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Home My WebLink AboutS-209001�7 LF B"0 ® S =0.57 SAN /TARy SE{q/EiP E-'vd97- RECORDING # 9302.181582 - 406 39-1 396 SEC77ON 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 4. 20.00' UAL1TY EASEMENT SEE RECORDING N0.8706170929 EX. 12-0 CUP (STORM) T T 'T I FT I I WMAININA GRAPHIC SCALE ( IN IEsr ) I inch = 20 R HORIZONTAL CONTROL BASIS OF BEARING - K. C. A.S. VERTICAL CONTROL us cac s DA7UM -CITY OF RENTON USC & GS DATUM BENCHMARK - TOP CEN 7BY BOLT ON FIRE HYDRANT LOCATED 290' N. & 50' E OF THE N.E. PROPERTY CORNER. LLEVA77ON = 394.98" �I 5i 00y Otoo 1 9 ' B II II 0 MH) 1 0 p r I 7JG DRIVEWAY EXISTING DRIVEWAY i � I w II z,_ 'ail SANITARY SEWER NOTES & SPECIFTCA77ONS (CITY OF RENTON) 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEC /FICA77ONS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LATEST EDI770N OF THE WSDOT /APWA STANDARDS AND SPECIFTCATTONS. 2 THE HOURS OF WORK 11V THE S7REET RIGHT-OF-WA Y SHALL BE LIMIT TO 8.-30 A.M. TO 3-30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL S7REET CLOSURES, PAR77AL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE. J. ALL C0NS77?UC770N SHALL BE IN ACCORDANCE WITH STANDARD SPECIF7CA77ONS FOR MUNICIPAL PUBLIC WORKS CONS 7RUC77ON° PREPARED BY WASHINGTON STATF CHAPTER AMERICAN PUBLIC WORKS ASSO CIA 770N, LA7EST ED/77ON (APWA) AND CITY OF RENTON STANDARD SPECIRCA77GNS 4. ALL LOCA77ONS OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMA7E AND IT SHALL BE THE CON7RACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 5 A PRECONSTRUCRON CONFERENCE AND A 24 -HOUR N077CE SHALL BE REQUIRED PRIOR TO STARTING NEW CONS7RUC770N. IT SHALL BE THE CON7RACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77MG CONS7RUC770N. (INSPEC7TON PALL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF RENTON.) IF SHALL BE THE CONTRANCTOR S RESPONSIBILITY TO N077FY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACK9LLING ALL CONS7RUC770NN, 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF C0NS77?UC770N AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONS77?UC7701V SITE. 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN S7REET USE AND ANY OTHER RELATED PERMITS PR /OR TO ANY CONS7RUC770N. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT 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 CON]RACTOR SHALL PROVIDE THE CITY OF RENTON WT7N 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 B07H SIDES OF THE PIPE IN LAYERS WITH A LOOSE- AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. 771ESE COMPACTED LAYERS MUST EX7FND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE 7RENCH. MATERIALS TO COMPLETE 77JE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR U77LITY 7RENCHES ON EXIS77NG 7RAVELED ROADWAY SHALL BE BACKFILLD WNH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXIS77NG ASPHALT SHALL BE NEA7LINE CUT NTH SAW IN A CON77NUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMDIA TEL Y AF7ER BACKFILL AND COMPAC770N. A PERMANENT HOT MIX PATCH SHALL BE PLACED W77H/N 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS CITY SEWER i PRIVATE SEWER co i I r ` 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE LU a SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SI7F EROSION AFTER THE COMPLETION OF CONSTRUCTION. i PROPOSED GRADE EXIS77NG GROUND � l ACCORDANCE WI7H SEC77ON 7- 023(1) OF THE CURRENT STA7F OF WASHINGTON STANDARD 7 L 80 -d r SPECIfICATONS FOR ROAD AND BRIDGE CONS7RUC770N. THIS SHALL INCLUDE NECESSARY t I I qq OUNIFORM/GRADE Q I V II J95 PLACEMENT ANDECOUPAC ON OF REQUIRED BEDDING MATERIADAT SO THAT 0S= 0.57 I I � t `! I 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED AS7M D 3034, i _ I 205 LF 8° ® S 0. = 5� FRIVAIE SEWER) FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING. I EX. 8'2 PIPE I ®S= 1787 EX. 1210 bMP STORM MH 12I (STANDARD A(H) I EXISTING H MH F.A. SHALLOW M Zo TOP INV. l INV. 398 -0'0 39227 6° STUB T 39217 T TOP Q'9k3 t F.A. 1 INV. IN 3 1.00 '390.90 INV. IN 391.14 OUT A1.04 1 I INV. OUT 1NV. SCAL : HORIZONTAL ; = 20' CONTRACTOR TO f7ELD 1NV. IN 391.14 6° SS SlU� f/ER11�AL 1 - 5 VERIFY IN 7S PRIOR 4. 20.00' UAL1TY EASEMENT SEE RECORDING N0.8706170929 EX. 12-0 CUP (STORM) T T 'T I FT I I WMAININA GRAPHIC SCALE ( IN IEsr ) I inch = 20 R HORIZONTAL CONTROL BASIS OF BEARING - K. C. A.S. VERTICAL CONTROL us cac s DA7UM -CITY OF RENTON USC & GS DATUM BENCHMARK - TOP CEN 7BY BOLT ON FIRE HYDRANT LOCATED 290' N. & 50' E OF THE N.E. PROPERTY CORNER. LLEVA77ON = 394.98" �I 5i 00y Otoo 1 9 ' B II II 0 MH) 1 0 p r I 7JG DRIVEWAY EXISTING DRIVEWAY i � I w II z,_ 'ail SANITARY SEWER NOTES & SPECIFTCA77ONS (CITY OF RENTON) 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEC /FICA77ONS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LATEST EDI770N OF THE WSDOT /APWA STANDARDS AND SPECIFTCATTONS. 2 THE HOURS OF WORK 11V THE S7REET RIGHT-OF-WA Y SHALL BE LIMIT TO 8.-30 A.M. TO 3-30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL S7REET CLOSURES, PAR77AL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE. J. ALL C0NS77?UC770N SHALL BE IN ACCORDANCE WITH STANDARD SPECIF7CA77ONS FOR MUNICIPAL PUBLIC WORKS CONS 7RUC77ON° PREPARED BY WASHINGTON STATF CHAPTER AMERICAN PUBLIC WORKS ASSO CIA 770N, LA7EST ED/77ON (APWA) AND CITY OF RENTON STANDARD SPECIRCA77GNS 4. ALL LOCA77ONS OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMA7E AND IT SHALL BE THE CON7RACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 5 A PRECONSTRUCRON CONFERENCE AND A 24 -HOUR N077CE SHALL BE REQUIRED PRIOR TO STARTING NEW CONS7RUC770N. IT SHALL BE THE CON7RACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77MG CONS7RUC770N. (INSPEC7TON PALL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF RENTON.) IF SHALL BE THE CONTRANCTOR S RESPONSIBILITY TO N077FY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACK9LLING ALL CONS7RUC770NN, 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF C0NS77?UC770N AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONS77?UC7701V SITE. 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN S7REET USE AND ANY OTHER RELATED PERMITS PR /OR TO ANY CONS7RUC770N. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT 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 CON]RACTOR SHALL PROVIDE THE CITY OF RENTON WT7N 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 B07H SIDES OF THE PIPE IN LAYERS WITH A LOOSE- AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. 771ESE COMPACTED LAYERS MUST EX7FND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE 7RENCH. MATERIALS TO COMPLETE 77JE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR U77LITY 7RENCHES ON EXIS77NG 7RAVELED ROADWAY SHALL BE BACKFILLD WNH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXIS77NG ASPHALT SHALL BE NEA7LINE CUT NTH SAW IN A CON77NUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMDIA TEL Y AF7ER BACKFILL AND COMPAC770N. A PERMANENT HOT MIX PATCH SHALL BE PLACED W77H/N 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS 77 - 77 T -r _p } Q� � pF WA @h� PNiorthwest ~ Engineering a 37 (p f 93 63 T , - -0 W"'il Fss ONAL E N 8839 01 W I 500' Bellevue, Washington 206 - 867 -9800 EXPIRES: ocr. 19, N.E. 12TH STREE ;�rii'FnC 1,vL FOP API sC UFlL a F / ./ .. l QI II - AS - �"T 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND GS co i I r ` 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE LU a SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SI7F EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPUR7ENANCES SHALL BE LAID ON A PROPERL Y PREPARED FOUNDA77ON IN ACCORDANCE WI7H SEC77ON 7- 023(1) OF THE CURRENT STA7F OF WASHINGTON STANDARD r SPECIfICATONS FOR ROAD AND BRIDGE CONS7RUC770N. THIS SHALL INCLUDE NECESSARY t I I qq OUNIFORM/GRADE Q I V II J95 PLACEMENT ANDECOUPAC ON OF REQUIRED BEDDING MATERIADAT SO THAT THE EN77RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING t `! -- BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED AS7M D 3034, _oL_n3- 9�OR 35, OR DUCTILE IRON CLASS 50. q3 17.�N_INIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAX /MUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING. 77 - 77 T -r _p } Q� � pF WA @h� PNiorthwest ~ Engineering a 37 (p f 93 63 T , - -0 W"'il Fss ONAL E N 8839 01 W I 500' Bellevue, Washington 206 - 867 -9800 EXPIRES: ocr. 19, N.E. 12TH STREE ;�rii'FnC 1,vL FOP API sC UFlL a F / ./ .. l