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Home My WebLink AboutS-23490Aq N IV en 1 w z P�1 0 OWN c� 3 0 �i N O 0 co U Z o o � 0 N N M O � z WWP -'% 4Tj* GROUT ALL / SLOT AROUND BOTH SIDES SECTION A SCALE: NONE 3C800 3C800 SUBGRADE ELEVATION. FOR MATERIALS OVER SUBGRADE SEE SHEET 1C(G)800 w a UNDISTURE SUBGRADE ACTUAL SIDE SLOPE BY CONTRACTOR WARNING TAPE BEDDING MATERIAL 12" CRUSHED SURFACING BASE COURSE TRENCH SUBGRADE SEE NOTE 4 SECTION SANITARY SEWER TRENCH SCALE: NONE 3C 3C800 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 ENCASEG 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. $44RA90A AS BUNT 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. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY W.I.S.H.A. PER CHAPTER 296 -155 WAC. 4. TRENCH SUBGRADE SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING FILL MATERIALS. UNAPPROVED SUBGRADES SHALL BE CORRECTED IN ACCORDANCE WITH SPECIFICATION 02225. Rw� La. tN CR``'Y 1• spy hQ :yad.'t SlONAL' EXPIRES: O6 /OS /'00 RECOMMENDED BY — o FOR APPROVAL BY 1 *m m- e- m m s - -- a - -- w o W.4 RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. I - -rm- mms -- -- t I RECORD DRAWING; � o � 8 CLEAR ACCESS OPENINGS GREASE INTERCEPTOR (3000 GALLON CAPACITY) ° p GROUT BOTH I SIDES (TYP.) I_- " N [n / Z' 15 °o °0 m° <aN M z W w PRECAST OPEN TOP 6" DI �3a Of r DIVIDER SAMPLING TEE (TYP.) o; LLJ OJ L SLOPE 1 1/4" VENT °vim z w W Ld L'-I UP TO POC 30 -1 w > U w 2 (BUILDING VENT) NOTE: TOP NOT SHOWN SLOT BOTH SIDES J Ld ¢ DETAIL GREASE INTERCEPTOR " Q n SCALE: NONE 3C 013C800 0 w Q a Z N a z 24" DIP, LOCKING FRAME & L _ w PROVIDE 12" COVER (MIN.) COVER AIR & GAS TIGHT. a J 21 - o OVER 1 1/4" VENT ADJUST TO GRADE, TYP. U 2' -0" .) 3 PLACES 2, -0» KOR -N -SEAL ° a� o ° OR APPROVED EQUAL (TYP) N 6" DI OUTLET Z " :� (FLxPE) rn L E O WATER SURFACE IE 12.70 N 3 E Q Z aw ROMAC 501 PIPE PUSH -ON JOINT PRECAST Y �a COUPLING SUPPORT DIVIDER WATERPROOFING E 6" DI INLET 6" TEE DI (FLxFL) < IS REQUIRED ON ALL a m' E (PExFL) WITH EXTENSION < EXTERIOR SURFACES rnN IE 13.45 (FLxPE) �I 6" DI EXTENSION (FLxPE), TYP -O° a� < 12" COARSE AGGREGATE GRADING NO. "67 PER SPECIFIC^TION 02223 OWN c� 3 0 �i N O 0 co U Z o o � 0 N N M O � z WWP -'% 4Tj* GROUT ALL / SLOT AROUND BOTH SIDES SECTION A SCALE: NONE 3C800 3C800 SUBGRADE ELEVATION. FOR MATERIALS OVER SUBGRADE SEE SHEET 1C(G)800 w a UNDISTURE SUBGRADE ACTUAL SIDE SLOPE BY CONTRACTOR WARNING TAPE BEDDING MATERIAL 12" CRUSHED SURFACING BASE COURSE TRENCH SUBGRADE SEE NOTE 4 SECTION SANITARY SEWER TRENCH SCALE: NONE 3C 3C800 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 ENCASEG 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. $44RA90A AS BUNT 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. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY W.I.S.H.A. PER CHAPTER 296 -155 WAC. 4. TRENCH SUBGRADE SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING FILL MATERIALS. UNAPPROVED SUBGRADES SHALL BE CORRECTED IN ACCORDANCE WITH SPECIFICATION 02225. Rw� La. tN CR``'Y 1• spy hQ :yad.'t SlONAL' EXPIRES: O6 /OS /'00 RECOMMENDED BY — o FOR APPROVAL BY 1 *m m- e- m m s - -- a - -- w o W.4 RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. I - -rm- mms -- -- t I RECORD DRAWING;