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Home My WebLink AboutzS-3089Set• F T� f, g s NW 1/4 NE 1/4 SEC. 10, TWP. 23 N., RGE. 5 E., W.M. NW 1/4 NE 1/4 SEC. 10, 3WP. 23 N., RGE. 5 E.. W.M. h 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' NW 1/4 NE 1/4 SEC. 10, TWP. 23 N., RGE. 5 E., W.M. Im NW 1/4 NE 1/4 SEC. 10, TWP. 23 N., RGE. 5 E., W.M. . ..... ........ as ....... � ..................... . _ ._. . ._. . .. .. . . . . . _ ..... ... ........ .... .. �. _ o�u .. ... .gip Np�' .. :. .:. .... .... ..... ..... ..- . .. .. ...- - ..... -. ..... _.. _ ....... ........ _................. �.. 0. :... - . .... .. ._VJ.... ._. __.._.._ ....._......._.. (A:-i: !. �e . l� . h .. �i. ._. ......... . . ..- ......... ..__ . __ _____.__.. ..__ _._... .. _. _ ..__... - ....... ..... _.. _- _._.- -.. ...: PIN 114W - - - ..._.. ......... .. ......_.. _._... ....._. ._. .. .. _.._ ........ .. .- . . _. _ ._.... .......... .. ....... .- .... .. _ ....... .... ...... ._...� ....... ..... ...- .. .. ... Qh .... .. ................. :........Q.... ._. �......... ... - _.. ....- - .....::. -. ..... ..- .. .... 2 - .. -.. PROPOSED E/N/SH GRADE AtONG SAN. SYR . .... . EX /SLING PROF/LE:AtTI/VG SAN.: SWTT �..- .- :..... ` ..... .. - . I. ............ .. ry w 8 z s Y <� 475 .. Q ..... �.�.�.W �? rru�z vc �n = EXISDNG ROAD ..�..,�RLI,. PROfILE �_��_ .......�.. r' - . - c � . ............ . . 4�5 . _ .. _._ HDQUTAM A{� N.E..r. b 6 b -.— ... . .::: : t 470 zbzs � _ . . . . . . - few 465 ....._. ......... w..., _.. _ _ 465 0 0 N e; W h o rW W 0 �T.z 0 O H U � �a LIZ S N- Q Z Zt s U g U U W W W d' n j O W 0 0 z w O IL 0 Ej of w w m d d � rr MORTAI BILLET 6 MANHOLE FRAME AND COVER SEE DRA WIG BR29 AD,,IUS7MENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 S7EPS - 314" DEFORMED BAR S7EPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED S7FEL CONCRE7F SHELF PRECAST BASE SEC77ON OR CAST IN SHELF. NOTES: 1. STEPS TO BE 314" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CAS77NG TO BE PER DRAWING BR29 4. MANHOLE SEC77ONS TO BE OF REINFORCED PRECAST CONCRETE 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COALNG,- WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COA77NG SHALL BE WHITE 7. RUBBER GASKETFD JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MIN /MUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNEC77ONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS' OR APPROVED EQUAL. SAN /TARYMANROLE TYPICAL DETAIL NOT TO SCALE B" 7FE� 1/2 PLUG AS DAM STAINLESS \ STEEL STRAPS 18' MAX. 90' BEND �II INSIDE DROP CONNECT /ON IN 5Sl1 H I Uj Uj o NO SCALE NO TES: U U 1. ALL PIPE SHALL BE SIMILAR MATERIAL AS MAINLINE. Uj °w o 2. STAINLESS STEEL STRAPS SHALL HAVE A MAXIMUM N N SPACING OF 78" STRAPS SHALL BE ATTACHED ai U77LIZING STAINLESS STEEL EXPANSION COL. 75; MIN. 2 EACH AT CONNEC77ON POINTS. J. FOR MANHOLES 1 AND 2, THE CONTRACTOR HAS THE OP7701V OF ALSO USING AN OUTSIDE DROP PER C.O.R. STD. PLAN B075. z 7 80 NW 1/4 NE 1/4 SEC. 10, T'WP. 23 N., RGE. 5 E., W.M. R/W 10' MIN. r s 6" BUILDING SEWER PIPE I TEE WTH 6" SIDE OUTLET CLEANOUT -SEE DETAIL LEFT 2'ic 4 "" STUD SERVICE MARKER PAINT UPPER ----J POR77ON WH 17F AND LABEL 'SEWER" W777; 3 " HIGH BLACK LETTERS WRAP /£ -'WIRE AROUND THE PIPE, EXTEND IT TO KNISH GRADE AND ATTACH IT TO THE 21W S7U9. SIDE SEWER DETAIL / NO 'SCALE 60 " ALLOWA6^E MAX. FOR CAST IFON PIPE OR DUCTTLE IRON PIPE CONCRETV6- LE of, I�INO BLOCKIN / SG 81,0 SLOPE HORIZONTAL S /OE OUTLET 7FE - R MAIN SEWER MAIN 2 ,g rrNCRE7F BLOCKING ANGLE �D OF TEE AT MAIN OVER 25' TYPICAL SIDE SEWER ELEVA770I ELEVA77ON NOTE." UNLESS 07HERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 4' COVER AT PROPERTY LINE OR J:5' LOWER THAN THE LOWEST HOUSE ELEVA77ON, WHICHEVER IS LOWER. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WT'S STAINLESS STEEL BANDS WHEN CONNEC77NG NEW SIDE SEWERS TO EXIS771VG MAIN. VITRIF IED CLAY, PLAIN AND REINFORCED CONCRETE D./I, PIPE AND C.I. PIPE SEWER MAINS ARE TO BE CORE DRILLED SIDE SEWER DETAIL-// NO SCALE SA N1 TA R Y SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WTH THE STANDARDS AND SPECIFICA77ONS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LATEST EDI77ON OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2 THE HOURS OF WORK IN THE S7REET RIGHT -OF -WAY SHALL BE LIM17FD TO 8.•30 AM TO 3.•30 PM ON WEEKDAYS UNLESS 077-IERWSE APPROVED IN WRI77NG BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, PAR77AL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT FIRE DEPARTMENT, AND 911 SHALL BE N077FIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTH STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCRON" PREPARED BY THE WASHINGTON STATE CHAP7FR AMERICAN PUBLIC WORKS ASSOCIA77ON (APWA), LATEST ED177ON AND 7HE CITY OF RENTON STANDARD SPECIFICATIONS 4. ALL LOCA77ONS OF EXIS77NG U77LITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE 7RUE AND CORRECT LOCA7701V SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STARTING NEW CONS7RUC7ION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUCTION. (INSPECTION WLL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO N077FY THE U77LITY DEPAR77WEIVT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONS7RUC77ON. 6. CON7RACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUC77ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SI7F 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONS7RUC770N 8 PLANS APPROVED BY THE CITY OF RLWTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUC77ON IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WTH AN AS -BUILT DRAWNG OF THE SANITARY SEWER SYSTEM WITCH 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 WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95X OF MAXIMUM DENSITY. THESE COMPACTED LA YERS MUST EX7FND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE 7RENCH. MA7FRIALS TO COMPLE7E THE FILL 0VER ,TILE .PIPE SHALL BE IRE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXIS77NG 77?AVELED ROADWAY SHALL BE BACKFILLED WTH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO EXISTING ASPHALT SHALL BE NEARINE CUT WTH A SAW IN A CON77N000S LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIA7FLY.AFTER BACKFAL AND COMPACROAI A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 70 DAYS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS. ROI 13 DATUM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND MAD 198311991 (METERS) 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION AFTER THE COMPLE77ON OF C01VS7RUC770N. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID' ON 'A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE WTH SECTION 7- 023(7) OF THE CURRENT STATE OF WASHINGTON STANDARD SPEGFTCAT/ONS FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA77ON MATERIAL AS WELL AS PLACEMENT AND COMPAC7701V OF REWIRED'- BEDDING MATERIA/ _ TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF PIPE WLL BE SUPPOR7FD 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 GASKETFD ASTM D 3034, SOR 35 C900, GP DUC77LE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LATEST REWS /ON OF AWWA C110 & C111, THICKNESS CL. 52. 17 /Al UNIMPROVED AREAS, MANHOLE TO EX7FND A MINIMUM OF 6" AND A MAXIMUM OF 18` ABOVE F7N/SHED GRADE. 1N PAVED AREAS, COVER MUST SLOPE IN ALL DIREC77ONS 70 MATCH PAVING. 78. ALL SANITARY SEWER IMPROVEMENTS SHALL BE C0NS7RUC7FD IN ACCORDANCE WITH THESE APPROVED "PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, EMGINEEn' AND APPROPRIA7E PUBLIC AGENCIES 19. LOCA77ONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE FOR DIMENSIONED LOCA TONS OF THESE IMPROVEMENTS ,REFER TO THE ARCHITECTURAL S17E PLAN. IMPROVEMENT AND STRUCTURE LOCA77ONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. 20. ALL MANHOLES SHALL BE PER 77-IE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALL MANHOLES SHALL HAVE A A011MUM 0.10: FOOT; TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE AD✓U57ED TO FINISH GRADE PRIOR TO FINAL PAVING OR LANDSCAPING 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER ASToW 9- 1557 -70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOE THE PIPE. THE REMAINING BACKRLL MAYBE TO 9OX IF NOT IN AN A?EA OF 'FUTURE PAVEMENT OR S7RUC7URAL FILL. TRENCH BACKFILL AND COMPACTION SHALL BE COMPLETED PRIOR TO 7FSTTNG LINES FOR LEAKAGE. 22. ALL SIDE SEWERS SHALL BE A' >M /N /MUM 6" DIAME7 -ER AND HAVE A MINIMUM SLOPE OF 20X PROPER7Y110T CORNERS AND /OR BUILDING LOCA TONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CON57RUCT70N. SIDE SEWER TEE STA ]IONS ARE REFERENCED FROM THE NEAREST DOWNS7REAM MANHOLE. THE CONTRACTOR. 'SHALL MAINTAIP., ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCA770NS. ALL SIDE SEWERS SHALL BE 7ES7FD AT THE 77ME OF MAIN LINE 7FSTTNG. PIPE MA7FR/AL SHALL BE C900 FOR DEP7HS OVER 75' 23. WHERE A WA7FR MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'0' OF WR'7!'AL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, 77-IE' SEWER SHALL BE CONL ..iC7FD OR RECONSTRUCTED WITH DUC77LE IRON PIPE (CLASS 50)` FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WATER MAIN CROSSING 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE C0N57RUC7FD ANY aL -, ER THAN 10 F<<T T9 ANY BUILDING OR 5 FEET TO ANY CARPORT. 25 NEW CONNEC77ONS TO EXIS77NG FACIL177ES SHALL BE SEALED OFF UN77L UPSTREAM C0NS7RUC77ON IS RNISHM, 7FS7F0, CLEANED AND ACCEPTED. ALL CONS7RUC770N DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL 7ES771VG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 15. PRIOR TO ACCEPTANCE OF CONSTRUC770N AND /OR ISSUANCE OF OCCUPANCY PERM17S; ENGINEER /SURVEYOR- CER77RED AS -BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACIL177ES. 27 INSTALL FALL RESTRAINT SYSTEM fN ALL SANITARY SEVER MANHOLES O4ER 10 >Z FT DEFT? FALL RESTRAINT SY57EM SHALL 8E SURENACT CLIMBING AND FALL PROTEC77ON SYSTEM; AS MANUFACTURED BY MILLER FALL PROIECT7GYV' 140 mb,40%k Aft AM44M RECHANNEL MANHOLE AS NECESSARY NEW 8" EX. 60" 0 NEW 8' /E 450.61 6RAN7Y MANHOLE ( /N) EX. 8"" U EX 6' GRA WTY PRESSURE (OUT) EX. lE 450.51 EX. lE 465.96 (IN) L- RFI/nW FY.. R'. IALWIr OA/10 & PLUG PIPE NHEN 6' PRESSURE SERVICE IS EX. 8' INSIDE DROP ESTABLISHED AT SSVH 1. TO REMAIN EX lE 46811 ISi 3681906 EX. 6 PRESSURE (IN) EX ®STAND SE' r- R I':A :':SOLE DETAIL SCALE l!=2' AS. L&T RECOMMENDED ERIC c� 14711 NE 29th Place Suits 101 J�O. Qf' s�yi :P7 FOR APPROVAL Q ?tip 4�, Bellevue, Washington 98007 C�� 425.885.7877 Fax 425.885 .7 63 9 er. ATE DESIGN am • •E�7STE0.F'� �*' BY DA 7F /CNAL ENGINEERING • PLANNING SURVEYING BY -DA TE• was 6 -12 -oa (� SANITARY SEWER NOTES 8 DETAILS 0?OSSC531 SCANNED -OCT 0 8` SCANNED 'uQ a,c T 1