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Home My WebLink AboutS-23230E25.00' WALL 1 4.76 COMPACTOR PA 14.66 RAMP CURB 1 5.06 TOC 14.76 A co 3C800 3C800 co 1.00' 15.06 TOC ` -14.55 GRT 14.76 4 Q0I CURB---' LIP AT EDGE OF PAD HEIGHT VARIES j o I 00 13' -1" CLEAR ACCESS OPENINGS GROUT BOTH 111 SIDES (TYP.) 1 I I PRE 'AST DIVIDER 2" VENT TO r NOTE: TOP NOT SHOWN OT BOTH SIDES BLDG, IE 13.60--/ DETAIL GREASE INTERCEPTOP BOLLARD CURB TO ABUT / LOADING DOCK 15.06 TOC WALL 14.76 COMPACTOR PAD 14.56 RAMP DETAIL CONCRETE COMPACTOR PAD SCALE:NONE 3C29 3C8G0 AT EDGE [LIP OF PAD HEIGHT VARIES COMPACTOR j PAD // RAMP SECTION CONCRETE COMPACTOR PAD SCALE:NONE 3C 00 3C800 KOR -N -SEAL OR APPROVED EQUAL (TYP) 4" DI INLE� IE 11.02 PRE -CAST CONCRETE VAULT, UTILITY VAULT GO. MODEL 712 -GA OR APPROVED EQUAL A 3C800 3C800 OPEN TOP SAMPLING TEE (TYP) 3C29 3C800 - 24" DIA LOCKING FRAME & COVER AIR & GAS TIGHT. ADJUST TO GRADE, TYP. 2" VENT 3 PLACES PIPING (TYP) N WATER SURFACE LJ PRECAST DIVIDER I I 4" TEE WITH EXTENSION O N N N 8" DI OUTLET IE 10.50 GENERAL SANITARY SEWER NOTES: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 6:00 A.M. TO 11:00 P.M. 7 DAYS A WEEK UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION D!'vISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE 140FIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. 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. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING 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. 8. 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 BENTONITE WATER - PROOFING WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR IS REQUIRED ON ALL EXTERIOR SURFACES 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH 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. 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" STRUCTURAL FILL GROUT ALL SLOT AROUND BOTH SIDES 8' -2" 4' 1" SECTION %K) 3C300 3C800 A=CT I BACKFILL MAT'L B BY CONTRACTOR (S1, F1 OR 72) IIAIBI I - I -V ) A 1-111- I U w I I L S N WATER SURFACE LJ PRECAST DIVIDER I I 4" TEE WITH EXTENSION O N N N 8" DI OUTLET IE 10.50 GENERAL SANITARY SEWER NOTES: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 6:00 A.M. TO 11:00 P.M. 7 DAYS A WEEK UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION D!'vISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE 140FIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. 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. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING 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. 8. 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 BENTONITE WATER - PROOFING WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR IS REQUIRED ON ALL EXTERIOR SURFACES 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH 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. 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" STRUCTURAL FILL GROUT ALL SLOT AROUND BOTH SIDES 8' -2" 4' 1" SECTION %K) 3C300 3C800 A=CT I BACKFILL MAT'L B BY CONTRACTOR (S1, F1 OR 72) IIAIBI I - I -V ) A 1-111- 8" DI OUTLET IE 10.50 GENERAL SANITARY SEWER NOTES: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 6:00 A.M. TO 11:00 P.M. 7 DAYS A WEEK UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION D!'vISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE 140FIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. 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. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING 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. 8. 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 BENTONITE WATER - PROOFING WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR IS REQUIRED ON ALL EXTERIOR SURFACES 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH 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. 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" STRUCTURAL FILL GROUT ALL SLOT AROUND BOTH SIDES 8' -2" 4' 1" SECTION %K) 3C300 3C800 SIUI I A=CT I BACKFILL MAT'L B BY CONTRACTOR (S1, F1 OR 72) IIAIBI I - I -V ) A 1-111- I U w I I L S BEDDING AND BACKFILL TYPE F3 FOR RIGID PIPE & T ; W PIPE HAUNCHES FOR PIPE DIAMETER CUT OUT SOFT AREAS 36" UNDISTURBED J MAX DEPTH. PLACE GEOTEXTILE SUBGRADE 6" MIN 6" MIN FABRIC AND BACKFILL W /F1 TYPE MATERIAL (CRUSHED SURFACING BASE COURSE) AS DIRECTED BY THE OWNERS 36" MAX REPRESENTATIVE SECTION SANITARY SEWER TRENCH SCALE:NONE TYP 3C800 wwp -97 - 2 717 TRENCH NOTES: 1. THE TRENCH WIDTH AT THE TOP SHALL BE DETERMINED BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS. TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE THE CONTRACTOR'S RESPONSIBILITY. 2. THE HEIGHT AND THE SUPPORT OF THE VERTICAL SECTION SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS. 3. PIPE BEDDING AND INITIAL BACKFILL SHALL BE ENCASED IN FILTER FABRIC WHERE SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. 12. OPEN CUT ROAD 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 LINE. 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. FOR DATUM INFORMATION. REFER TO DRAWING G5. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED 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. MANHOLES SHALL BE UNDERLAIN BY 12" OF STRUCTURAL FILL. 16. SANITARY SEWER PIPE SHALL BE DUCTILE IRON CLASS 50, POLYETHYLENE ENCASED PER SECTION 02732 OF THE SPECIFICATION 17. THIS PROJECT IS NOT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA). 4. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY RECORD DRAWING INFORMATION COMPILED W.I.S.H.A. PER CHAPTER 296 -155 WAC. FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR 5. COMPACT BACKFILL TO 95 PERCENT IN FUTURE PAVED ZONES COMPLE_TE_NESS OF CO_NT_RA_CTO_R'S RECORDS. AND TO 85 PERCENT IN LANDSCAPE AREAS. CDF BACKFILL & BEDDING �m - - ®q gyp- A' SHALL BE USED AT LOCATIONS WHERE NON- SETTLING BACKFILL IS ��n`��w4 ,ys�S'Ga 'RECORD ®fl/i ING 0 REQ'D AS DIRECTED BY OWNER'S REPRESENTATIVE. a °-- °--- °w °-- - - - - -r - s - - s - - - - - - - - - - r AS-BU T y ° �� ti RECOMMENDED sv i ZONAL'z✓ir :FOR APPROVAL B 1 I� I EXPIRES: 06 /05 /'00 �®rn-osr®a®s-esa®d� IMLA. I 5 &2 473 . .5- 13236E s 0 z •o • M z� 0 0 zr off F C n D Z, �' � D z71 cn �77 m O C D _ rn �1 o F-1 rT < a = Frl r9 rn rT (I) I n a CO goc rn r om F-1 z 0 D_ f N C� CPr I o � w��o n _ co W o N O � 0 _j J 0 O J w C ol B 0 m z o „° 1 °p N wp � g m 1 n N o � ° N _ W R I IMLA. I 5 &2 473 . .5- 13236E s 0 z •o • M z� 0 0 zr off F C n D Z, �' � D z71 cn �77 m O C D _ rn �1 o F-1 rT < a = Frl r9 rn rT (I) I n a CO goc rn r om F-1 z 0 D_ f N C� CPr I o � w��o n _ co W o N O � 0 _j J 0 O J w C ol B 0 m z o „° 1 °p N wp � g m 1 n N o � ° N _ W R I