HomeMy WebLinkAboutWTR2702999.3S W 114• S W 114, SEC. 29, T WP. 23 N. RGE 5 E., 4
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WA TER NOTES
2" OPEN PA TTERN, RETURN BEND
2" BEEHIVE STRAINER
f 2" GAL VAN/ZED /RON PIPE FIELD LOCATE
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIF/CATIONS O,r THE CITY OF RENTON 2" UN/ON
UTILITY DEPARTMENT AND THE LATEST ED/ T/ON OF THE WSDO T/A P WA STANDARDS AND SPECIFICATIONS, AS APPROVED BY 2" CLOSE NIPPLE
THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION.
CUT OPENING AS REQU/RED, 18" SHORT NIPPLE%
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 YS UNLESS AFTER INSTALLATION, GROUT 2" UN/ON - /
OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 2.35-2635. ALL STREET CLOSURES, AROUND PIPE.
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. 21:r2"x2" TEE
J. ALL LOCH PONS OF EXISTING UTILITIES SHOWN ARE APPROX/MA TE AND IT SHALL BE THE CONTRACTOR'S 2" 90BEND WITH CLOSE NIPPLE
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATIONS SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR BETWEEN BEND AND TEE
UTILITY LOCATE CALL 48-HOUR LOCATORS, 1-800-424-5555.
2" 90' ELBOW
4. ALL WA TER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LA TEST 2" GALVANIZED IRON PIPE TO FlT
REVISION, THICKNESS CLASS 52. CEMENT MORTAR LIN/NG AND SEAL COA TING SHALL CONFORM TO A WWA C104 OR
LA TEST REVISION PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON 2" GAL VAN/ZED IRON PIPE-
18 PIPE INSTALLED SHALL BE POL YETHYLENE WRAPPED PER ANSI/AWWA C705-77 STANDARDS. 18" LONG
12 "' MIN.
5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN
ACCORDANCE WITH ANSI/AWWA CIIOIA21.10-82. CEMENT LINING SHALL BE ACCORDANCE W/TH ANSI/AWWA
fmm-00-00wo-Mm
C104/A27. 4-85. IF FITTINGS ARE 3" TO 72" IN DIAMETER AND HA VE MECHANICAL JOINTS, THE FITTINGS SHALL BE 2" CAP WITH 1/80' HOLE PIPE TO RT
IN ACCORDANCE WITH EITHER ANSI/A WWA C110/A21.10-82 OR ANSI/A WWA C153/A21.53-84. 3" TO 12- DIAMETER FOR DRAIN.
FITTINGS WHICH HA VE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA 2" 90' ELBOW
C110/A21. la 82 OR A COMB/NA RON OF ANSI/A WWA C110/A21.10. 82 AND ANSI/A WWA C153/A27. 53-84 SUCH THA T THE WASHED GRA I/EL, PASSING AIR AND VACUUM VAL VE 2" ASSEMBL Y - APCO
PORT/ON OF THE FITTING WITH A MECHANICAL JOINTS) MA Y BE /N ACCORDANCE W/TH ANSI/AWWA C153/A21.53-84 AND 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN
THA T PORTION OF THE FI TTING WI TH FLANGED JOINTS) SHALL BE IN ACCORDANCE WI TH ANSI/A WWA CI I0/A21.10-82. NO. 1452C OR EQUAL.
ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 NOT:
OF ANSI/AWWA C710/A27.70-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. A/F AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
6. GA TE VAL VES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS /N A LOCATION
WEDGING DEVICE AND O-RING STUFFING BOX. VAL VES SHALL BE DESIGNED FOR A MIN/MUM WA TER OPERA TING PRESSURE WHERE ASSEMBL Y CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
OF 200 PSI. GA TE VAL VES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M&H. ALL VAL VES 12" IN DIAMETER OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERRE ASS[ MBL Y
OR LARGER, SHALL BE INSTALLED /N A VA UL T SEE WATER STANDARD DETAIL FOR 12" GA TE VALVE ASSEMBLY VA UL T CAN BE INSTALLED
17"x28" CONCRETE METER BOX WITH 3/8" STEEL DIAMOND
PLA TE COVER EQUAL TO FOG- 77TE METER SEAL CO. N0.2
METER BOX. FIELD LOCH TE.
BRONZE GATE VAL VE, SCREWED EQUAL TO RED -WHITE VAL VE CORP.
FIG N0. 280
2-2" 90' BENDS WITH CLOSE NIPPLE BETWEEN BENDS
CLOSE NIPPLE
CORPORATION STOP 90' BEND, l.P. THREAD
TO COPPER, EQUAL TO FORD FB 500.
n
AND 1 " BYPASS /NSTALLA TION. 2"AIR/VAC RELEASE VAL VEASSEMBL Y
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO A WWA C-504-80 WITH A 6-
INLET AND A M. V.O. OF 5", TWO 2-1/2" HOSE NOZZLES WITH NARONAL STANDARD 7", 60 DEGREE V THREADS, O.D.
THREAD 4.875 AND ROOT DIAMETER 4. 6263, 1-3 � 4 " PENTAGON OPERA TING NUT OPENING BY TURNING COON TER- CL OCKW/SE
(LEFT).
8. ALL WATER MAIN 10" AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36" BELOW FINISH GRADE. ALL WATER MAIN
12" AND LARGER SHALL BE A T A MINIMUM OF 48" BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WA TER
MAINS ARE TO BE LOWERED TO CLEAR. MOE
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9. ALL WATER MAINS SIX (6) INCHES /N DIAMETER AND LARGER SHALL BE 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 COA TING ON THE REAR OF "PIG" ONL Y. "PIGS" SHALL BE
CYLINDER SHAPED WI TH BULLET NOSE OR SQUARE END. THE CONTRA C TOR WILL PERFORM THE CLEANING OPERA TION WATER MAIN
UNDER THE SUPERVISION OF THE CITY INSPECTION PERSONNEL.
NO SCALE
CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP,
BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH,
SIZE OF BLOCK TO BE DETERMINED BASED ON TEST
PRESSURE OF WATER LINE AND SOIL CHARACTER1577CS.
CAST IRON CAP OR PLUG WITH 2"
IPS TAP SHALL BE A ROCKWELL
482 END CAP COUPLING
2" GAL VAN/ZED IRON PIPE
AS REQUIRED.
9A. ALL WA TER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 750 PSI OVER OPERATING
PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CI TY OF REN TON AND THE WASHINGTON STA TE HEAL TH 2" CLOSE NIPPLE
DEPARTMENT ALL PRESSURE TESTING SHALL BE DONE /A' THE PRESENCE OF A REPRESENTA TI VE OF THE CITY OF 2" 90' ELBOW 2" GAL VAN/ZED IRON PIPE, 12" LONG.
REN TON.
fLAN
9B. ALL WA TER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF 50 PPM (MINIMUM CONCENTRA RON) TWO PIECE CAST IRON VAL VE BOX
CHL OR/NE14A TER SOLUTION. DRY CALCIUM H YPOCHL ORI TE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE EQUAL TO RICH VAL VE CO. STANDARD
SHALL BE METERED//NJE CTED IN ACCORDANCE WITH SECTION 7-11. 3(12)E OR 7-11. 3(12)F OF THE STANDARD 8" TOP SECTION, WITH REGULAR BASE
SPECIFICA TIONS REFERENCED IN 1 ABOVE. SECTION LENGTH TO FIT.
10. A PRE -CONSTRUCTION CONFERENCE /S REQUIRED PR/OR TO ANY CONSTRUCT/ON. A MIN/MUM OF THREE (3) WORKING
DA YS NOTICE IS REQUIRED FOR SCHEDULING. PR/OR TO SCHEDULING THE PRECON, A PERMIT INFORMA TION SHEET MUST
BE SUPPLIED TO THE UTILITY ENGINEERS OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION 2" GALVANIZED /RCS' PIPE 12" LONG
11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION.
12. /NSTALLA TION OF CORPORA TE STOPS, WA TER SERVICES, LINES, AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE
AGREEMENTS, METER APPLICA TIONS, CONSTRUCTION PERMI TS, AND PA YMENT OF FEES HA VE BEEN MADE TO THE Cl TY OF
REN TON.
VAL VE NUT EXIFNS/ON /F REQUIRED
(SEE DWG BR46 / PAGE 8090)
INSTALL 2" 90' ELBOW, SCREWED
2" PLUG, SCREWED
18"
2" GATE VALVE,
SCREWED
£L£VA AON
13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MA Y BE
2" GALVANIZED IRON PIP
AS REQUIRED.
2" GAL VANIZED IRON PIPE
DOUDLE STRAP SERVICE CLAMP WITH
2" IPS TAP TO FIT, EQUAL TO MUELLER CO.
FLUSH WITH FINISH GRADE
(TYPICAL)
UN/ON (TYPICAL)
AS REQUIRED.
INSTALL 2" 90' ELBOW, SCREWED
E
9109
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MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS. ALL TEMPORARY2'` BLOW OFFASSEMB
NECESSARY EXCA VA RON AND MA TER/AL S TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY
NO TIFICA TIONS
=
14.
INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTA TI VE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN 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 AAD PURITY ACCEPTANCE PR/OR TO
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110
FINAL TIE-IN
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929
AND MUELLER SUPER CENTURION 200 WITH 6" MECHAN/CAL JOINT
76.
ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, ROL TS, ETC.) SHALL BE MANUFACTURED BY STAR
INLET WITH LUGS.
MANUFACTURING COMPANY OF COL UMBUS, OHIO OR EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS.
5-1/4" MAIN VAL VE OPENING. TWO 2-1/2" HOS- CONNECTIONS
NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
17.
ASPHAL T AND CONCRETE STREET PA V/NG SHALL BE SAW -CUT TO A MIN/MUM DEPTH OF TWO INCHES. OIL MA T STREETS
SEA TILE THREADS WITH A STORTZ ADAPTOR, 4" SEA TILE THREAD
MA Y BE SPADE CUT. ALL SURFACE CONCRETE, PA VEMENT, SIDEWALKS, CURB, GUTTER, AND DR/VEWA Y APPROACHES
X 5" 5TOR TZ, ATTACHED WITH 1/8" STA/NLESS STEEL CABLE.
SHALL BE SAW -CUT TO MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT
1-1/4 " PENTAGON OPERA TING NUT. FIRE HYDRANT TO BE
PAINTED W TH TWO COA TS OF PAINT PRESERVA 77VE
PAINT No. 4J-655 SAFETY YELLOW OR APPROVED EQUAL.
18.
A TEMPORAR Y COLD MlX A SPALL T SHALL BE PLA CED ON THE DA Y OF INI RA EXCA VA TIONWl TH A PERMANEN T SEALED
PUMPER CONNECTON TO FACE R0, �OWA Y ASSEMBL Y.
PA TCH TO BE PLACED, TO CITY OF RENTON POLICY, Wl THIN TEN DA YS. CALL FOR SUBGRADE INSPECTION PRIOR TO
FIRE HYDRANT EXTENSION TO BE USED IF REQU/RED.
PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT WRITTEN APPROVAL OF THE
INSPEC TOR.
79.
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.
NO SCALE
MAX 4"
M/N 2"
CONCRETE BLOCKING
20. MAX/MUM DEFLECTION FOR FULL LENGTH PIPE, PUSH -ON TYPE JOINT, 8" D.I.P. OR LARGER, SHALL BE 5; OR 19"
PER 18' LENGTH.
wry. i�- tg9q
16 x 8" x 4" MIN/NUM
CONCRETE BLOCK
UNDER HYDRANT
18" TO 20" BEHIND BACK OF CURB
OR 12" BEHIND BACK OF SIDEWALK
THAT IS ADJACENT TO CURB
30 "' MIN.
TO CITY METER
12 16"
CLEARANCE
TEE
CAP
_E
22-1/2' I 1-1/4
90' BEND 45° BEND
FIGURE 1
NOTE: FOR CONVEX VERTICAL BENDS BLOCKING
SEE APWA STANDARD PLAN NO. 73.
CITY OF RENTON STANDARD PLAN NO. B085
HOR/Z, BL OCK/NG DETAIL
NO SCALE
FOR 3/4" TO 2" DCVA, USE FOGT17F CONCRETE METER
BOX NO. 2T (1)(28 WITH J18" STEEL COVER PLATE
METER BOX SHALL BE DOUBLE STACKED.
FOR 2-1/2" TO 3" DCVA, USE UTILITY VAULT CO. MODEL
25TA OR EQUAL.
30"' MIN.
6" CLEARA C, 1,%\�" AFTIF S COCKSRNWITH BRASS PLUGS
PLUG ALL
PLUGS.
TO PR/VA TE SYSTEM �,� AFTER FIELD INSTALLATION, DCV,4 MUST BE
7/8" MINUS GRAVEL 12" MINIMUM TESTED SAT/SFACTORIL Y BY A DEPARTMENT
OF HEAL TH CERTIFIED BACKFLOW ASSEMBL Y
7FS7ER.
BELOW GROUND INS TALLATON FOR 3/4" TO 3" DOUBLE TEST REPORT MUST BE SUBMITTED TO CITY
OF RENTON WATER UTILITY ENGINEERING
CHECK VAL VE ASSEMBLIES PR/OR TO ACTIVATION OF NEW LINE.
DOUBLE CHECK VAL VE"ASSEMBL Y
E C ST IRON VA VE BO 1H LUG TYPE COVER
TWO-PIEC A L X WI
EQUAL TO OL YMP/C FOUNDRY CO. STANDARD 8" TOP SECTION WITH
REGULAR BASE SEC77ON LENGTH TO FIT. VAL VE NUT EXTENSION
AS REQUIRED (SEE DWG BR46 / PAGE 9090).
RA/SED PA VEMENT MARKER TYPE 88 A
S77MSON17F" W-WA Y BL UE.
CONCRETE BLOCK/NG
��-- CAST IRON TEE. WITH 6" FLANGE S/DE OUTLET.
6" GATE VALVE (FL X M✓) AWWA C-509, RESILIENT SEAT
6" DUC77LE IRON PIPE,CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
STEEL TIE RODS. SEE STD DETAIL FOR 17E RODS.
NO SCALE
CUT
Z
HYDRANT IOCA 1 ON IN CUT OR FILL
`-1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 J
FIRE HYDRANT ASSEMBL Y FIRE HYDRANT ASSEMBL YDETAIL
NO SCALE
LEVEL ALL GROUND
MIN 3' RADIUS
4
WAS
33251 Q .'
�ss�01VAL
aPRm 12-04-04
04-16- 04
14711 NE 29th Place Suite 701
Bellevue, Washington 98007
425.885.7877 Fax 425,885,7963
DESIGN
ENGINEERING - PLANNING • SURVEYING
WA TER DETAILS & NOTES
01052C631
SCANNED OCT 0 8 ��