MECHANICAL JOINT' AND/OR FLANGED JOINT' SHALL BE IN ACCORDANCE NTH ANSI/A#WA SCALE: 1 = Z �
CII0/A21.10.82 OR A COMBINA77ON OF ANS//AWWA CIIOIA21.10.82 AND ANSI/AWWA C1531A21.53-84 SUCH THAT THE
POR77ON OF THE R777NG WITH A MECHANICAL 10INT(S) MAYBE /N ACCORDANCE WITH ANS//AWWA C153/A21.53-84 AND 0 10 20 40
THAT POR77ON OF 7RF R777NG WITH fZANGED ✓OINT(S) SHALL BE IN ACCORDANCE W77H ANSI/AWWA CIIOIA21.10-82.
ACCEPTANCE IES771VG IN ACCORDANCE WITH SEC77ON 53-5.3 OF ANSI/AWWA C153IA21.53-84 OR WITH SEC77ON 10-4 J
OF ANSI/AWA C110/A21.10-82 SHALL BE OBTAINED BY 7HE CONTRACTOR AND IRANSM177FD TO THE OWNER.
6. GA7F VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE
N£DGING DEVICE AND 0-RING S1Uf77NG BOX. VAL VES SHALL BE DESIGNED FOR A MIN/MUM WA 7FR OPERA77NG PRESSURE ^ OF 200 PSI. GA 7F VAL VES SHALL BE CLOW UST 14, MUELLER COMPANY NO. A2380 OR M&H. ALL VAL VES 12" IN DIAME7FR
OR LARGER, SHALL BE INSTALLED IN A VAULT. SEE WA 7FR STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT
AND I" BYPASS INSTALLA 77ON.
7. RRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA 0-504-80 WITH A 6"
INLET AND A M. V. 0. OF 5; 7WO 2-1/2" HOSE NOZZLES WITH NA77ONAL STANDARD 7" 60 DEGREE V THREADS, O.D.
THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-314" PENTAGON OPERA ANG NUT OPENING BY 7URN/NG COUNTER -CLOCKWISE
(LEFT) _ -- ..... ........ _
8. ALL WA TER MAIN 10" AND SMALLER TO MAINTAIN A MIN/MUM C01/ER OF 36" BELOW KNISH GRADE. ALL WA TER MAIN ET WALL
12" AND LARGER SHALL BE AT A MIN/MUM OF 46" BELOW RNISH GRADE. WHERE U77LITY CONFLICTS OCCUR, WA 7FR
MAINS ARE TO F LOWERED TO CLEAR.
9. ALL WA 7FR MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR
_..
TO DISINFEC77ON. THE "POLY PIGS" SHALL SE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU FT --
DENSITY FOAM WITH 90A OUROMEIER URETHANE RUBBER COA77NG ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE
CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END, THE CONTRACTOR WILL PERFORM THE CLEANING OPERA 77ON
UNDER THE SUPERWS/ON OF THE CITY /NSPEC77ON PERSONNEL.
9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TES 7FD TO A MIN/MUM OF 200 PSI OR 150 PSI OVER OPERA77NG
PRESSURE, IN ACCORDANCE WITH THE SPECIRCA77ONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEAL TH
DEPARTMENT. ALL PRESSURE 7FS77NG SHALL BE DONE IN THE PRESENCE OF A REPRESEN TA 77 VE OF THE CITY OF
RENTON.
9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFEC7FD BY THE INJEC77ON OF 50 PPM (MINIMUM CONCENT M770N) _
CHLORINE/WATER SOLU770N. DRY CALCIUM HY00CHLOR17F SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE
SHALL BE ME7FRED/INJECIFD IN ACCORDANCE WJTH SEC77ON 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD
SPECIRCA77ONS REFERENCED IN 1 ABOVE.
10. A PRE-CONS7RUC77ON CONFERENCE IS REQUIRED PRIOR TO ANY C0NS77?UC770N. A MINIMUM OF THREE (3) WORKING
DA Y S N077CE /5 REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A PERMIT /NFORMA 77ON SHEET MUST
BE SUPPLIED TO THE UTILITY SVWF.R:5 OFFICE. TWENTY-FOUR HOUR N077CE WILL BE REQUIRED PRIOR TO
STAR77NG NEW CONS7RUC770N.
11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PR/OR TO STAR77NG
CONS7RUC77ON.
12. INSTALLA 77ON OF CORPORATE STOPS, WATER SERVICES, LINES, AND METERS SHALL NOT BE DONE UN77L ALL SERWOE
AGREEMENTS, METSR APPLICA 77ONS, CONSIRUC77ON PERMITS, AND PA YMENT OF FEES HA VE BEEN MADE TO THE CITY OF
RENTON.
13. ALL CONNEC77ONS TO EXIS77NG MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE
MADE BY APPROVED WET TAP CON7RACTORS WITH PRIOR APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS. ALL
NECESSARY EXCA VA 77ON AND MATERIALS TO BE SUPPL/EI;'_ D `' T7t'-'- CONTRACTOR AND BE ON-517F PRIOR TO CITY -
NOT7RCA77ONS. \ASSEM&
REY TYPE FIRE HYDRh, 7 EQUAL TO IOWA F-5110 OR COMPRESS/ON TYPE SUCH AS CLOW MEDALLION- M & H
AND MUELLER SUPF4 CENTURION 200 WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE
14. INSPEC77ON WILL BE ACCOMPLISHED BY A REPRE5ENTA71VE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS NING. 7WO 2-1/2 CONNEC710NS NA110NAL STANDARD THREADS 4"PUMPER CONNEC7TON C/TY OF
RESPONSIBILITY TO NOTIFY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACI(RLLING ALL CONSIRUC77ON. T7ZE THREADS WITH A STORTZ ADAPTOR, 4" SEA77ZE THREAD x 5" STOR7Z, ATTACHED WITH 1/8 STAINLESS
THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BOIL T DRAWINGS. EL CABLE. 1-1/4"PENTAGON OPERA 17NG NUT RRE HYDRANT TO BE PAINED WITH TWO COA 1S OF PAINT.
SERVA77VE PAINT NO 43-655 SAfFTY YELLOW OR APPROVED EQUAL. PUMPER CONNEC77ON TO FACE ROADWAY
15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR 7ES77NG AND PURITY ACCEPTANCE PRIOR TO Y FOR 4-1/2" TRENCH. RRE HYDRANT EXTfN7701V TO BE USED IF REQUIRED.
RNAL TIE-IN. 18" TO 20" OR 12" BEHIND BACK
OF SIDEWALK ADJACENT TO CURB.
16 ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE MANUFACTURED BY STAR
MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL APPROVED IN NRI TNG BY THE DEPARTMENT OF PUBLIC WORKS.
17. ASPHALT AND CONCRETE 57REET PAVING SHALL BE SAW -CUT TO A MIN/MUM DEPTH OF 7WO INCHES. OIL MAT 5IREET5 MAX 4" MIN 2
MA Y BE SPADE CUT. ALL SURFACE CONCRE7F PA VEMENT, SIDEWALKS, CURB, 6UT7FR, AND DRI VEWA Y APPROACHES
SHALL BE SAW -CUT TO MINIMUM DEPTH OF 7WO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
18. A TEMPORARY COLD MIX ASPHAL T SHALL BE PLACED ON THE DA Y OF 1NI77AL EXCA VA 7701V WITH A PERMANENT SEALED
PATCH TO BE PLACED, TO CITY OF RENTON POLICY, Wi1HIN 7FN DAYS CALL FOR SUBGRADE INSPEC7701'V PRIOR TO CONCREIF BLOCK/NG
PLACEMENT OF FINAL PATCH. 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 PIPE.
12-T
20. MAXIMUM DEREC77ON FOR FULL LENGTH PIPE, PUSH -ON TYPE JOINT, 8" D.I.P. OR LARGER, SHALL BE 5; OR 19"
PER 18' LENGTH.
21. FILL AND COMPACT THE ROAD PRISM TO KNISH GRADE PRIOR TO EXCA VA 77ON FOR THE INSTALLA 77ON OF 77 E
WATER MAIN. 16" x 8" x 4" MINIMUM
CONCRETE BLOCK
-INIMI.q-Ito1 z 1 wr*-17-.&sS
RAISED PAVEMENT MARKER TYPE 88 A8
S77MSON17F 7WO-WAY BLUE.
7WO-PIECE CAST IRON VAL VE BOX. EQUAL TO OL YM/C
FOUNDRY CO. STANDARD 8" TOP 5EC77ON WITH REGULAR
BASE 5EC77ON LENGTH TO RT.
CONCRETE BLOCKING
'6" FLANGE SIDE OUTLET.
VJ) EQUAL TO MUELLER CO. A-2380-16
455 52 CEMENT LINED, LENGTH TO RT 7WO 3/4"
DETAIL FOR 77E RODS
i w. r i. miirimum rm'.1"LU V/1 /f YLL !-/'IJJING 1-1/2"AND RETAINED ON 1/4"MESH FOR ORA/N.
FIRE HYDRANT ASSEMBL 1v
FIRE H YDRA N T DE TA /L
NO SCALE
SIDEWALK
CAST IRON OR -
DUC77LE IRON
WA 7FRMAIN
R
22-1120
L LOOP DOWN TO CENTERLINE
OF WA 7FR MAIN TO PROVIDE
SLACK IN COPPER SERVICE
LINE TO METER.
- CORPORA 77ON STOP. FORD TAPERED
THREAD (CC). PACK JOINT (3/4" F1000)
(1 " F1000)
In
O
N
X
11-112 " x 17-1/2 " CONCRE7F METER
BOX IMTH 3/16" STEEL DIAMOND PLA TF
COVER EQUAL TO FOG 777F METER
SEAL CO. 1D ME SR BOX.
WA 7FR METER
- TO BE SUPPLIED W
B Y THE CITY
v°
TYPE "K" SOFT Z
COPPER TUBING
FORD COPPERSET7FR --/ 3
VH 172-15W (FOR 518" x 3/4 " ME7FR) �
VH 174-15W (FOR I- METER)
BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
PADLOCK WINGS ON KEY VAL VE SINGLE CHECK VAL VE
ON OUTLET.
ALL PACK -JOINT FIT77NGS SHALL BE WITH GRIPPER. 5' MAX.
FROM BLDG.
IF SERVICE LINE TO HOUSE IS TO BE
INSTALLED IN THE FU7ZIRE INSTALL
FORD C14-33 OR 44
F/D T x COMPRESSION COUPLING
0 3/ 4" OR 1 " GAL VA/V/ZED PLUG
i
�R SERVICE FROM EX1577N1' S1FEL
ASBESTOS CEMENT OR PVC WA 7FR MAINS
INSTALL DOUBLE STRAP SERVICE CLAMP
EQUAL TO MUELLER CO.
THESE PLANS ARE "AS-bulLr
AND THE iNFORMATION SHOWN
ACCURATELY REFLECTS EXISTIN
FIELD CONDITIONS AS OF THIS
DATEI. o " /44./_
CITY OF RENTON STANDARD PLAN NO. 8106
314 " WA TER SER VICE DETAIL
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TIE OZ
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NO SCALE
URIC C
,�� . •aF ' IS,y q
�FSS ONAL ENG\�� py
6-12-03
4205 148th Ave. N E Sub* 100
Bellevuo, Wa*SkW r► 98007
425.885.7877 Fax 425.885.7963
ENGINEERING
PLANNING
SURVEYING
WILLIAM SHUEE HOLIGBERG PLS T11.137
SCANNED OCT 0
. a-ANNEO SEP 13 2UO2
0102JO601