The URL can be used to link to this page

Home My WebLink AboutS-234903e i 2 `V J M eq app y o zo s: M1 � aam ° [O W O �W as Nsa W 6 =n H F- Z W W W THE CONTRACTOR'S RESPONSIBILITY. 's E W v V W 0 � N Jw G IL Q cn '6 Q i' Z 0 N -Z e i 2 z 3 la o; a SLOPE 1 1/4' VE UP TO POC 30 -1 (BUILDING VENT)- CLEAR ACCESS OPENINGS --\ GROUT BOTH SIDES (TYP.) Y PRECAST DIVIDER NOTE: TOP NOT SHOWN \-SLOT BOTH SIDES DETAIL GREASE INTERCEPTOR SCALE NONE 3C 013C800 PROVIDE IT COVER (MIN.) OVER 1 1/4" VENT 2"-0 "• PIPING (TYP. KOR -N -SEAL OR APPROVED EQUAL (TYR) —� I ROMAC 501 COUPLING - 6 DI INLET (PExFL) IE 13.45 WATER SURFA PIPE SUPPORT 6-1 TEE DI (I Cami®m GROUT ALL AROUND BOTH SIDES GREASE INTERCEPTOR (3000 GALLON CAPAC 3 3C800 3C800 OPEN TOP 6" DI SAMPLING TEE (TYP.) 24" CIA LOCKING FRAME & COVER AIR & GAS TIGHT. ADJUST TO GRADE, TYR. 3 PLACES 2,-0„ SECTION A SCALE: NONE 3C 00 3C800 SUBGRADE ELEVATION. FOR MATERIALS OVER SUBGRADE SEE SHEET 7C(G)800 ACTUAL SIDE SLOPE BY CONTRACTOR 6" DI OUTLET (FLxPE) 2 E 12.70 PUSH -ON JOINT WATERPROOFING IS REQUIRED ON ALL EXTERIOR SURFACES S" DI EXTENSION (FLxPE)" TYP 12" COARSE AGGREGATE GRADING NO. 467 PER SPECIFICATION 02223 MATERIAL GENERAL SANITARY SEWER NOTES: 1. 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 DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 2. 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. 3. 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 THE OWNER'S REPRESENTATIVE AND 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. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. FOR DATUM INFORMATION, REFER TO DRAWING G5. 8. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. 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. SEWER MANHOLES SHALL BE UNDERLAIN BY 12" OF COARSE AGGREGATE GRADING NO. 467 PER SPECIFICATION 02223. 9. 8" AND 6" SANITARY SEWER PIPE SHALL BE DUCTILE IRON CLASS 50. FLANGED PIPE SHALL BE DUCTILE IRON CLASS 53 ALL BURRIED PIPE SHALL BE POLYETHYLENE ENCASED PER SECTION 02732 OF THE SPECIFICATIONS. 10. THIS PROJECT IS NOT LOCATED WITHIN THE AQUIFER PROTECTION AREA (ARA). 11. IDENTIFYING COORDINATES OF MANHOLES SHALL BE CENTER OF STRUCTURE. TRENCH NOTES: 1. THE TRENCH WIDTH AT THE TOP SHALL BE DETERMINED BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS M eq app y o zo s: TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE �W as Nsa L) P4 cE THE CONTRACTOR'S RESPONSIBILITY. 's E z 3 la o; a SLOPE 1 1/4' VE UP TO POC 30 -1 (BUILDING VENT)- CLEAR ACCESS OPENINGS --\ GROUT BOTH SIDES (TYP.) Y PRECAST DIVIDER NOTE: TOP NOT SHOWN \-SLOT BOTH SIDES DETAIL GREASE INTERCEPTOR SCALE NONE 3C 013C800 PROVIDE IT COVER (MIN.) OVER 1 1/4" VENT 2"-0 "• PIPING (TYP. KOR -N -SEAL OR APPROVED EQUAL (TYR) —� I ROMAC 501 COUPLING - 6 DI INLET (PExFL) IE 13.45 WATER SURFA PIPE SUPPORT 6-1 TEE DI (I Cami®m GROUT ALL AROUND BOTH SIDES GREASE INTERCEPTOR (3000 GALLON CAPAC 3 3C800 3C800 OPEN TOP 6" DI SAMPLING TEE (TYP.) 24" CIA LOCKING FRAME & COVER AIR & GAS TIGHT. ADJUST TO GRADE, TYR. 3 PLACES 2,-0„ SECTION A SCALE: NONE 3C 00 3C800 SUBGRADE ELEVATION. FOR MATERIALS OVER SUBGRADE SEE SHEET 7C(G)800 ACTUAL SIDE SLOPE BY CONTRACTOR 6" DI OUTLET (FLxPE) 2 E 12.70 PUSH -ON JOINT WATERPROOFING IS REQUIRED ON ALL EXTERIOR SURFACES S" DI EXTENSION (FLxPE)" TYP 12" COARSE AGGREGATE GRADING NO. 467 PER SPECIFICATION 02223 MATERIAL GENERAL SANITARY SEWER NOTES: 1. 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 DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 2. 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. 3. 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 THE OWNER'S REPRESENTATIVE AND 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. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. FOR DATUM INFORMATION, REFER TO DRAWING G5. 8. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. 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. SEWER MANHOLES SHALL BE UNDERLAIN BY 12" OF COARSE AGGREGATE GRADING NO. 467 PER SPECIFICATION 02223. 9. 8" AND 6" SANITARY SEWER PIPE SHALL BE DUCTILE IRON CLASS 50. FLANGED PIPE SHALL BE DUCTILE IRON CLASS 53 ALL BURRIED PIPE SHALL BE POLYETHYLENE ENCASED PER SECTION 02732 OF THE SPECIFICATIONS. 10. THIS PROJECT IS NOT LOCATED WITHIN THE AQUIFER PROTECTION AREA (ARA). 11. IDENTIFYING COORDINATES OF MANHOLES SHALL BE CENTER OF STRUCTURE. TRENCH NOTES: 1. THE TRENCH WIDTH AT THE TOP SHALL BE DETERMINED BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS n 36'" MAX SECTION SANITARY SEWER TRENCH B SCALE: NONE 3C 3C800 _ S wwp2 '- 7'�J49 �y ROB ��Ga 0 AL EXPIRES: 06/05/'u8 :REGOMMENDED By e OFOR APPROVAL By By— .I CONSTRUCTION SET', `JI= -UERI: ......r - DATE I , ROLL 1 -57 2, 24X TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE THE CONTRACTOR'S RESPONSIBILITY. No 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. / 4 3. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY 12 ". CRUSHED SURFACING PIPE DIAMETER o - UNDISTURBED SUBGRADE W.LS.H.A. PER CHAPTER 296 -155 WAG. BASE COURSE 4. TRENCH SUBGRADE SHALL BE APPROVED BY OWNER'S REPRESENTATIVE TRENCH SUBGRADE PRIOR TO PLACING FILL MATERIALS. UNAPPROVED SUBGRADES SHALL MIN SEE NOTE 4 BE CORRECTED IN ACCORDANCE WITH SPECIFICATION 02225. n 36'" MAX SECTION SANITARY SEWER TRENCH B SCALE: NONE 3C 3C800 _ S wwp2 '- 7'�J49 �y ROB ��Ga 0 AL EXPIRES: 06/05/'u8 :REGOMMENDED By e OFOR APPROVAL By By— .I CONSTRUCTION SET', `JI= -UERI: ......r - DATE I , ROLL 1 -57 2, 24X