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Home My WebLink AboutS-310201� w � 0 N 0 � I OD ti�� M ® 0.50% pL SSMH RIM- 49D.53 /NV =48aoe 87v CLEANOU RIM =491.1 INV =480.5 INVse4BO03 (8'W rn W J_ 'emu By Q By > -a'DW "/90/04 CHECKED FOR COMPLIANCE TO CilY STANDARDS a- L1 DATE O a- AVOID CUTTING UNDERGROUND LINES. IT'S COSTLY O U Cal I COTE UNDERGROUND SERVICE (USA) z z w IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE 0 5 10 20 Q W REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN 1 -800- 424 -5555 C (� CALL BEFORE YOU DIG: 1- 800 - 424 -5555 SCALE 1" = 20' IY O Z Q Cn d a c o=g E -,N o �$ a$� w zi m w- S N tz II tz a 3 a_ o_ a a a 0 o w a N M � V M Z 0 V) L) U fo � 1 474 1 I e rn 472 Z j Uj Q J 314" SQUARES SPACED - 314" AS INDICATED - HT. 1/8" —E 1/2" 7 .1„ RAISE -112" WIDE BORDER CAST IRON RING AND COVER NO 7E.- IN UNIMPROVED AREAS POUR 1, -0 " ;HICK 2' -O" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 6 /NCH AND 8 /NCH CLEAN -OUT EX. 10'x30" US WEST F� EASEMENT PER ° ocn nin nnnccn-sz V1V[411V1X11-77,i CONCRETE • •: � CLASS 3000 12"0 1- FIBER JOINT PACKING 501 BEND 49l 45-(118) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER z A - PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS 480 DATUM BZEV 475.00 h ro v AFj 20431022001986 I I i l EX. 15' PUBLIC UTILITY EA- VME,1T AFj 20031022001986 131-42.68 EX SS RIM 49aw INV- 4BAoa (8N) °:zQ3 (8'W) I. !I! I EXISTING � SEWS ROUND LINE (TYP.) c�gUPE of w ti�� 95%-8" PVC ® 0.50% pL SSMH RIM- 49D.53 /NV =48aoe 87v CLEANOU RIM =491.1 INV =480.5 INVse4BO03 (8'W rn SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WTH THE STANDARDS ANO SPEC&FICA77ONS OF THE OILY OF RENTON UTILILY DEPARTMENT AND THE LATEST EDITION OF THE WSOOT/APWA STANDARDS AND SPECIFTC477ONS 2. THE HOURS OF WORK IN THE STREET RIGHT -.OF -WAY SHALL BE LGBTED TO &30 AM. TO J.30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN MM77NO BY TM: DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSUR&-Z ?ARIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WCRKS 24 7rt1T7f1S IN ADVANCE THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHAL2 BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL COIVSIRUC7701V SHALL BE IN ACCORDANCE WITH STANDARD SPSCrICA M'.S FOR MUNICIPAL PUBLIC WORKS CONSTRUCAON' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST ED: RON (APWA) AND CIIY OF RENTON STANDARD SPECIFICATION& 4. ALL LOCATIONS OF EXISTING U77LI77ES 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 PRECON57RUCHON CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUCTON. IT SHALL BE THE CCW7R4CT0R'5 RESPONSIMUTY TO SECURE ALL NECESSARY PERMITS PRIOR 70 STAR77NO CONSTRUCTION. (INSPECTION HILL BE ACL'OM/RdSHED BY A REPRE5EIVITA77W OF THE CITY OF RENTON). IT SHALL BE THE CONTRACMIR S ftWWMWTY TD NOTIFY THE U77LITY DEPARTMENT 24 -HOURS IN ADVANCE OF BAC7(FILUNG ALL CONSTRUCnQN 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CON57RUCTION. AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCToN SITE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMI7S PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF Roam PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 9. A COPY OF THESE. APPROVED PLANS MUST BE O'.' JOB S17E WHENEVER CONSTRUCLION IS IN PROGRESS la 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 SURVEYM. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE p0 LAYERS WIN A LOOSE AVERAGE DEPTH OF 6.INCHES MAXIMUM DEPTH OF 8 INCHES 7HORO UGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LA YERS MUST EXTEND FOR DIVE PIPE DIAMEIER ON EACH.. SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH, MATERIALS TO COMPLETE THE ALL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EVS77NG TRAVELED ROADWAY SHALL BE BACKFILLED WIN CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO'.. 774E EVS77NG ASPHALT SHALL BE NEAIUNE CUT W7H SAW IN A CONI7NUOUS LINE. A.. TEMPORARY MIX PATCH MUST BE P1 IMMEDIATELY AFTER- BACKMILL AND COMPAC770N. A PERMANENT HOT MIX PATCH SHALL BE PLACED W7HIN 10 DAYS AND SHALL BEPER CITY OF RENTON CURRENT STANDARDS 13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND GS 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWSE STABILIZED TO THE SA77SFAC77ON OF THE DEPARTMENT FOR 774E PREVEN7701V OF ON -SITE EROSION AFTER THE COMPLE7701V OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA7701V IN ACCORDANCE WTH SEC7701V 7- 02.30) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONS7RUC77ON. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOLTOM OR THE TOP OF THE FOUNDA77ON MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SOR 35, OR DUCTILE IRON CLASS 50 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING. S - 3/O ?OI c�gUPE of w ti�� RECOMMENDED q FOR APPROVAL eY 'emu By By > -a'DW "/90/04 CHECKED FOR COMPLIANCE TO CilY STANDARDS DATE 7 DATE AVOID CUTTING UNDERGROUND LINES. IT'S COSTLY DATE Cal I COTE UNDERGROUND SERVICE (USA) before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE g• EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN 1 -800- 424 -5555 HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTIUTIES NOT SHOWN OR UTIUTIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 SCANNED OCT 0 8 :2 °10- C c .. c /