The URL can be used to link to this page

Home My WebLink AboutS-276302E i ti i i i I if Q TAI R - ti 2 J fle Q I cAPtiA n, ,, DINQ r1cTT T3utuilVT, �+'+.d%• 3i. FF. � 25.33 u T'-IS (S) P.E1W4E EX�? IMdI I REP' tM W/ CoNc, SLAB / TAXI WAY ........ ....... ........................ .... ............ I 'ti -0+0' (CR PA" 1 FIXED '^ "S O OWNERS OPTION) TO TRANSTiON GRA3ES & BOI-LARDS PER CITY OF RENTON STDS I- DIRECT RM -OFF T T 1 375.0' -1 PLAN W&J�G RUNWAY BEYOND 4- Z I i �z k � Z W U Cell d FA W4$Jij 22 ..... CK w IGCP---1 I Z fill LXA1OM Et % 41twv I STJ�Rpy F`04 .erf, kkw' S'IKA", Be CDWr- 1yg,q, EZ%uAL TO Ir " F -5 1'0 � OR SOW TYPE S UCm AS ^L LOW W( + °i u , • W & >ti in A%0 WU.E,LEER SyKR CE*'4. O% 200 0TW 6' WEC)"4%4A. :4N'T WAtw VALE OPEIW04 Ir40 2 -t/r CION OECrIONS 14Afi0WA,L 51Al41DARD TWWA%03. 4' IP'lb%%A" c' F%ftIEEC%ft OGr OF ; SEATUE TWA" 011I# A WORT2 AZ1,PT0 a SEATTLE TREAD : s' sman- ATTAR WTW 11W S A.AYLESS S1EU s -a /4z mFw =4 u >Qr.,saL:g sze?,WAN7 TO tit IiAiIN r1TH r06 CoA1S CW 1AL beT FeESEGArive P 9'A^11 no 43-M SOEW VVIL00 CA RENA4. rlyw:¢ai C1" TO FARCE MOAlDNAT ALSSIEWSI.s. E FOE %"Im"', £X'JE-v'9ow TO K um IS W0,00 ....... ... 24 - •.... 7f ld .... ............. WATER I'RAVILF IL! .. 22 ........ ....... ........................ .... ............ ..... -._------------------ _.'.20 ........... .......... I.......... _.. ................. 9 =D' YE.t6 .._.:18 ....... ... 24 - •.... 7f ld .... ............. ......... .............. .. 22 ........ ....... ........................ .... ............ ..... -._------------------ _.'.20 ........... .......... I.......... _.. ................. - ... _ ..... ........... .._.:18 Oa tr. SE :NO BACK 04' SIDEWALK t T?-AT IS AO.ACENT TO CURB TV'K3 -PIECE CAST IRON VALVE BOX VVHTH LUG TYPE COVER. !� EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8' TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION a:k REOU,RLU (SEE DVIV. OR46 / PAGE SOSO). MAX 4' A I u ' I RAISED PAVEMENT MARKER TYPE 88 AS I II / STIMSONITE TWO -WAY BLUE. x s!<A /% CONCRETE BLOCKING � fi � Vo�Y IGI C,JD&CR4ETE 8�.fCKLSC C :_ ^,_s TUE. w',- €- FLAAAC.E SIDE OUTLET. `6' GATE VALVE (FL X MJ) AWWA C -503, RESILIENT SEAT F - 6 Cvc'm E E IRON PIPE. LASS 52 CEMENT LINED. LENGTH TO FIT TWO 3/4' STEEL TIE ROOS SEE STO DETAIL FOR TIE ROOS. WATER UTILITY- GENERAL NOTES 1. ALL WORK MATERIAL SHALL BE IN 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 IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277 -6222 24 HOURS IN ADVANCE. THE POUCE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CA-1 48 -HOURC LOCATORS, 1- 800 -424 -555. _ 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 COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE 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 IN ACCORDANCE WITH ANSI /AWWA C110/010-82. CEMENT UNNG SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE ACCORDANCE WITH EITHER ANSI /AWWA C11O/A21.10-82 OR .ANSI /AWWA C153/A21.53 -84. 3INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA CI10/A21.10.82 OR A COMBINATION OF ANSI /AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WTH ANSI /AWWA C11O /AA21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANS /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA CIIO /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 I WITH R - 0 DISC BONZE WEDGING DEVICE AND O-RING STUFFING BOX. VALVES SHALL BE DESiGALD FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW UST 14, MUELLER COMPANY NO A2380, OR M & H. ALL VALVES 12' IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12' GATE VALVE ASSEMBLY VAULT AND 1' BYPASS INSTALLATION. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WTH THE PRESSURE) CONFORMING TO AWWA C- 504-80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2 -1/2 LOCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1 -3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFUCTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED PITH PIPE CLEANING 'PIGS' PRIOR TO DISINFECTION. THE 'POLY PIGS' SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 1B /CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 'PIG" ONLY. 'PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR WHO WILL PERFORM THE CLEANING OPERATION. A. ALL WATER MANS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PS OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN TIE PRESENCE OF A REPRESENTATIVE.. OF THE CITY OF RENTON B. ALL WATER MANS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOC HLORITE SHALL NOT BE PLACED IN THE PIPE AS LAD. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN I ABOVE. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING, PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, UNE AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MANS TO BE ACCOMPUSHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CI-1, NOTIFICATIONS. 14. INSPECTION WILL ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBUTY TO NOTIFY THE CITY INSPECTOR 24 HOURS N ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. IT ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT, ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE A SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON P^vuC Y, WI 1- T` INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 W UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED .AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SANITARY SEWER NOTES & SPECIEICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST nI N OF THE t ED 0 t WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTA "ON DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTIUTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CTY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY NSPECTOR 24 HOURS IN ADVANCE OF BACK- FILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. B. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON .THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER. SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS MATH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN COT ROADS CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS UNE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWSE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION Or ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. I ON A PROPERLY PREPARED 15. A PIPE AN APPURTENANCES SHALL BE LAD ALL D FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL Be' POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE !RON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECITONS TO MATCH PAVING. r / UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIUTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. AND THEN POTHOLING ALL OF 1H1 SHALL INCLUDE CALLING UTILITY LOCATE ®1-800-424-5555 S LL CL THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. LEVEN HANGAR FACILITY I I, F. po P" WASy f 243 W. PERIMETER ROAD, MUNICIPAL AIRPORT RENTON, WA afo �ER��\�� NOTES & DETAILS sroNA` ENp EXPIRES 3/8 2001 C3 OF 3 ze,r /49 6 : 4 : :.� M- POE Engineering Inc. CONCRETIE 6t COCK LkNOER "YORANT 1/3 CU YO WAS04CO DRAIN ROCK (3" TO 3/8') APPROVED APPROVED APPROVED CIVIL & STRUCTURAL ENGINEERING /CONSULTING 400 WEST GOWE STREET, SUITE 310 EIRE HYDRANT ASSEMBLY KENT, WASHINGTON 98032 wv* sa ?"Jri? BYe9:..A DATE 3-22-49 BY DATEy L)'_ `DATE (253) 859 -5121 / FAX (253) 859 -5207 wwp.s'.&7dT I Aft r 15V E -1 I