The URL can be used to link to this page

Home My WebLink AboutS-216801PORTION OF THE NE 114 OF SECTION 5, TOWNSHIP 23 N., RANGE 5 E., W.M. SANITARY SEWER NOTES & SPECIFICATIONS I PROPERTY LINE WER MAIN T O BUILDING SEWER 1. ALL WORK MATERIALS SHALL BE 1N CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST LSIDE FUTURE EDITION OF THE WSDT/APWA STANDARDS AND SPECIFICATIONS SEWER PIPE 6.0' � BLDG SEWER 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 1N WRITING BY OUTLET TEE z• 2 "X4' STUD SERVICE ARKER THE DEPARTMENT OF PUBLIC WORKS AT 235 -2520. ALL STREET CLOSURES, L PAINT UPPER POR77ON WHITE PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 z AND STENCIL ON SIDE WORD HOURS IN ADVANCE. THE POLICE DEPARTMENT. AND 911 SHALL BE NOTIFIED 24 $ SEWER" WITH 3" HIGH HOURS IN ADVANCE. i BLACK LETTERS. J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS 6" SIDE SEWER & BUILDING SEWER FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE PLAN CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 6" SIDE SEWER 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL 1:3.•5 MIX NOTE., BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT CONC;40 E ALLOWABLE MAX SIDE SEWER SHALL HAVE A LOCATION SD AS TO AVOID DAMAGE OR DISTURBANCE. BLOCOR. CAST OR MINIMUM 5' COVER AT PROPERTY UC77LE IRON PIPE. LINE OR 3 -5' LOWER THAN THE 5. A PRE— CONS TRUC 77ON CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED 6 MIN LOWEST HOUSE ELEVA770N,. WHICH- PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S EVER IS LOWER: RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING 6 °M /N CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF T7EE THE CITY OF RENTON). IT SHALE BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY. THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL ESIG SEWER MAIN conlsrnucnoN. CONG BLOCKING ANGLE SIDE SEWER �6" OF TEE AT MAIN OVER 25' 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF ELEVA LION TTE E CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE BE INSTALLED CONSTRUCTION SIT& : �S AT CONNEC77ON O,\A O NOTE, 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE 0�( G�O MAKE TAP THROUGH CAST IRON AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ', P<J .� SADDLE SECURED TO SEWER MAIN E WITH STAINLESS STEEL BANDS CITY � c) pP� CONNECTING NEW SIDE 8. PLANS APPROVED BY THE OF RENTON, PUBLIC WORKS. DEPARTMENT SHALL TAKE WHEN PRECEDENCE OVER ALL OTHER PLANS 25'G SEWERS TO EXIS77NG MAIN. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER. 2N MIN SLOPE HORIZONTAL NTR /F7ED CLAY, PLAIN & CONSTRUCTION IS IN PROGRESS.. REINFORCED CONCRETE, D7 & TYPICAL SIDE SEWER 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS —BUILT Cl PIPE SEWER MAINS ARE TO - ELEVA.77ON BE CORE DRILLED. DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND ' SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED SIDE SEWER SERVICE DETAIL ' PROFESSIONAL SURVEYOR. 11. BACKFTLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS 3/4" SQUARES SPACED — 3/4" WITH A LOOSE. AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 18 .INCHES, — 1 8 " THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE AS INDICATED HT. 2' -0" COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE � PIPE OR TO THE SIDE OF THE TRENCH MATERIALS. HOT MIX PATCH SHALL BE O PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT cl ❑ ` 112 STANDARDS. 13. DATUM: SHALL BE CITY OF RENTON, U.S.C. AND G.S.; ❑ 1 )•: ;1j '.❑ `,. 14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED. OR 07HERMSE STABILIZED TO THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVENT70N OF ON —SITE EROSION 4" AFTER THE COMPLETION OF CONSTRUCTION. RAISE -1/2" 1 "4 WIDE BORDER 12 CL52 DIP 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FIBER JOINT FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF PACKING WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACT70N OF REQUIRED 8 -3/4" 5/8 ". BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF THE PIPE 1 -.7�4" 1/2" ' T� WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. P /PE BEDDING 45'(1/8) BEND SHALL BE PEA GRAVEL 6' ABOVE AND BELOW THE'. PIPE. 2 718^ 4^ 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED 7• ASTM D' 3034, SDR 35,' OR DUCTILE IRON CLASS 50 7 -3/4' 17. IN UN— IMPROVED AREAS, MANHOLE TO EXTEND MIN /MUM 6 INCH AND MAXIMUM 18 8" d INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL 15" DIRECT70NS TO MATCH PAVING. CAST [RON RING AND COVER e PIPE MATERIAL AS SPECIFIED BY THE ENGINEER WWP -12 -216,6 f Y ( 1 1 f f 1 1 I 1 1 T 1 1 1 T I 1 !^ II 1 PLUG TO BE SEALED -�� IN SAME MANNER AS -- - - - - -� MAIN SEWER JOINTS. 6 "o OR 8 "o CLEAN —OUT N.T.S. i — ff I " =200' Ll E�L NE. 20TH STREET Z 2 j W ¢ z lZll J W m m VICINITY MAP 0 BENCHMARK CITY OF RENTON NO. 1088 RAILROAD SPIKE 1' UP NORTH FACE POWER POLE S.W. COR. INT N.E. 20th & BLAINE AVE N. E. ELEVAT70N = 307 93 CONCRETE CLASS 3000 ASPHALT CONCRETE (3" MIN) REPLACEMENT PATCH TO BE 1" THICKER THAN PREVIOUSLY EXISTED. /4" FINAL JOINT MUST EXISTING ASPHALT 6" BE SAW —CUT CONCRETE --- - -- 6' MIN CRUSHED SURFACING TOP COURSE lI III S COMPACTED CLASS '•B" ?IU— I! �� I \ APPROVEDREQUAL. EXISTING ASPHALT CONCRETE OVER PREPARED GRADE TYPICAL STREET PATCHING goo;; ro DETAIL r N. T. S. 11 Consf�:uctecY, No 4y-1301 4va:/a/� h i`an® 15 s2168® TOUMA ENGINEERS 15M w-t vewIiry -am" W mm (t W) 2WI00 N0. f SIGN 9t APPR. OATI I Z I I I E CfTY OF RENTON DEPARTMENT OF PUBLC WORKS SANITARY SEWER EXTENSION 2005 ABERDEEN AW.. NE. SICNm: OJS DAM SEPT. 1"4 JOB NO. 525 - 124 -941 S .I OF:2