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Home My WebLink AboutS-338706al MORTA6 RLLET 6- MIN. 1 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. FINISHED GRADE b T B -x 8 1x 1/4 _ 57EEL PLATE 45' BEND / WI7H PLUG WYE �- PLUG PVC PIPE DIAMETER AS N07ED ON THE PLANS (LANDSCAPE AREA OF BLDG. SERWCE) CLEANOUT DETAIL NO SCALE CAS77NG INLAND fDRY NOTES.• OR EQUAL. PT1714 - SEE DETAIL 51.4. 1. STEPS TO BE J14-0 DEFORMED BAR N AO ✓U57YENT 4" MIN. 2 STEPS ARE TO BE 1N PLACE BEFORE SAN /TARYSEWER NOTES CONE 3 CASTING TO BE PER DRAWING BR29 RUBBER GASKEIED JOINTS IN ACCORDANCE WIN ASIM C -443 4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST SEC770N PRECAST CONCRETE STEPS - 3/4- DEFORMED BAR 5 ALL JOINTS SHALL BE GROUTED. STEPS SHALL BE INCLUDED N� 6. SAN /TARY SEWER MANHOLES SHALL HAVE CONCRETE RISER BY PIPE INC., ALL INTERIOR SURFACES, INCLUDING 1. ALL WORK MATER IALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIF /CATIONS OF THE CITY OF RENTON CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COA RIG- WASSER MC- CONSEAI OR APPROVED EQUAL, COLOR OF UTILITY DEPARTMENT AND THE LATEST EDITION OF THE W.SDOT/APWA STANDARDS AND SPEC /FICA TONS. COA771VG SHALL BE WHITE. MAX PIPE SIZE - 21" LD. 7 RUBBER GASKETED ✓OIN75 SHALL BE IN 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3.•30 PM ON WEEKDAYS UNLESS CONFORMANCE WITH ASIM C -443 OR GALVANIZED STEEL OTHERWISE APPROVED IN WRI77NG BY THE DEPARTMENT OF PUBLIC WORKS AT 425- 430 -7200. ALL STREET CLOSURES, CONTRE/E SHELF r ` w PAR77AL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE.. THE POLICE PIPE. W Ld DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077FIED 24 HOURS IN ADVANCE. OR CAST IN SHELF. USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. Z J. ALL C0NS7RUC77ON SHALL BE IN ACCORDANCE WITH STANDARD SPEC /FICA 77ONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCT /ON" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOC /A77ON (APWA), LATEST ED177ON AND THE CITY OF RENTON STANDARD SPECIFICATIONS. w !1 Z 1�7 Q 4. ALL LOCATIONS OF EX/S17NG U7ILl71ES SHOWN ARE APPROX IMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA 770N SO AS TO AVOID DAMAGE OR DISTURBANCE. t^ -W v1 Q 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO START /NG NEW CONSTRUC7701V IT SHALL BE 7HE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMI7S PR /OR TO STARTING - CONSTRUC770N. (INSPECTION W/LL BE ACCOMPLISHED BY A REPRESENTA 77VE OF 7HE CITY OF RE7/70N). IT SHALL BE THE CON7RACT0RS RESPONSIBILITY 70 NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUC77014 ry W 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF C0NS7RUC770N AND FOR THE SAFETY WOF WORKERS AND OTHERS ON THE CONS7RUCTON S17E. w N 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PR /OR TO ANY CONSTRUC770N. a 8. PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 6 N z 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S17E WHENEVER CONSTRUC7ON IS IN PROGRESS. a N N 10. THE CON7RACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SAN /TARY SEWER SY57EM WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WNH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX /MUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 959 OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE M z a ^� TRENCH. MATER /ALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE 7HE SAME AS DESCR /BED. 5 a 12. OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXIS77NG TRAVELED ROADWAY SHALL BE BACKF/LLED W/TH o O Q a CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO EXISTING ASPHALT SHALL BE AEA 7L /NE CUT WITH A SAW IN x E"1 3 A CONTINUOUS LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED /MMEDIA TEL AFTER BACKFILL AND COMPAC770N. H N 9 :a A PERMANENT HOT MIX PATCH SHALL BE PLACED VI THIN 10 DAYS AND SHALL BE PER CURRENT CITY OF RENTON w STANDARDS. tV CY G 13. DATUM SHALL BE CITY OF RENTw,, NA VD 1988 (METERS) AND NAD 198311991 (METERS) 14. ALL D /57URBED AREAS SHALL BE SEEDED AND MULCHED OR 077-IERWISE STABILIZED TO THE SA77SFAC77ON OF THE w m DEPARTMENT FOR THE PREVEIV77ON OF ON -SITE EROSION AFTER THE COMPLE77ON OF CONS7RUC77ON. m P 15. ALL PIPE AND APPUR7ENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE WITH SEC77ON x �I y o 7- 023(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPEC /FICAT/ONS FOR ROAD AND BRIDGE CONSTRUC770N THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA 77ON MA 7ER /AL AS WELL AS PLACEMENT AND COMPAC77ON OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO 7HAT THE EN77RE LENGTH OF . PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE7ED ASTM D 3034, SDR 35 OR 00071LE o IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUCT /LE IRON PIPE CONFORMING TO LATEST REVISION OF AWWA C110 & C711, THICKNESS CL. 52. 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A M/N /MUM OF 6" AND A MAX /MUM OF 18" ABOVE FIN /SHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING. T a 18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONS7RUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY 8 DEV /A 77ON FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC o AGENC /ES. y 19. LOCA 77ONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX /MA 7E. FOR DIMENSIONED d LOCA 77ONS OF THESE IMPROVEMENTS, REFER TO THE ARCH17FCTURAL S17F PLAN. IMPROVEMENT AND S7RUCTURE LOCA 77ONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. z ° 20. ALL MANHOLES SHALL BE PER 7HE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALL MANHOLES SHALL HAVE A MINIMUM 0.10 FOOT TO MAX /MUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PR /OR TO FINAL PAVING OR LANDSCAPING. i � m ui o - g 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95.9.1 OF THE MAX /MUM DRY DENSITY PER ASTM D- 1557 -70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE- THE P /PE. THE REMAINING BACKFILL MAY BE TO 909 IF °d e NOT IN AN AREA OF FUTURE PAVEMENT OR S7RUC7URAL FILL. TRENCH BACKFILL AND COMPACTION SHALL BE COMPLE7ED PR /OR TO 7ES77NG LINES FOR LEAKAGE. U Como U U U G 22. ALL SIDE SEWERS SHALL BE A MIN /MUM 6" DIAMETER AND HAVE A MIN /MUM SLOPE OF 2.09 PROPERTY /LOT CORNERS AND /OR BUILDING LOCA 77ONS AND FINISH GRADES SHALL BE ESTABLISHED IN 7HE FIELD PR /OR TO ANY SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. IRE N $ N Q CONTRACTOR SHALL MAIN74111V ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS ALL SIDE SEWERS SHALL BE TESTED AT THE 77ME OF MA IN L /NE 7ES77NG 23. WHERE A WASER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3 10" OF VER77CAL CLEARANCE EX157S w w r BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED WITH DUC77LE IRON PIPE (CLASS 50) FOR A MIN /MUM NOR /ZON7AL DISTANCE OF 10' ON EACH SIDE OF 7HE WATER MAIN CROSSING, rn 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO w U ANY BUILDING OR 5 FEET TO ANY CARPORT. w 25 NEW CONNEC77ONS TO EXISTING FACIL177ES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUC7ON IS FINISHED, rn 7ESTED, CLEANED AND ACCEPTED. ALL CONSTYUC770N DEBRIS AND WATER SHALL BE REMOVED PR /OR TO OPENING 7HE SEAL. ALL 7ES77NG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. J 3 Z 26. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND/OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER /SURVEYOR - CERTIFIED N °z o o AS -BUILT DRAWNGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES N Q D > N N , N D al MORTA6 RLLET 6- MIN. 1 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. FINISHED GRADE b T B -x 8 1x 1/4 _ 57EEL PLATE 45' BEND / WI7H PLUG WYE �- PLUG PVC PIPE DIAMETER AS N07ED ON THE PLANS (LANDSCAPE AREA OF BLDG. SERWCE) CLEANOUT DETAIL NO SCALE CAS77NG INLAND fDRY NOTES.• OR EQUAL. PT1714 - SEE DETAIL 51.4. 1. STEPS TO BE J14-0 DEFORMED BAR GALVANIZED SAFETY SIEPS OR EQUAL. AO ✓U57YENT 4" MIN. 2 STEPS ARE TO BE 1N PLACE BEFORE MANHOLE SECTONS ARE INSTALLED. CONE 3 CASTING TO BE PER DRAWING BR29 RUBBER GASKEIED JOINTS IN ACCORDANCE WIN ASIM C -443 4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST SEC770N PRECAST CONCRETE STEPS - 3/4- DEFORMED BAR 5 ALL JOINTS SHALL BE GROUTED. STEPS SHALL BE INCLUDED 6. SAN /TARY SEWER MANHOLES SHALL HAVE CONCRETE RISER BY PIPE INC., ALL INTERIOR SURFACES, INCLUDING OR APPROVED EQUAL. CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COA RIG- WASSER MC- CONSEAI OR APPROVED EQUAL, COLOR OF COA771VG SHALL BE WHITE. MAX PIPE SIZE - 21" LD. 7 RUBBER GASKETED ✓OIN75 SHALL BE IN LADDER -STD. ALUMINUM CONFORMANCE WITH ASIM C -443 OR GALVANIZED STEEL B. CHANNEL HEIGHT SHALL BE A MINIMUM OF CONTRE/E SHELF 314 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. PRECAST BASE SEC77ON 9. CONNEC7701VS 70 MANHOLE SHALL BE MADE OR CAST IN SHELF. USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. SAN /TARYMANHOLE TYPICAL DETAIL NO SCALE // A, STAINLESS STEEL STRAPS 90,81 B" MAX. /NS /DE DROP CONNECT /ON IN EX, SSMH - 60V NO SCALE NOTES: 1. ALL PIPE SHALL BE SIMILAR MATERIAL AS MAINLINE. 2 STAINLESS 57FEL 57RAPS SHALL HAVE A MAXIMUM SPACING OF 184 STRAPS SHALL BE ATTACHED U77LIZIIVG STAINLESS STEEL EXPANSION 90L 75, MIN. 2 EACH AT COIVNEC71ON POINTS. J. FOR MANHOLES 1 AND 2, THE CONTRACTOR HAS THE OP7701V OF ALSO USING AN OUIS/OE DROP PER C. OR. STD. PLAN 9075 R/W 10' MIN. '.. 6" BUILDING SEWER PIPE I =69C ET CLEANOUT -SEE DETAIL LEFT 2'k 4" 5771D SERWCE MARKER PAINT UPPER POR770N WH 17E ANS 57£NC /L ON SIDE WORDING SEWER" WITH 3 " HIGH BLACK LETTERS. AND 0 WIRE RRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF 7HE STUD. S/DESEWER DETA /L NO SCALE 60" ALLOWABLE MAX. / FOR CAST IRON PIPE l OR DUCTILE IRON PIPE. COTE N 9LO�NG P 2� PNG�EGK ING MIN MP NGREh ( _ GG 2X MLN SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER MAIN SEWER MA /N CONCRETE BLOCKING ANGLE '.. `O OF TEE AT MAIN OVER 25' TYP ICAL SIDE SEWER ELEVATION ELEVA77ON !,..... NO7E UNLESS 07HERWISE SHOW ON PLAN, SIDE SEWER SHALL HAVE A M/N/MUM 4' COVER AT PROPERTY.UNE OR 3 -5" LOWER THAN 7HE LOWEST HOUSE ELEVATON, WHICHEVER N LOWER. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTNO NEW SIDE SEWERS TO EXIS771VG MAIN. WTRIRED CIA Y, PLAIN AND REINFORCED CONCRETE, D. I. PIPE AND C.T. PIPE SEWER MAINS ARE 70 BE CORE DRILLED S/DAFSEWER DETA /L NO SCALE 5 -33't 70E CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 74711 NE 29Th Place, #11) 1 CARE Bellevue, Washington 98607 425.885.7877 Fox 425.8�t5.7963 ENGINEERING DESIGN PLANNING SURVEYING', SANITARY SEWER DETAILS & NOYES S- JW* �_ g 21st„ 1 031276531