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Home My WebLink AboutWTR2703195.7SEC. 15, TWP. 23 N., RGE. 5 E., W.M. 0 z m 0 F- O a Uj W X x M U N Ln 0 N O i En Ln w � N ao wN Ca- �Q N 94 W j J = O O Z 2 Z Nww = O o 2Z Wa a N i.7 N Z k Z Z Q a Z 2 y D U < w Q a z 0 V) > w ry 0 z WA TER NOTES 1. ALL WORK MATERIALS SHALL BE /N CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS 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 TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK /N THE STREET RIGHT=OF- WAY SHALL BE LIMITED TO 8•30 AM TO 3•30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRIING BY THE DEPARTMENT OF PUBLIC WORKS AT Z35-2635. 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 NOTFIED 24 HOURS IN ADVANCE. 3 ALL LOCATONS OF EX/STNG UTLITIES SHOWN ARE APPROX/MATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATONS SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOUR LOCATORS, 1-800-424-5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTLE IRON PIPE CONFORMING TO AWWA C110 AND ClII OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COA TNG SHALL CONFORM TO AWWA C104 OR LATEST REVISION. P/PE JOINTS TO BE PUSH -ON OR MECHAN/CAL JOINT. BEDDING TO BE CLASS C. ALL DUCTLE IRON PIPE INSTALLED SOUTH OF SUNSET 8L VD. (EMPIRE WA Y, SR 900) AND WEST OF SR 167 (EAST VALLEY FREEWA Y) OR /N SOILS OF HIGH RES/STVITY SHALL BE POL YETI�YLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. 5. CAST IRON AND DUCTLE IRON FITTNGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WlT-1 ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE ACCORDANCE ►MTH ANSI/AWWA C104/A21.4-85. IF FITTNGS ARE 3" TO 12" IN DIAMETER AND HAVE MECHANICAL JOINTS THE FITTNGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR AN5I/4WWA C153/A21.5J-84. 3" TO 12" DIAMET R FITTNGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS ,SHALL BE /N ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINAION OF ANSI/AWWA CI10/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FIT17NG WITH A MECHANICAL JO/NT(S) MAYBE /N ACCORDANCE WITH ANSI/AWWA C153/A21. 53-84 AND THAT PORTON OF THE RTING IWTH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA ClIOIA21.10-82. ACCEPTANCE TESING /N ACCORDANCE Wl11 SECION 53-5.,3 OF ANSI/AWWA C153IA21.53-84 OR WITH SECTON 10-4.,3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSM/T7F0 TO THE OWNER. 6. GATF VAL VES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX. VAL VES SHALL BE DESIGNED FOR A MINIMUM WATER OPERA TING PRESSURE OF 200 PSI. GATE VAL VES SHALL BE CZ OW LIST 14, MUELLER COMPANY NO.. A2380 OR M&H. ALL VAL kES 12" IN DIAMETER OR LARGER, SHALL BE INSTALLED IN A VAUL T. SEE WATER STANDARD DETAIL FOR 12" GATF VAL VE ASSEMBL Y VAUL T AND 1 " BYPASS /NSTALLA TON. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING W H THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6" INLET AND A M. V.O. OF 5'; TWO 2-1/2" HOSE NOZZLES WITH NA TONAL STANDARD 7, 60 DEGREE V IVREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-314" PENTAGON OPERA TNG NUT OPENING BY TURNING COUNTER -CLOCKWISE (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 AT A MINIMUM OF 48" BELOW FINISH GRADE. WERE UTLITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED Wl1 1 PIPE CLEANING "PIGS" PRIOR TO D/SINFECTON. THE "POL Y PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU FT DENSITY FOAM WITH 90A DUROMETFR URETHANE RUBBER COA TNG ON THE REAR OF PIG" ONL Y. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WtL PERFORM THE CLEANING OPERA TON UNDER THE SUPERVISION OF P/E CITY /NSPECION PERSONNEL. 9A. ALL WA TER MAINS AND SERVICES SHALL BE PRESSURE TFSlED TO A MINIMUM OF 200 PS! OR 150 PSI OVER OPERA TNG PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATF HEAL lH DEPARTMENT. ALL PRESSURE TESTNG SHALL BE DONE IN THE PRESSNCE OF A REPRESENTA I VE OF THE CITY OF RENTON. 98. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTON OF 50 PPM (MINIMUM CONCElV1RAION) CHLORINE/WATER SOLUTON DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED /N ACCORDANCE WITH SECION 7-71 J(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICA IONS REFERENCED IN 1 ABOVE: 10. A PRE-CONSTRUCTON CONFERENCE !S REQUIRED PRIOR TO ANY CONSTRUCION. A MINIMUM OF THREE (3) WORKING DAYS NOTICE lS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A PFRMIT INFORMAION SHEET MUST BE SUPPLIED TO THE UTLITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARING NEW CON57PUCION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARING CONSTRUCTION. 12. !NSTALLA ION OF CORPORA IF STOPS, WA 1FR SERVICES, LINES, AND METERS SHALL NOT 8E DONE UNTIL ALL SERVICE AGREEMENTS; METER APPLICA IONS, CONS TRUCION PERMITS; AND PAYMENT OF FEES HA VE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECION TO EX/SING MAINS TO BE ACCOMPLISHED BY THE C1TY OF RENTON,, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS IWTH PRIOR APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCA VA ION AND IVA 7FR/ALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITF PRIOR TO CITY NO !FICA IONS 14. INSPECION WILL BE ACCOMPLISHED BY A REPRESENTA IVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO NOTFY THE UTLITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAIMNGS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, 80L TS, ETC.) SHALL 8E MANUFACTURED BY STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL APPROVED IN WRITNG BY THE DEPARTMENT OF PUBLIC WORKS. 17. ASPHALT AND CONCRETF STREET PAVING SHALL BE SAW -CUT TO A MINIMUM DEPTH OF TWO INCHES. Olt MAT STREETS MA Y BE SPADE CUT. ALL SURFACE CONCRETE, PA VEMENT, S/DEWALK5,, CURB, GUTTER, AND DRIVEWA Y APPROACHES SHALL BE SAW -CUT TO MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EX/SING EXPANSION JOINT. 18. A TEMPORARY COLD MIX ASPHAL T SHALL BE PLACED ON THE DA Y OF INI17AL EXCA VA ION WITH A PERMANENT SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, IWTHIN TEN DA X5 CALL FOR SUBGRADE INSPECTION PR/OR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT IWTHOUT WRITTEN APPROVAL OF THE INSPECTOR. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE 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. 20. MAXIMUM DEFLECTON FOR FULL LENGTH PIPE, PUSH -ON TYPE JOINT, 8" D.I.P. OR LARGER, SHALL BE 5; OR 19" PER 18' LENGTH. 2" OPEN PATTERN, RETURN BEND 2" BEEHIVE STRAINER 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 PLATE COVER EQUAL TO FOG-TITE METER SEAL CO. NO.2 AFTER INSTALLATION, GROUT 2" UNION METER BOX. FIELD LOCATE. AROUND PIPE. 2"x2"x2" TEE 2" 90' BEND WITH CLOSE NIPPLE BETWEEN BEND AND TEE BRONZE GATE VALVE, SCREWED EQUAL TO RED -WHITE VALVE CORP. 2" 90' ELBOW FIG N0. 280 2" GALVANIZED IRON PIPE TO FIT 2-2" 90' BENDS WITH CLOSE NIPPLE BETWEEN BENDS 2" GALVANIZED IRON PIPE O o o ° ° °o o° o ° °o 0 000 CLOSE NIPPLE 18" LONG 12" MIN. o ° °o ° o o ° °o o°° °° o CORPORATION STOP 90' BEND, I.P. THREAD 1000 0° o °o o o 0 0 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. A A PLAN VIEW DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO. 2" AIR & VACUUM RELEASE VALVE ASSIMMY Y ADOPTED CUT of ffi1POlf STANDMD MASS rar DM 12/96 DWG. NAME: BR51 SP PAGE: 8095 Wmb319508 raanoop/Y } VALVE BOX LID WITH EARS / IN DIRECTION OF WATER 2" SQUARE MAIN AND WORD "WATER" OPERATING NUT CAST INTO IT SEE DETAIL �- 4-1/4" DIA, 1/8 MIN. THICKNESS SECTION A -A 2 PIECE CAST IRON VALVE BOX, RICH-SEATTLE TYPE 1" STEEL OR OLYMPIC FOUNDARY LENGTH AS REQUIRED 1/8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MININMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. T 38" 62" 24" 3" MIN. WIDTH VALVE MARKER POST WHITE POST VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL VALVE OPERATING NUT EXTENSION MAIN LINE VALVES OUTSIDE PAVED AREAS AND VALVE 1LARIM POST Y�o ADOPTED aff or ffrANDM Fulls Uff Dm 12/96 t REVISION 113Y 1APPqR DWG. NAME: BR46 SP PAGE: B090 H. S of WA F� 33251 pFGISTER`� �SS/ONAL ENG\ ETm 12-04-04 09 2 �Coff lkzw� DESIGN RECOMMENDED FOR APPROVAL BY UDATE•, BY DA TF° BY DA 7F' 7 4711 NE 29th Place Suite 107 Bellevue, Washington 98007 425.885.78-17 Fax 425.885.7963 ENGINEERING PLANNING • SURVEYING WA TER DETAILS CORE ✓08 02052EI C6.31 SCANNED APR 22