The URL can be used to link to this page

Home My WebLink AboutS-308903h N ti w V 10' MIN. RUBBER GASKE7ED JON75 I IN ACCORDANCE WW7H ASIM C -443 6" BUILDING SEVER PIPE I STEPS - 314' DEFORMED BAR I I Q CIO q O CONCRETE RISER BY RIPE INC. W11CH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. OR APPROVED EQUAL - G r o W ARE INSTALLED. POR7701V WHITE AND LABEL SEWER' WWTH 3. CASTTNG TO BE PER DRAWWNG BR29 a 4. MANHOLE SECTIONS 70 BE OF REINFORCED PRECAST Q a GRADE AND ATTACH IT TO 7HE 2'x4' STUD, LADDER -S7D. ALUMINUM a 0 Z E- Z W $a O W ¢ Z 0 0 �z U U MORTAR FILLET - 7' M /N. 6' 12' MAX. t 2i° 12' (IYP) M I.' 6' MIN (TYP) MANHOLE FRAME AND COVER SEE DRAWING BR29 AD.R/STMENT (4' MIN.) NW 1/4 NE 1/4 SEC. 10, TWP. 23 N., ROE. 5 E., W.M. R/W CONE 10' MIN. RUBBER GASKE7ED JON75 I IN ACCORDANCE WW7H ASIM C -443 6" BUILDING SEVER PIPE I STEPS - 314' DEFORMED BAR I I S7EPS SHALL BE INCLUDED 7FE WITH 6" SIDE CU7LET CL -"01/7 -SEE 6" SIDE OUIZET TEE' / DETAIL LEFT CONCRETE RISER BY RIPE INC. W11CH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. OR APPROVED EQUAL 2 STEPS ARE 70 BE IN PLACE BEFORE MANHOLE SEC770JVS 2'5r 4" S7U0 SERVICE MARKER PAINT UPPER ARE INSTALLED. POR7701V WHITE AND LABEL SEWER' WWTH 3. CASTTNG TO BE PER DRAWWNG BR29 3 "'HIGH BLACK LET7ERS' WRAP 0 WIRE 4. MANHOLE SECTIONS 70 BE OF REINFORCED PRECAST AROUND 7HE P /PE, EX7END /T TD FINISH MAX PIPE SIZE - 21" I.D. GRADE AND ATTACH IT TO 7HE 2'x4' STUD, LADDER -S7D. ALUMINUM NOTE 'UNLESS 07HERMSE SHOWW ON PLAN, SIDE SEWER SHALL HA VF A MINIMUM OR GALVANIZED S7EEZ SIQL,J�IIGI�GlQ1L f _ CONCRE7F -9faF NO SCALE PRECAST BASE SECDON A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CURRENT CITY OFREN70N OR CAST IN SHELF - - 60" ALLOWABLE MAX.: _ ' FOR CAST IRON PIPE COLOR OF COAP,NG SHALL BE WH/IE OR DUC77LE IRON PIPE 7 RUBBER GASKE7ED JaNTS SHALL BE IN CONFORMANCE WHEN CONVNECTING NEW SIDE SEWERS 70 EXIS77NG MAIN. W17H ASTM C -443 8 CHANNEL HEIGHT STALL BE A MINIMUM OF 314 7HE INSIDE CONCRETE / 1G 9[OCIO/NG iNSfflP1)ROP CONNECTION 7. /T SHALL BE THE RESpON &B /L /TY OF THE CONTRACTOR TO OBTA /N STREET USE AND ANY OTHER RELATED PERMITS d NOTES: EX 6' ( _ - _ZX_M/N_SLOPE 1. STEPS TO BE 314" 0 DEFORMED BAR GALVANIZED. SAFETY 9. A COPY OF 7HESE APPROVED PLANS MUST BE ON THE JOB S17E WHENEVER CONS77?UC77CN IS IN PROGRESS 6" SIDE OUIZET TEE' / HORIZONTAL STEPS OR EQUAL W11CH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. SEWER MAIN ` 2 STEPS ARE 70 BE IN PLACE BEFORE MANHOLE SEC770JVS SEWER MAIN Z ARE INSTALLED. ; CONCR£7£ BLOCKING ANGLE 3. CASTTNG TO BE PER DRAWWNG BR29 `O OF TEE AT MAIN OVER 25' TYPICAL SIDE SEWER 0"A 776W 4. MANHOLE SECTIONS 70 BE OF REINFORCED PRECAST EZ£VA77ON CONCRETE' M REMAN EX If 468.11 I` 5. ALL JOINTS SHALL BE GROUTED. NOTE 'UNLESS 07HERMSE SHOWW ON PLAN, SIDE SEWER SHALL HA VF A MINIMUM 6. SANITARY SEWER MANHOLES 91ALL HAVE ALL INTERIOR 4' COVER ATPROPERTY LINE OR 3 -5' LOWER THAN 771E LOWEST HOUSE SURFACES INCLUDING QYA NNE/ /Nf� COA7ID SEALED ( ) ELEVA77ON WHICHEVER IS LOWER. WITH A H /CH SOLIDS URETHANE COAIINO3 A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CURRENT CITY OFREN70N WASSER MC-CON-WEAL OR APPROVED EQUAL; UNLESS OTHERWWSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST COLOR OF COAP,NG SHALL BE WH/IE IRON SADDLE SECURED': TO SEWER MAIN WITH STAINLESS STEEL 'BANDS 7 RUBBER GASKE7ED JaNTS SHALL BE IN CONFORMANCE WHEN CONVNECTING NEW SIDE SEWERS 70 EXIS77NG MAIN. W17H ASTM C -443 8 CHANNEL HEIGHT STALL BE A MINIMUM OF 314 7HE INSIDE W7RIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D.I. PIPE AND CL PIPE SEWER MA /NS ARE 70 BE CORE DRILLED DIAMETER OF THE LARGEST PIPE 9. CONNEC77ONS TO MANHOLE SHALL BE MADE USING GPK SIDESEWER ®ETAIL-ff ADAP709 KOR -N -SEAL B007S OR APPROVED £DUAL NO SCALE SANITARYMANHOLE TYPICAL DETAIL �+ T c- ew, ®�/ a7A�I /A•RYa7EIIE/T /�OTE� NOT 70 SCALE - L ALL WORK MATER /ALS SHALL BE IN CONFORMANCE W17Y, THE STANDARDS AND S'ECIRCA770NS OF 7HE CITY OF RENTON 8' 7EE U77LITY DEPARTMENT AND THE LA TEST 'ED177ON OF THE WSDOT/APWA STANDARDS AND -WEaR7CANONS 112 PLUG 2 771E HOURS OF WORK /N THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8.30 AM TO 330 PM ON N£EADAYS UNLESS AS DAM 077-1ERNWSF APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC AVRKS AT 425-#M-7200. ALL STT7EET CLOSURES PAR77AL C7R FULL, SHALL BE APPROVED BY 7HE DEPARTMENT OF PUBLIC WORKS 24 HOURS /N ADVANCE THE POLICE X \ DLPAR7MENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS /N ADVANCE STAINLESS 9 'o 3 ALL CON57RUC770N SHALL BE IN ACCORDANCE W77H STANDARD SPECIF/CA7IOLJS FOR MUN/LIPAL PUBLIC WORKS STEEL S7RAPS i CON57RUC770N' PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC. WORKS ASSOCIA770JV (APWA), LA7EST LDIAON AND 7HE CITY OF RENTON STANDARD SPECIFICA7IONS 4 ALL LOCA770NS OF EXIS77NG U77LI77ES SHCWN ARE APPROX/MATF AND IT SHALL BE THE CONTRACTORS rIB 'IAC RESPONSIBILITY TO VERIFY THE TRUE. AND CORRECT LOCA7/ON SO AS TO'AMD DAMAGE OR DHSAIRBANCE 90' BEND I 5. A PRE- COWSIRUC770N CONFERENCE. AND A 24 HOUR IV077CE SHALL BE REWIRED PRIOR TO STAR77NG NEW CON57RUC770N. IT &HALL HE THE CON7RACTORS RESPGNS/BILI7Y: TO SECURE ALL NECESSARYPERMITS PRIOR 70 STARTING j CONS7RUC770N (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY Q� REN7O7N). IT SHALL BE ?NE CONTRACTORS RESPONSIBILITY TO N077FY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACYCF/LLING ALL _ CONS7RUC7TON. I 6. CON7RAC70R /S SOLELY RESPONS,'BLE FOR THE MEANS, METHODS AND SEQUc7JCES OF CONS]RUC77LYJ AND FOR THE SAFF77 OF WORKERS AND OTHERS ON THE CON57RUC77ON S17E iNSfflP1)ROP CONNECTION 7. /T SHALL BE THE RESpON &B /L /TY OF THE CONTRACTOR TO OBTA /N STREET USE AND ANY OTHER RELATED PERMITS PR /OR 70 ANY CON57RUC770N. fA/ 4zSMH EX 6' .j 8. PLANS APPROVED BY 7HE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS NO SCALE 9. A COPY OF 7HESE APPROVED PLANS MUST BE ON THE JOB S17E WHENEVER CONS77?UC77CN IS IN PROGRESS NO TES.- 10. THE CON7RACTOR SHALL PROWDE THE CITY OF RENTON 107H AN AS -BUILT DRAWING OF 77YE SANITARY SEWER SY57FM W11CH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 1. ALL PIPE SHALL BE SIMILAR MA7FR.rAL AS MAINLINE. IL BACK,TILL SHALL BE PLACED EQUALLY" DN BOTH SIDES OF 7HE PIPE /N LAYERS W177-1 A LOOSE AVERAGE DEPTH OF 6 2. STAINLESS S7EEL STRAPS SHALL HAVE A MAXIMUM INCHES, MAXIMUM DEPTH OF 8' INCHES, THOROUGHLY TAMPING EACH LAYER TO 95X OF MAXIMUM DENSITY THESE SPACING OF 18' STRAPS SHALL BE ATTACHED COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE 09' 77-IE U7X127NG STAINLESS SIM EXPANSION BOLTS 7RENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCW/BED. MIN. 2 EACH AT CONNEC77ON POINTS M REMAN EX If 468.11 I` - 12 OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXIS77NG IRA VELED ROADWAY SHALL BE BACKRILLED WITH J. FOR MANHOLES 1 AND 2, THE CONTRACTOR HAS MA H CRUSHED ROCK AND MECHANICALLY COMPAC7ED. CUTS INTO EXISTING ASPHALT SHALL BE NEARINE CUT WITH A SAW IN THE OR ALSO USING AN OUTSIDE DROP PER A CON77N000S LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMELN,A7ELY AFTER BACKF/LL AND COMPAC770N. C.O.R. SID. PLAN B075. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CURRENT CITY OFREN70N -to -2' -,?0 STANDARDS _r 13. DATUM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 198311991 (METERS) 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWWSE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREWIV7701V OF 0111-517E EROSION AFTER THE COMPLETfON OF CONSTRUCTION 15. ALL PIPE AND APPUR7ENANCES SHALL BE LAID DN A PROPERLY PREPARED FOU.NDA7701V IN ACCORDANCE WIN 5LC7701V 7- 02.3(1) OF THE CURRENT STA7E OF WASHINGTON STANDARD SPEaRCA7701VS FOR ROAD AND BRIDGE CON5IRUC77ay. THIS SHALL INCLUDE NECESSARY LEVELING OF THE IRENCH'BOTTOM OR 7HE TOP OF THE FOUNDA110N/ MATERIAL AS WELL AS PLACEMENT AND CCMPAC77CN OF REQUIRED BEDDING MA7FR /AL TO UNIFORM GRADE SO THAT 771E DV77RE LENG7N OF PIPE WILL BE SUPPOR7ED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6' ABOVE" AND BELOW 7HE PIPE. 16. SANITARY SE*ER.PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35 C90Q OR DUC77LE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT UNED DUC77ME IRON PIPE CONFORMING TO LATEST REWSION OF AWWA C110 do C111, THICKNESS CL 52 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 18' ABOVE FINISHED GRADE IN PAWED AREAS COVER MUST SLOPE IN ALL DIREC7701VS 70 MATCH PAVING. 16 ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONS7RUC7ED IN ACCORDANCE'W77H 7HESE APPROVED PLANS ANY DEWA7701V FROM THESE PLANS WELL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES 19. LOCA7701VS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREGN ARE`APPROMMATE FOR DWMBI&GVED` LOCA77ONS OF THESE IMPROVEMENTS, REFER TO THE ARCH /7ECTURA' S17E PLAN. IMPROVEMENT AND STRUCTURE LOCA77ONS SHALL BE FIELD SET BY THE ENGINEER AS REOUIRED. 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICA77ONS ALL MANHOLES SHALL HAVE A M/N/MUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP ,'BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO'RNISH GRADE PRIOR: 70 FINAL" PAVING OR LANDSCAPING. 21. ALL 7RENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER AS7M D- 1557 -70 (MODIFIED PROCTOR), FOR THE FIRST 7HASE FEET ABOVE THE PIPE. 'THE REMAINING BACKFILL MAY BE TO 9OX IF NOT IN AN AREA OF FUTURE PAVEMENT OR STRUCTURAL FILL 7RENCH BACKF7LL AND COMPACTION SHALL BE- COMPLETED PRIOR TO TESTING LINES FOR' LEAKAGE.' 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6' DIAMETER AND HAVE A MIN /MUM SLOPE OF 209 PROPER7Y11LOT CORNERS AND /OR BUILDING IOCA770NS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR' TO ANY SEVER CONS7RUC770N. 57DE SEWER TEE STA77CJVS ARE REFERENCED FROM 7HE NEAREST 00057REAM MANHOLE. 7HE CON7RACT0R SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS ALL SIDE SEWERS SHALL BE 7ES7ED AT THE 77ME OF MAIN LINE 7ES7ING. PIPE MATERIAL SHALL BE C900 iFOR DEP7H5 OVER 15' 23. WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEVER, AND LESS THAN 3'0" OF WR77CAL CLEARANCE EXISTS BE7WEEN THE TOP OF SEVER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECON57RUCIED WI771 DUC77LE IRON PIPE (CLASS .50) FOR A MIN /MUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WA 7ER MAIN CROSSING 24. : SANITARY SEWER MAIN ONES (8" DIAMETER AND LARGER) SHALL NOT BE CONS7RUC7FD ANY CLOSER THAN 10 FEET 70 ANY BUILDING OR 5 FEET 70 ANY CARPORT. 25 NEW COIVNEC77ONS 70 EXISTING FACIL177ES SHALL BE SEALED OFF UNTIL UPS7REAM CONS7RUC770N IS FINISHED, TESTED, CLEANED AND ACCEPTEDD, ALL CON57RUC770N DEER /S AND WATER SHALL BE REMOVED PRIOR 70 CRENING 7'E SEAL. ALL TES771VG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26 PRIOR TO ACCEPTANCE OF CON57RUC770N AND /OR ISSUANCE OF OCCUPANCY PERMITS ENG/NEER/SURVFYOR- CERTIFIED AS -BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES' 27 NSTALL FALL RESNANT Sn7BIV N ALL SANITARY SEVER MANHQES OVER 20 FEET DEEP. FALL RESTRAINT SYSTEM -WALL BE VIRE7RACT aWMVG AND FALL PROMCRDV SYSTEM; AS A/ANUFACMRE0 BY ;MILLER FALL PROTFCAW' RFOVANNEI MANHOLE AS NELE55ARY .NEWS ' ' NEW 8' IE 450.61 GRAVITY fX 60" / - i EX 6' GRANT/ PRESSURE (OUT) EX. IF 450.51 EX. IE 46596 (IN) REMOVE EX. 8' INSIDE DROP & PLUG PRE WHEN 6' PRESSURE: SERWCE /S ' ' EX 8' NSOE DRW ESTARAWED AT SSW 1. M REMAN EX If 468.11 I` - Ex. 6` PJHESSI/RE (N) EXISTING SEWER MANNOLE DETAIL SCALE.- 1%=2'