Loading...
HomeMy WebLinkAboutzS-3475SetCOQ m mom iEE i-!jco i ALTA RIM 41J7 .0 6" E 408.0 1� ;3 Iii i '4- L 5 TOP /V OP110NAL SIDE SE#ER LOCATION If - RESTAURANT ENANT TA k IS ANX)PA 7 D, RETAIL T INSTALL A Of f ICEIRE GREASE SLPERA TOR VA UL T FOR L 7REA TMEN T PRIOR TO DISCHARGE INTO PUBLIC SEAR SYSTEM FR 41J. 70 F ....... .... --- - — ----- I 04+35 25LF 6 vc NA CO A RI 413 6 69 M IE 4079 L OCA TFI AS SHOWN RIM 412 5 8 6 01E 40� .71 87E 402.61 (WT) II F N gI fl xr- .......... . ... . STORY DRAINPIPE - 12" t CPE* TYPE I CA X H BASIN Z ul z TYPE I CATCH BASIN wl THRU- CURB FRAME W :10 15 NQ TYPE ll CATCH BASIN wl SOLID LOCKING LID Z L6 TYPE It CATCH BASIN wl THRU- CURB FRAME — STORM DRAIN SERklCE - 6" OR 8" t CPE* 0 STORM DRAIN CLEANOUT L 0 TAOOF DRAIN SHEET FLOW SPREADER SANITARY SEWER - 8" PVC* SANITARY SEWER SERVICE - 6" PVC* Co SANITARY SEWER MANHOLE 0 SANITARY SEAER CLEANOUT WATER MAIN WATER METER & SERVICE" - 2" PVC FIRE HYDRANT A 4: Rk Lsl % zs COQ m mom iEE i-!jco i ALTA RIM 41J7 .0 6" E 408.0 1� ;3 Iii i '4- L 5 TOP /V OP110NAL SIDE SE#ER LOCATION If - RESTAURANT ENANT TA k IS ANX)PA 7 D, RETAIL T INSTALL A Of f ICEIRE GREASE SLPERA TOR VA UL T FOR L 7REA TMEN T PRIOR TO DISCHARGE INTO PUBLIC SEAR SYSTEM FR 41J. 70 F ....... .... --- - — ----- I 04+35 25LF 6 vc NA CO A RI 413 6 69 M IE 4079 L OCA TFI AS SHOWN RIM 412 5 8 6 01E 40� .71 87E 402.61 (WT) II F N gI fl xr- .......... . ... . *PIPE SIZE AND MATERIAL ARE TYPICAL, UNLESS IV07ED OTHERWISE. Pl? OFIL E HORIZ. SCALE: 1" -20` VERT SCA L E.- 10= 5' UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 SANITARY SEWER PLAN/PROFILE C5.01 STORY DRAINPIPE - 12" t CPE* TYPE I CA X H BASIN TYPE / CATCH BASIN wl SOLID LOCKING LID TYPE I CATCH BASIN wl THRU- CURB FRAME co TYPE 11 CA TCH BASIN (A TYPE ll CATCH BASIN wl SOLID LOCKING LID C.) TYPE It CATCH BASIN wl THRU- CURB FRAME — STORM DRAIN SERklCE - 6" OR 8" t CPE* 0 STORM DRAIN CLEANOUT L 0 TAOOF DRAIN SHEET FLOW SPREADER SANITARY SEWER - 8" PVC* SANITARY SEWER SERVICE - 6" PVC* Co SANITARY SEWER MANHOLE 0 SANITARY SEAER CLEANOUT WATER MAIN WATER METER & SERVICE" - 2" PVC FIRE HYDRANT *PIPE SIZE AND MATERIAL ARE TYPICAL, UNLESS IV07ED OTHERWISE. Pl? OFIL E HORIZ. SCALE: 1" -20` VERT SCA L E.- 10= 5' UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 SANITARY SEWER PLAN/PROFILE C5.01 Z 0 � r PROPERTY LINE > y W a , a ®j a N. ° - - -- FUTURE 6" BUILDING SEWER PIPE - BUILDING SEWER w 2 "x 4" STJD SERVICE MARKER PAINT TEE WITH 6" SIDE OUTLET } UPPER PORTION VVWI E ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TC THE TOP OF THE STUD. LSIDE SEWER_AND BU1D.iNG SEWER UNLESS OTHERWISE APPROVED BY THE CITY, HAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAN, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TO BE CORE GRILLED. VITRIFIED CLAP PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. [-60" ALLOWABLE MAX, FOR CAST IRON WIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCR _TEE / BLOCKING rl� P G 0�d` GO 27, MIN SLOPE 6" SIDE OUTLET TEE SEWER MAIN 6 MIN. CONCRETE BLOCKING ANGLE OF IEE AT NAIJ 0E'ER 25 ELEVATION HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON P! AN, SIDE SEWER SHALL HAVE A MINIMUM 25 COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE I_()WIFS1 HOU''�SL ELEVATION, WHICHEVER IS LOWER. MORTAR FILLET 1 12 14" - I i 1 11" 12J4 "- 14" - CAST IRON RING RECESSED LIFT POCKET ,,,, a n a, n r—— ­ 48" N07ES: o SA N1 TA R Y SEWER NO TES (13F,WER MAIN TO PROPERTY TINE) 2. IN UNIMPROVED AREAS, POUR A V -O" THICK, 2' -0" SQUARE 54" 1 8" MIN. CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, � 1 S ADOP'T'ED z v � COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. i 42" MIN. c W L ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY LST DATE: 04/04 a DWG. NAME: 3 DEPARTMENT AND THE LATEST ED177ON OF THE WSDOT/APWA STANDARDS AND SPECIF /CATIONS. 7. RUBBER GASKETED JOINTS SHALL BE iN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MiNIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 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 OTHERWISE 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED EQUAL, APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911' SHALL IC- c BE NOTIFIED 24 HOURS IN ADVANCE. AND HAVE A "SURETRACK" CLIM21NG AND FALL PROTECTION SYSTEM iiNSTALLED. 3 ALL CONSTRUC7ON SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" Tv o PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIA77ON (APWA), LATEST EDITION AND THE C/TY OF RENTON STANDARD SPECIF /CA77ONS. 4. ALL LOCA 77ONS OF EXISTING U77LI77ES SHON/ ARE APPROX /MA 7F AND iT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO VERIFY 771E TRUE AND CORRECT L0C4 77ON SO AS TO AVOID DAMAGE OR D67URBANCE. 5 A PRE- CONSIRUC77ON CONFERENCE AND A 24 HOUR NOACE SHALL BE REOU /RED PR /OR TO STARTING NEW CONSTRUCTION. IT SHALL N O BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERM /TS PRIOR TO STAR77NG CONSTRUCTION. (INSPECTION W/LL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. Revised Hates. 6. CONTRACTOR lS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONST RUC77ON AND FOR THE SAFETY OF ^� WORKERS AND OTHERS ON THE CONS7RUC77ON SITE. ,0 17 96 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY AG CONSTRUCTION. B071 SP PAGE: 8071 DATE I REVISION I BY IA PPR'D 8 PLANS APPROVED BY THE C/TY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTON lS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN AS -BUIL T DRAWNG OF THE SANITARY SEhER SYSTEM WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESS /OVAL SURVEYOR. 11 BACKF /LL SHALL BE PLACED EOUALL Y ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE A VERAGE DEPTH OF 6 INCHES, MAX /MUM DEPTH OF 8 INCHES, THOROUGHL Y TAMP /NG EACH LAYER TO 95% OF MAX /MUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLE7F THE F /LL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 11 0 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EX /STING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND �+ N MECHANICALL Y COMPACTED. CUTS INTO EX /STING ASPHAL T SHALL BE NEATLINE CUT WITH A SAW IN A CON77NUOUS L /NE. A TEMPORARY Y COLD MIX PA TCH MUST BE PLACED /MMED /A TEL Y AFTER BACKF /LL AND COMPACTION. A PERMANENT HOT MIX PA TCH SHALL BE PLACED of WITHIN 10 DAYS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS m 13 DATUM SHALL BE CITY OF RENTON,, NA VD 1988 (METERS) AND NAD 1983/1991 (METERS) a 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA 77SFAC77ON OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSIRUC77ON. - � 15. ALL PIPE AND APP - URIFNANCES SHALL BE LAID ON A PROPERL Y PREPARED FOUNDA 170N /N ACCORDANCE NTH SECTION 7 02.3(1) OF ®�► m THE CURRENT STATE OF WASHINGTON STANDARD SPECIRCA77ONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY z LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS #ELL AS PLACEMENT AND COMPACTION OF REOU /RED �'I z BEDDING MA7FRIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF PIPE WLL BE SUPPOR70 ON A UNIFORML Y DENSE UNYIELDING z BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POL YVINYL CHLORIDE (PVC) RUBBER GASKETFD ASTM D 3034, SDR 35 OR DUCTILE IRON CLASS 50. w SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO LA 7FST REVISION OF A WWA C110 & C111, THICKNESS w m\ CL. 52 11 E 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAX /MUM OF 18" ABOVE FINISHED GRADE. IN PAVED AREAS, CD COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 0 18 ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSIRUC71D IN ACCORDANCE NTH THESE APPROVED PLANS. ANY DEVIA770N FROM THESE PLANS WILL REOUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 19 LOCATIONS OF ROADWA YS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMA IE FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCH17ECTLIRAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL SE FIELD SET BY THE 5 Z o ENGINEER AS REQUIRED. pU 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIF /CATIONS. 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 PRIOR TO FINAL PAVING OR LANDSCAPING. a 21. ALL TRENCH B400LL SHALL BE COMPACTED TO AT LEAST 95�' OF THE MAX /MUM DRY DENSITY PER ASTM D- 1557 -70 (MOD /PIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKF /LL MA Y 8E TO 90Z IF NOT IN AN AREA OF FU7URE PA 6MENT OR STRUC7URAL FILL. 7RENCH BACi(FILL AND COMPAC7701V SHALL BE COMPLETED PRIOR TO 7ES77NG LINES FOR LEAKAGE. � � a h � h 22 ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 20.E PROPERTY140T CORNERS AND /OR m v m BUILDING LOCAT7ONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE F /ELD PRIOR TO ANY SEWER CONSTRUCTION. SIDE SEWER 7 E STA77ONS ARE REFERENCED FROM THE NEAREST DOHNSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURA 7F AS -BU /L T RECORDS OF ALL SIDE SEDER LOCATIONS. ALL SIDE SFAERS SHALL BE TESTED AT THE TIME OF MAIN LINE TESTING. ry 23 WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 310" OF VER77CAL CLEARANCE EX /STS BETWEEN THE TOP a OF SERER AND BOTTOM OF WATER MAIN, THE SEWER SHALL 6E CON57PUCTED OR RECONSTRUCTED WITH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WATER MAIN CROSSING. Q 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTFO ANY CLOSER THAN 10 FEET TO ANY BUILDING o OR 5 FEET TO ANY CARPORT. 25 NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UN77L UPSTREAM CONSTRUCTION IS FIN /SHED, TESTED, CLEANED AND `m m ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL 7ES77NG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26 PRIOR TO ACCEPTANCE OF CONSIRUC77ON AND /OR ISSUANCE OF OCCUPANCY PERM /TS, ENGINEER /SURVEYOR- CER77RED AS -BU /L T DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACIL177ES. Z 0 � r PROPERTY LINE > y W a , a ®j a N. ° - - -- FUTURE 6" BUILDING SEWER PIPE - BUILDING SEWER w 2 "x 4" STJD SERVICE MARKER PAINT TEE WITH 6" SIDE OUTLET } UPPER PORTION VVWI E ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TC THE TOP OF THE STUD. LSIDE SEWER_AND BU1D.iNG SEWER UNLESS OTHERWISE APPROVED BY THE CITY, HAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAN, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TO BE CORE GRILLED. VITRIFIED CLAP PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. [-60" ALLOWABLE MAX, FOR CAST IRON WIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCR _TEE / BLOCKING rl� P G 0�d` GO 27, MIN SLOPE 6" SIDE OUTLET TEE SEWER MAIN 6 MIN. CONCRETE BLOCKING ANGLE OF IEE AT NAIJ 0E'ER 25 ELEVATION HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON P! AN, SIDE SEWER SHALL HAVE A MINIMUM 25 COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE I_()WIFS1 HOU''�SL ELEVATION, WHICHEVER IS LOWER. MORTAR FILLET 1 12 14" - I i 1 11" 12J4 "- 14" - CAST IRON RING RECESSED LIFT POCKET ,,,, a n a, n r—— ­ MAN1-10LE FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - -- 3/4" DEFORMED BAR STEPS SHAi._'L BE INC1...UDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - `E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY VIANHOLE TYPIC'AL DETAIL NOT TO SCALE T 48" MH j 48" N07ES: STANDARD SIDE SEWER INSTALLATION 1. 8" C_EA.NOUTS SHAD_ BE EASE JORDAN IRON WORKS, INC. Na, 3698 OR EQUAL, CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY, (13F,WER MAIN TO PROPERTY TINE) 2. IN UNIMPROVED AREAS, POUR A V -O" THICK, 2' -0" SQUARE 54" 1 8" MIN. CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, L' ADOP'T'ED 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND v CITY OF RENTON COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. i 42" MIN. STANDARD PLANS SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, LST DATE: 04/04 COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR DWG. NAME: 8078 SP PAGE: P078 APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE iN CONFORMANCE WITH ASTM C -443. MAN1-10LE FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - -- 3/4" DEFORMED BAR STEPS SHAi._'L BE INC1...UDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - `E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY VIANHOLE TYPIC'AL DETAIL NOT TO SCALE T 48" MH j 48" C MlN. I 5 "MIN 1 24" MIN. 21" I.D. 54" MH , 54" 1 8" MIN. 15,5" IyIIN.1 24" MIN. 24" LDS 60" klH 1 60" 1 8" MIN. 6" MIN. i 42" MIN. 130" I.D. NOTES: I 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANI7FD SAFETY STEPS OR EQUAL. 4 1 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. LST DATi; :03/2005 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS 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 COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE iN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MiNIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. SANITARY MANHOLE 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL, TYPICAL DETAIL IC- MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL BE A MINIMUM 60" DIAMETER AND HAVE A "SURETRACK" CLIM21NG AND FALL PROTECTION SYSTEM iiNSTALLED. Tv o ADOPTED CITY OF RENTON STANDARD PLANS N O LST DATE: 04/04 44 10 0.. Revised Hates. ,0 17 96 Added notes. AG DWG. NAVE: B071 SP PAGE: 8071 DATE I REVISION I BY IA PPR'D B OR 6 INCH CLEANOUT CONCPE CLASS 2 TIGHT .G SAY C� ADOPTED Cf "� CITY OF RENTON 4 1 STANDARD PLANS �'rYrmiG LST DATi; :03/2005 DWG. NAME: 8076 -1 SP PAGE: 8076,1 1 tilt,:..,.• , 4" BEND AS REQUIRED (NO MORE ALL 30' TURNS SHALL 13L THAN 45' BEND). EVERY 2ND 4" CLEANOUT WYE WITH �� y ACCOMPLISHED BY MEANS CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. J �-'` OF A WYE AND 45' BEND. WILL REQUIRE A SURFACE w a f)( 1 x-- T, 45' BENDS SHALL NOT CLEANOUT WYE. �I zI -- BE ACCEPTABLE. \HOUSEa.' HOUSE aI HOUSE aI HOUSE l I. 4" SEWER PIPE `4" SURFACE '� ( T(PICAL) /- 4" SEWER PIPE, SEE NOTES " AND 3. LPROPERTY o- CLEANOUT 4" TEST TEE NH'iH MINIM UM LINE SIZE FOR OTHER THAN WYE PLUG FACE UP SINGLE FA4MILY iS 6" 4" CLEANOUT (TYPICAL) NE WYE WITH PLUG PROPERTY LINE REDUCER (TYPICAL) N R LINE x TYPICAL BUILDING SEINER INSTALLATION PLAN 2 (i IF THE BUI'_DING SEWER SERVES ANY FIXTURE HAVING x 1 FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF c� THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC r� SEWER SYSTEM, A BACKFLOW PREVENTION DEVICE SUCH o ? AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR f APPROVED EQUAL SHALL BE INSTALLED. SOIL PIPE 4" CALDER COUPLING o o D 4" CALLER COUPLING OR EQUAL TC FIT N z o ti OR EQUAL TO FIT SURFACE CLEANOUT w SURFACE �_ 4"x 4"x4" WYE an cn CLEANOUT 4"x m 4a" 1A�i;YE 4' PIPING PLAN 4 "x 4 "x 4" TEST TEE BUILDING DRAIN i LJ ce FACE UP AND PLUGGED FOR LOW HOUSE w4 4" NIPPLE <.x n 6 "x 4" REDUCER 6" COUPLING TO FIT END 6" PIPE r s- NOTtiS: �- t. Prier to Installation of a sanitary sewer connection, a side -sewer permit muss Ce w .�f I z"'REMOVE 2 "x4° STUD AND CAP OR PLUG purchased lrcm iho City of Renton Public Works Department. O m L ON END OR EXISTING 6" SEWER PIPE. AND 2. Types of pipe and fittings that con be used for sanitary sewers shall be approved a j 1 INSTALL BUILDING SEWER COUPLINGS, by the Department of Public Works. Rubber or neoprene goskels as specified by the ( io REDUCER, TEES, AND BENDS AS R£QUiRED, monutacturer, shall be used on joints. PROPER SEE SIDE SEWER DETAIL DWG BR39, A minir a, grade of 2:: (1/4" per foat)-rnusi be mainloined with 4" pipe_. In the SP PAGE B078 event a 2% grade cannot be maintained, the owner must grant a grode rsia.ss to the 4� 3 o PIPING TO City and than con install 6" pipe at a grade of t %. €--� N+� BEYOND PROPERTY LINE 4. For inspection of side sewer, cell 2T hours in advance. The inspection phone ¢ W /" 6" SIDE OUTLET TEE number is an the side server poison. Site roust be ready far inspection and g o I .SEE NOTE 6 SEWER MAN representative on site when Inspector arrives at appointed time. Side sever and stub PLAN shall be tested per City speaifications. Make the Connect: on at the housa. Do not a J- d! baakfii{ }be dish until cpproval is given by the inspector, Final cppravai wilt be aranta., �, -1 BUI_D[NG rfter the existing septic tank has been pumped out end filled with sand. ,- - Tt���,r_ _j SEWER INSTALLATION E Inat'll side sewer with 2' minimum cover. 18" cover is alicmed at the house if out €et is shaliaw. 6. If side sewer stub Is nat .- liable. The owns, sha31 be responsible far its inetaiia`.ian. The side sewer shat be a minimum of 8" in size. If tee Is not available, unless otherw'se approved by the city, make tap through cast iron saddle secured to CALL. FOR LOCATIONS BEFORE YOU DIG sower main with 'Stainless steel bonds vrhen connecting new side sewers to exisiting main. Pioin and reinforced concrete, DI pipe and Cl pipe sewer mains ore to be core 48HR LOCATORS 1 -800 -424 -5555 drilled. V,Wf;ed clay pipe shall be ant and have a new tee seotkmed In, All work within street Fight -of -way shall be done by a licensed and bonded cantroctor. 7. A31 work shall be accompiished in accordance with the Washington Indusirld Safety and Health Act. (WfSHA) 8. All trench restoration for side sowers in the public right -of -way anal conform to -- TYPICAL BUILDING SEWER - the mast current trench, restarotion.rsquirements as shown cn dwg, #HR -2a. SIDE SEWER (PROPERTY LINE) 9. All building sewer and side sewers sh.11 have bedding in accordance with drawing 6WISC or SR09 as opplloctrlo. TO BUILDING CONNECTION 10. There shall be a minimum tp foot horizontal seperot :an between sanitary side INSTALLATION PLAN sewers and water services and a minimum 5 foot ho11zo1k -1 separation between !. (� y+ sanitary side sewers and gj'_ other utllilles. ti`LY [) ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DWG, NAME: B082 SP PAGE: B082 SANITARY SEWER DETAILS &`NOTES C5.31 %4 "o 0 L;j 0 U) ti � o L LJ V) Se w 0 E-1 3t C-) E---4 m 0-4 n Ca IL Ad zm Z n z 0 am w z U. L4 4: 62 10 ©F, 49 ............ SjA 10f _S9 STORM DRAIN PIPE" IF] TYPE / CATCH BASIN FOR Trff / CA TCH 84SW wl SOLID LOCKING LID a 7ff- / CA TCH R4511V wl THRU-CURB FRAME TYPE # CATCH BASIN T)Pf- # CATCH BASIN wl SOLID LOCKING L0 CC TYPE // CATCH BASIN wl THRU- CURB FRAME SANITARY SEWER PIPE -SS- Co SANITARY SEWER MANHOLE WA TER MAIN -W- WA TER METER & SERWCE EB FIRE HYDRANT 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 `s a F S -- NE, 4THSTREET 49 I r W a m c� pqm e. J P AINt✓11/4, lNW 1/4 SEC. 15 7�P 23 M RGE. 5 E., W.M. STORM DRAM PIPE - 12" LCPE* C° TYPE / CATCH BASIN TYPE / CATCH BASIN w/ SOLID LOCKING LID ([ TYPE / CATCH BASIN w/ THRU -CURB FRAME Q P N y o 0 a -- - - - -4: STORM DRAIN S£RNCE - 6" OR 8" LCPE* O STORM DRAIN CLEANOUT `s a F S -- NE, 4THSTREET 49 I r W a m c� pqm e. J P AINt✓11/4, lNW 1/4 SEC. 15 7�P 23 M RGE. 5 E., W.M. 403,1"58 R p, - - - - - -- STORM DRAM PIPE - 12" LCPE* ,] TYPE / CATCH BASIN TYPE / CATCH BASIN w/ SOLID LOCKING LID ([ TYPE / CATCH BASIN w/ THRU -CURB FRAME TYPE 1/ CATCH BASIN TYPE l/ CATCH RA51N wl SOLID LOCKING LID 0 I -- - - - -4: STORM DRAIN S£RNCE - 6" OR 8" LCPE* O STORM DRAIN CLEANOUT - —� D11 I SANITARY SEWER -- 8" PVC* / —�O SANITARY SEWER SERVICE - 6" PVC* ® SANITARY SEWER MANHOLE O SANITARY SEWER CLEANOUT -- - - -- WATER MAIN WATER METER & SERVICE - 2" PVC FIRE HYDRANT n ,II I 4(E)/ BANK ( FF ELEV. 41400 1 I _? f I f I 403,1"58 R p, - - - - - -- STORM DRAM PIPE - 12" LCPE* ,] TYPE / CATCH BASIN TYPE / CATCH BASIN w/ SOLID LOCKING LID ([ TYPE / CATCH BASIN w/ THRU -CURB FRAME TYPE 1/ CATCH BASIN TYPE l/ CATCH RA51N wl SOLID LOCKING LID 0 TWE Il CATCH BASIN wl THRU -CURB FRAME -- - - - -4: STORM DRAIN S£RNCE - 6" OR 8" LCPE* O STORM DRAIN CLEANOUT - —� LOT/ ROOF GRAIN SHEET FLOW SPREADER SANITARY SEWER -- 8" PVC* / —�O SANITARY SEWER SERVICE - 6" PVC* ® SANITARY SEWER MANHOLE O SANITARY SEWER CLEANOUT -- - - -- WATER MAIN WATER METER & SERVICE - 2" PVC FIRE HYDRANT *PIPE SIZE ANO MATERIAL ARE TYPICAL, UNLESS NOTEO OIHERYSE r —, _ : I 029v f f/v/4vi.lbv -. -.. 1 v_.._ 1e1 er. a•,,,,,,. -- - - - I C bb.0 *R. II 1 `aF 3 STORY OPTIONAL SIDE SEWER LOCATI0V IF RESTAURANT RETAIL OFFICE /RETAk GREASE SEPERATORS VAULT FOR BUILDING TREATMENT PRIOR TO DISCHARGE INTO PURL /C SEWER SYSTEM i FF ELEV 413.70 P . tA CO R/M 414.6 413.39 6° 1E 4tV.t9 409.00 1 63CT6M v. RI p�> o z. 73 6007 b3:o70 6 n V, ' 4(_ S N 04 Sr 3415 Y� I l� j I - I NEW S "IE W= 400.20 (IN) RECHANNEL MH AS REQUIRED SCALE: 1" = 20' 0 10 20 40 14 s- 347SOI cQ;s- UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU D(O.I 7 - &00- 424 -5555 � iiu i nn exxa: i i III II n.. RECOMMENDED FOR APPROVAL BY. z DATE 200 BC DATE: — BY. 047F, — SANITARY SEWER PLAN/PROFILE C5 of M E N� P. W x O w i? P XF °C F z c s" Bw1.mINC sL ER PIPC 2 SJO ER "CE 4ARIER DINT TEL 'NTH A •IT -OJHFI ll'. 9 P RTCN 2t NS TEND ON !- .' I N M SEOhfl Y-.H INCH w F A( !P TFR ANO RF ! TRIPPED p 401 ID it Si11D AND %TF \OFD Tf THE a C^ - F, SL,D. R., wz:s EL!EeANO_a:;l.(znr S�!'IFft JILFSS ,I R l Y Y MAIL .r 1, 1 ,AA- FOOD EC li f IR1 A 3pN JJLC IFA I3 1 1 f . 1011 /LI IA IT TI {A :Di AT rmEN 4rv[c n +D r vE Tc exa }ly MNN AL AM ML REENFDR LCEITF, F AND CI PPE SPIED MAINS FIC 1, IT C 1 ). a'TRHA) A PIPE A B CO-, n. f 1.'.,E A NEW -LE SIP I ON II 6c L BL L ELF AST ACT F OR ULIL -. A 1:3:5 MIX CONCRETE BLOCKING i RID V\ ��. a' SIDE OUTLET __ SEWER MAIN 6' ?OI. Coucaft-11 BE M1FEjNQ:--ASDGLL 0 IMF AT LAIN OVER E4E ✓�T_(ru - - 8" Mn .> ) VIA a 8" MIA! v U V. I,/ AN Iu_E FT 4IF AND COVER o SA /TARYSEWER NOTES 'AFT DRAWING RR2S '1. UNLESS OiHLGVP1SE 2G, Tim 9PF SEVIEf I 1 {A:; / 10RIZO TA tLNFI 4. :J!.Al -n "- S�tNER E EJ ;III w F3 F 2LAN E /I FI ASTAM C -443 � � V tz 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEGFlCA710NS OF THE CITY Of RENTON U771/N IOVASI H(t SI_.- LEVA16)N, WIRCPtP\BR ., L VVI F COATED (SEA D) V1 1 A HbH SC R 1111 DIAIL C ( AR AID Oil DEPARTMENT AND THE LATEST ITYPON OF THE WSD07 /APWA STANDARDS AND SPECIRCADONS 2 THE HOURS OF WORK IN THE STREET RIGHT -OF-WAY SHALL BE L /M17ED TO B.•JO AM TO 3.•30 PM ON HEEKOAYS UNLESS OTHERWISE ' APPROVED /N WR/7NG BY THE DEPAR - - 7MENT OF PUBLIC WORKS AT 475 430 7100. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC KS NT1R 14 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL w BE NOTTREO 24 HOURS IN ADVAIKE 3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIF)CA BONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTON' Q',IT PREPARED BY THE WASHINGTON STA IF CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (APWA), LATEST ED177ON AND 7HE CITY OF RENTON STANDARD SPECIFICA710NS 4 ALL LOCA PONS OF EXIS77NO U77LI77ES SHOWN ARE APPROX /MATE AND IT SHALL BE THE 001,17RACTOR5' RESPONSIBILITY TO VERIFY THE N TRUE AND CORRECT LOCA7701V SO AS TO AVOID DAMAGE OR DISTURBANCE, _TROUTS SMALL BE EASE JORDAN IRON WORKS, INC. 5 A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE RE U /RED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL L BE INE CONTRACTORS AESP ONS/BlLl7Y 70 SECURE ALL NECESSARY PERM /7S PR /OR TO STAR77NG CPNS7RUC77004 (IN SEE CI7 ON WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE UTILITY �( DEPARTMENT 24 HOURS IN ADVANCE OF BACKRLLING ALL CONS7RUC770/4 SIDE: SI'Mrk 6. CONTRACTOR IS SOLE[ Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUC77ON AND FOR 7HE SAFETY OF NO. 898 OR EQUAL CLEAN CUT SHALL BE A WATER TIGHT ASSEMBLY. WORKERS AND OTHERS ON 7HF CONSTRUCTION SITE Z IT SHALL BE Pit- RESPONSIBIL17Y OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELAIED PERMITS PRIOR TO ANY CONSIROCnoN MPTV TO PROPERTY LINE) ze & PLANS APPROVED BY THE CITY OF REN701V PUBLIC WORKS DEPAR7MENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 517E WHENEVER CONSTRUCTION IS IN PROGRESS (\\ }J= 10 THE CONTRACTOR SHALL PROVIDE INE CITY Of RENTON NTH AN AS -BUILT DRAlMNC OF THE SAN /TARP SEWER SYSTEM WHICH HAS BEEN (IONCRmi CLASS 3000, PAD AROUND THE RING AND COVER. STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. I1. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX /MUM DEPTH OF 8 INCHES, THOROUGH( Y TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ADOPTED ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO 7HE SIDE OF THE TRENCH. MATERIALS TO COMPLE7E 7HE FILL OWR THE PIPE SHALL BE THE SAME AS DESCRIBED. +. w s5 -HALT ROADWAYS. RESTORE AND CLEANOUT RING AND a , AFFAIR L" a 12 OPEN CUT ROAD CROSSINGS FOR UTILITY IRENCHES ON EX /STING ]RAVELED ROADWAY SHALL BE BACKFILLED WIN CRUSHED ROCK AND GL MECHANICALL Y COMPACTED CUTS INTO EXISTING ASPHALT SHALL BE NEA7ZINE CUT W17N A SAW IN A CONTINUOUS LINE. A 7EMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIA7EL Y AFTER BACKFILL AND COMPACTION. A PERMANENT HOT M/X PATCH SHALL BE PLACED E-1 3D WITHIN 10 GAYS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS �< W GO 13 DA NM SHALL BE C17Y OF PENTON, NA 1988 (METERS) AND NAO 1983/1991 (METERS) H m 74. ALL DISTURBED AREAS SHALL BE SEEDL:D AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF 7HE DEPARTMENT FOR THE z PREVENTION OF ON -SITE EROSION AFTER THE COMPLE77ON OF CONSTRUCTION. O IS ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE NTH S£07701V 7- 02.3(1) OF A� m THE CURRENT STATE OF WASHINGTON STANDARD SPECIRCA77ONS FOR ROAD AND BRIDGE CONSTRUCTION. 7HlS SHALL INCLUDE NECESSARY LEVELING OF THE 7R£NCH BOTTOM OR 7HE TOP OF THE FOUNDA770N MA7ER /AL AS KZL AS PLACEMENT AND COMPACTION OF REQUIRED •e z BEDDING MA7ERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF PIPE WILL BE SUPPORTED ON A UN /FORM[ Y DENSE UNYIELDING BASE PIPE BEDDING SHALL BE PEA GRAVEL 6' ABOVE AND BELOW 7HE PIPE. a 16 SANITARY SEWER PIPE SHALL BE POLYWNZ CHLORIDE (PVC) RUBBER GASKE70 ASN D 3034, SOR 35 OR OUCPLE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LATEST REVS /ON OF AWWA C110 & C111, THICKNESS CL 52. R 510 __ 71. IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MIN /MUM OF 6' AND A MAX /MUM OF 18' ABOVE£ FIN /SHED GRADE IN PAVED AREAS, o COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PANNG 78. ALL SAN /TARP SEWER IMPROVEMENTS SHALL BE CON57RUCTE2 IN ACCORDANCE WITH THESE APPROVED PLANS ANY DENATIChY FROM a THESE PLANS WILL REQUIRE APPROVAL FROM THE ONNER, EN67NEER AND APPROPR /A7£ PUBLIC AGENG£S 19 LOC4II00/5 OF ROADWAYS BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROMU47E. FOR DIMENSIONED LOCATIONS OF THESE owlelnnl IMPROVEMENTS REFER TO THE ARCHITECTURAL S17E PLAN, IMPROVEMENT AND STRUCTURE LOCATIONS SHALL HE FIELD SET BY THE 2 ENGINEER AS REQUIRED. to Q ; _ 20 ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS ALL MANHOLES SHALL HAVE A MIN /MUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE AD✓US7E0 TO FINISH GRADE PRIOR TO FINAL PAV4NG OR LANDSCAPING 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAX /MUM DRY DENSITY PER ASTM D- 1557 -70 (MOD /RED i PROCTOR), FOR THE FIRST THREE FEET ABOVE THE P /PE. THE REMA/N/NG BAmm MAY BE TO 90 %/F NOT /N AN AREA OF FUTURE PAVEMENT OR SIRU67URAL FILL. TRENCH BACKFILL AND COMPACTION SHALL BE COMPLE7£0 PR /OR TO 7ESDNG LINES FOR LEAKAGE. ti ti Y 22 ALL SIDE SEWERS SHALL BE A MINIMUM 6' DIAMETER AND HAVE A MINIMUM SLOPE OF 20% PROPERTY/LOT CORNERS AND /OR m m BUILDING IOCA17ONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PR /OR TO ANY SEVER CONSTRUCTION. SIOE SENfR 7fE A STA 77ONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE THE CONTRACTOR SHALL MA /NIA /N ACCURA 7E AS -BU /L T RECORDS 5 .. o OF ALL SIDE SEWER LOCATIONS ALL SIDE SEWERS SHALL BE IE970 AT THE 71ME OF MAIN LINE 7ESI NG 2J. WHERE A WATER MAIN CROSSES ABOVE THE SAN /TARP SEVER, AND LESS THAN 310' OF VERTICAL CLEARANCE EX /STS BETWEEN THE TOP I\ h a Q m a OF SEWER AND BOTTOM OF WATER MAIN, THE SEVER SHALL BE CON57RUC7ED OR RECON57ROC7E0 WITH DUC77LE IRON PIPE (CLASS 50) a FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF 7HE WATER MA /N CROSSING 24. SANITARY SEWER MAIN LINES (8' DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET 70 ANY BUILDING e a ^' o OR 5 FEET TO ANY CARPORT. 25 ANEW 6'ON106070/45 TO EXISTING FACILITIES SHALL BE SEALED Off UN77L UPSTREAM CON57RLIC7701V IS FIN /SHED, IE57E0, CLEANED AND h ti m m m ACCEPTED. ALL CON57RUC71ON DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING 7HE SEAL. ALL TESTING SHALL BE IN 7HE 11> PRESENCE OF A CITY OF RENTON INSPECTOR. 26 PRIOR TO ACCEPTANCE OF CONSTRUCTION AND /OR ISSUANCE OF OCCUPANCY PERMITS, EN671VEERRISURVEYOR- CER77RED AS -BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY SEVER FACILITIES F z c s" Bw1.mINC sL ER PIPC 2 SJO ER "CE 4ARIER DINT TEL 'NTH A •IT -OJHFI ll'. 9 P RTCN 2t NS TEND ON !- .' I N M SEOhfl Y-.H INCH w F A( !P TFR ANO RF ! TRIPPED p 401 ID it Si11D AND %TF \OFD Tf THE a C^ - F, SL,D. R., wz:s EL!EeANO_a:;l.(znr S�!'IFft JILFSS ,I R l Y Y MAIL .r 1, 1 ,AA- FOOD EC li f IR1 A 3pN JJLC IFA I3 1 1 f . 1011 /LI IA IT TI {A :Di AT rmEN 4rv[c n +D r vE Tc exa }ly MNN AL AM ML REENFDR LCEITF, F AND CI PPE SPIED MAINS FIC 1, IT C 1 ). a'TRHA) A PIPE A B CO-, n. f 1.'.,E A NEW -LE SIP I ON II 6c L BL L ELF AST ACT F OR ULIL -. A 1:3:5 MIX CONCRETE BLOCKING i RID V\ ��. a' SIDE OUTLET __ SEWER MAIN 6' ?OI. Coucaft-11 BE M1FEjNQ:--ASDGLL 0 IMF AT LAIN OVER E4E ✓�T_(ru RECESSED LIFT POCKET %" 11 N.C. SOCKET HE SCREW 1 Y" LONG (BRONZE OR S, S.) B x 2 RAISED PADS -•- 12 Y4" - 14 2.. 1 H 2.. ja 1 .' I 12 Ya" �''-/tST IRON RING AND COVER J 2' -0° ,I ELI FIBER JOINT J PACKING 4 ( /8) BEND NO v P~C� ,OA /---\ NOTE. - - 8" Mn .> ) VIA a 8" MIA! v U V. I,/ AN Iu_E FT 4IF AND COVER I RTFPS TO IF S /a' d D`104NFIA BUY NAF AV,OFO OP `nvm_ 'AFT DRAWING RR2S '1. UNLESS OiHLGVP1SE 2G, Tim 9PF SEVIEf I 1 {A:; / 10RIZO TA tLNFI 4. :J!.Al -n "- S�tNER E EJ ;III RECESSED LIFT POCKET %" 11 N.C. SOCKET HE SCREW 1 Y" LONG (BRONZE OR S, S.) B x 2 RAISED PADS -•- 12 Y4" - 14 2.. 1 H 2.. ja 1 .' I 12 Ya" �''-/tST IRON RING AND COVER J 2' -0° ,I ELI FIBER JOINT J PACKING 4 ( /8) BEND NO v P~C� ,OA /---\ NOTE. - - 8" Mn .> ) VIA a 8" MIA! v U V. I,/ AN Iu_E FT 4IF AND COVER I RTFPS TO IF S /a' d D`104NFIA BUY NAF AV,OFO OP `nvm_ 'AFT DRAWING RR2S '1. UNLESS OiHLGVP1SE SHOWN ON P AN, SIDE SEVIEf I 1 {A:; rAS`1NG TO BE PER W AVANG BR2S. t _ 4. A MINIMUM 25 COVER AT PROPERTY LINE OR F3 F 2LAN E /I FI ASTAM C -443 hl 6 IRAN 'I HE IOVASI H(t SI_.- LEVA16)N, WIRCPtP\BR ., L VVI F COATED (SEA D) V1 1 A HbH SC R 1111 DIAIL C ( AR AID Oil ST,-P,, __ .J /q" D^FORIVIED BAR ' IF <HAI i DE NCI .(IDF ) )V R_ IE RI 'R T.y PIPE INC., RUBBER CAI( TE] ONIA SHALL P N CN ORH \ TI S APPRON 1QJAi.. Q',IT PROFILE, HF�GNT SHAH BE A UNARM OF /4 -['1 L L Irl - 1 HILL NE-Or RIFF NA?TIT.4RY MA NGOL D CON DEC DOV TO IANNF E SHALL B AL N( JR. u 1 E N1O}5 0' .V% _TROUTS SMALL BE EASE JORDAN IRON WORKS, INC. APPROVED FCJA, TYPICAL DETAIL o E'I'ANDAND SIDE: SI'Mrk INS'I'ALLATIO\ NO. 898 OR EQUAL CLEAN CUT SHALL BE A WATER TIGHT ASSEMBLY. AND HAVE A'S RETRAX' IDIWEEN, 1.0 IA_L? .1 ' ,. PI 118-,AILED (Hl VP.4 MPTV TO PROPERTY LINE) 2. IN UNIMPROVED AREAS. POUR A L-0•' THICK, T -0" SQUARE NRD P 9 TAG VCV9 (\\ }J= ➢4/0 ST DATE: 4 (IONCRmi CLASS 3000, PAD AROUND THE RING AND COVER. 4 iTO 'I .'r ADOPTED +. w s5 -HALT ROADWAYS. RESTORE AND CLEANOUT RING AND _ An P P R_) , AFFAIR 1371 S? PAGE: cl O' xtNTOF CJ'uR AS REBUKED BY STANDARD DETAIL GNAWING SAW. ppn 1 mtlldOY W \ � i Yn t NS Lsr DATE.. Q%/,, R 510 __ 6 r � .- I SC/8 a -r P „rl., Fo/B owlelnnl MORTAR 112 ? IV{IN. (, " ,IIAX. 'fPE S ZE LADULR -�.C. ALUMINUM OR GAL'VFT'P ED STEEL 0;`Y'FIR -F SHELF L I .; I''_ g ' 4ST BA E ',, ,um / /`T ') A)T IY iFLF. - SANITARY F.AN, -L. NT 'AL L,`CfAL- Vql ':::nIF A 0.8 IH � M1P C4 Vlri _ sa 60 114 6C - - 8" Mn .> ) VIA a 8" MIA! v U V. I,/ AN Iu_E FT 4IF AND COVER I RTFPS TO IF S /a' d D`104NFIA BUY NAF AV,OFO OP `nvm_ 'AFT DRAWING RR2S '1. P OAGE ALI I !JS', ^' MIAI.) rAS`1NG TO BE PER W AVANG BR2S. t _ 4. MANHOLE SECTION TO 6C OF R INFCP -ED PI 'A ) FEU3JP GA X ') A ll \TS IN F 2LAN E /I FI ASTAM C -443 hl 6 SAKI }ARY SEVIER MANHOLES 9 L C PC FPF A,%VNNQ AN.CLINE. ,i COATED (SEA D) V1 1 A HbH SC R 1111 DIAIL C ( AR AID Oil ST,-P,, __ .J /q" D^FORIVIED BAR ' IF <HAI i DE NCI .(IDF ) )V R_ IE RI 'R T.y PIPE INC., RUBBER CAI( TE] ONIA SHALL P N CN ORH \ TI S APPRON 1QJAi.. B. PROFILE, HF�GNT SHAH BE A UNARM OF /4 -['1 L L Irl - 1 HILL NE-Or RIFF NA?TIT.4RY MA NGOL D CON DEC DOV TO IANNF E SHALL B AL N( JR. u 1 E N1O}5 0' .V% ,IIAX. 'fPE S ZE LADULR -�.C. ALUMINUM OR GAL'VFT'P ED STEEL 0;`Y'FIR -F SHELF L I .; I''_ g ' 4ST BA E ',, ,um / /`T ') A)T IY iFLF. - SANITARY F.AN, -L. NT 'AL L,`CfAL- Vql ':::nIF A 0.8 IH � M1P C4 Vlri _ sa 60 114 6C - - 8" Mn .> ) VIA a 8" MIA! v U V. r _�- Ll E93 =S:_ RTFPS TO IF S /a' d D`104NFIA BUY NAF AV,OFO OP `nvm_ '1. SF_PS ARE TO BE IN PLACE D FORE ANHOI '!I NYIA_I::D. ]. rAS`1NG TO BE PER W AVANG BR2S. _ 4. MANHOLE SECTION TO 6C OF R INFCP -ED PI 'A ) ALL .ANN'S E4AL E SEELI G 6 SAKI }ARY SEVIER MANHOLES 9 L C PC FPF A,%VNNQ AN.CLINE. COATED (SEA D) V1 1 A HbH SC R 1111 DIAIL C ( AR AID Oil APROVO ECLA COLOR V9(CAl! SH 91 TTL > RUBBER CAI( TE] ONIA SHALL P N CN ORH \ TI S B. PROFILE, HF�GNT SHAH BE A UNARM OF /4 -['1 L L Irl - 1 HILL NE-Or RIFF NA?TIT.4RY MA NGOL D CON DEC DOV TO IANNF E SHALL B AL N( JR. u 1 E N1O}5 0' APPROVED FCJA, TYPICAL DETAIL o v N.DLEE EQUAL TO AND GREATER 1 11. OF ILL 1 v Ir F L11 BO" L AILL EY AND HAVE A'S RETRAX' IDIWEEN, 1.0 IA_L? .1 ' ,. PI 118-,AILED A LOT ]ED TI TO OF REVTCfi NRD P 9 TAG VCV9 (\\ }J= ➢4/0 ST DATE: 4 4 iTO 'I 9 6 nd a _ An P P R_) , AFFAIR 1371 S? PAGE: CLASS WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 8 OR 6 INCH CL.EANOUT tT4' p' ADOPTED !pyq�q CLOY OF SENIOR �• ' STANDARD RLANS TO- 1ST DATE: 03/2005 4 BT'U AS BE.". (NO MORE . -� A 30 I S GME EE TMAY 45' BEND). EVERY ND :' CI£ANO T f/YE M!IS CG P SHED BY IE.W$ CYAN GE IN TRfCIION OR X., La' PEN) AND PLUG. � � M. 'REND Wl REQUIRE A BUREAU . i r` - -1 i V 5 8 NDS Sh t. NO *. QUEADECT NNE. ` Y, al I 88 I=PTASL . z ( h MCVSE NAN SC p / OP' c IIC1N, 1 . $ESAR r: =E SUARE (` :rmICAL) EwcA PIPE SITE N I ",A ]. CCa OU < }ES l:, A, hIN A.U4 LINE Sir Oa 11 iR IIIF'1 AHE TO EnCE ur Idt E F Lwu is s' n A' CIFAAQC PROP_ NNE vM V,ITH PWG 4PI L) HO t^Y _ ,- IT Mlla. -A I " RC -LLR TY�yjBU1LDWG SP.vER I\ STALL:.TIOA'011 y 7A�QLLAN DILON' SEWER SERVES Y DJO AV.NG J < EVE1. H NS LOC iE0 BELOV i {S E EV ON 6 < T UPSTREAM VANMOLE COVER OF ITC BLIC YSTEM A BACK LOn'PRF\ENlON EAU SUCH z CNE_R EXiEN0A3LE CAPTIVATOR VALVE C JR ) EQUAL SMALL Bc IN AL-ED - m 1 R COXIIIING T, .c� ' CILPC@ CT +Gfic AN EQUAL TO IIT Ok U4I. i0 Pi o ?rY R ACE C EA1.T SURFACE I ... E �' CLEAN U 4 x v" PIPIA•D 4 9' PIGMiG PLAN �4 '' 4F I¢I itt )V RING DRAIN AC P AND P AA C I OR Loll HOUSE " a J NB PLE B LI f NOTES R Y- 11 coup we 10 I I LAD s' HIPe P 1 -V , m� rt A, RE1A'N Z D CAP IXt M 4 1 C'y IR [ P We. 0 IT N ONE ANY W i O X. SC TC (PL.. V R. iryn el pOV u.0 IIIM4 a - e oV>nwa , 11 i L EUND N .,F ER Cf' ?L a ey IM oma:men• a enl Y - , v m sP l" ii me RED CER• ff E AhD DE uJ AS RILTI RI D. P c 1 lID E LOT PELF De'TAD IRAN DRS. .1nt e FAC DDB l 'N Aix DIY .04 then e.n e 8 PB ^ SKK.. fi Y ,B ty OCYOND FLt OI'E.T A Fe, MI IAA e w'm .RU me .ae, P ", t n4 nu Oil P NA,B .0 na •.M Mm ICna, f. A, btu IF. F "I 0 III- e.- 10 m.. r ...l v. n Vac A- it H. Hat..: „ 1"c A Am -mill., AFNANN, m.a - I. r'.. u AN a h VP.X 1XI It. Am IN.m.NI�e'A''':' LAI .mm u L n 1N It .em v. rr uP t.n��N +mmema- n.r. c IN, MQ X ter WiBA, me ere-A -'t, Mme F, ...en lNH G..nS BMBC a HRO9 / E TO, AID 17 T, NOIP P 4R M AIT _AN iwlm,c NSmu,nTroN CALL FOR LOLAIII`GS BEFORL (OU DIG LEHR LOCATORS 1 -800- 424- S•A55 TYPICAL BUILDING SE'MRER - SIDE SEWER (PROPER:- JACK) TO BUILDING CONNECTION INSTALLATION PLAN emi = PAN ll a u a, meA em...n A ADOPTED „ ... >. old I / u � CIIW O➢ RF'NT9A' �C TANDARO P'ANH tS ISI DArF::04 /C4 DATE03 05 etlit note - DCV .,D4 _jiEV,SIDN BY OR OXG NAM - BU82 SP -AOI-i 8NO 5- 341505 b', 5- 3475-02- _' "V3'�Y "(I'Ii6fIC Plluill lq'u Ilij UNDERGROUND LOCATOR SERVICE CALL BEf-ORE YOU DiG! 1 -800- 424 -5555 C 1111 11911 OOIO i':Ilti iii0 :. •i•.- RECOMMENDED FOR APPROVAL 8Y.- DA IE' 8K ___._ DAT[:' - 8Y DAIS• a g F N }4 0 d y w Y Z U J m O A, 2 a g ti I is 2 � 4 v Y I'I II II II > - � ei —i`— ) c D PI� � I JJJ 3 II� 49 NW g/A NW.1 SEC, 15, n D °� 0— i Xi,\ o, Dn , A 23 N.. ROE. 5 i ( _ 9 I — 7 m JA�nY eJ 1. F )),I J ti 1 C Ix L "3 ® T}P£ l CATCH BASIN w/ THRU –CURB FRAME TYPE If CATCH BASIN ® TYPE 7/ CATCH BASIN w/ SOLID LOCKNG RD ® T>PE d CATCH DASH w/ 7HRU -CUR8 FRAME —55— ' O M w V a Q ' a ,`UN 0 3\1 S i i_.L a g F N }4 0 d y w Y Z U J m O A, 2 a g ti I is 2 � 4 v Y I'I II II II > - � ei —i`— ) c D PI� � I JJJ 3 II� 49 NW g/A NW.1 SEC, 15, n D °� 0— i Xi,\ o, Dn , A 23 N.. ROE. 5 i ( _ 9 I — 7 m V u JA�nY eJ 1. TYPE l CATCH BASIN )),I J ti 1 C Ix L "3 ® T}P£ l CATCH BASIN w/ THRU –CURB FRAME TYPE If CATCH BASIN ® TYPE 7/ CATCH BASIN w/ SOLID LOCKNG RD ® T>PE d CATCH DASH w/ 7HRU -CUR8 FRAME —55— SANITARY SEWER PIPE O SANITARY SEWER MANHOLE it tP E x 1 ,`UN 0 3\1 S i i_.L V u JA�nY eJ 1. TYPE l CATCH BASIN )),I J ti 1 C Ix L "3 ® T}P£ l CATCH BASIN w/ THRU –CURB FRAME TYPE If CATCH BASIN ® TYPE 7/ CATCH BASIN w/ SOLID LOCKNG RD ® T>PE d CATCH DASH w/ 7HRU -CUR8 FRAME —55— SANITARY SEWER PIPE O SANITARY SEWER MANHOLE -W —. WATER MAIN 9 — WA7£R METER & SERNCE 0 FIRE HYDRANT li .... ....,. ....� di.4 V IY1 Zvi >i LEGEND —SD— STORM DRAIN PIPE ® TYPE l CATCH BASIN 9 TYPE l CATCH BAS IN w/ SOLID LOCKING LID ® T}P£ l CATCH BASIN w/ THRU –CURB FRAME TYPE If CATCH BASIN ® TYPE 7/ CATCH BASIN w/ SOLID LOCKNG RD ® T>PE d CATCH DASH w/ 7HRU -CUR8 FRAME —55— SANITARY SEWER PIPE O SANITARY SEWER MANHOLE -W —. WATER MAIN 9 — WA7£R METER & SERNCE 0 FIRE HYDRANT RECOMMENDED FOR APPROVAL BY DATE., BK DATE. — BY DATE. — 1477 1 NE 29th Place Suite l01 Bellevue, Washington 98007 SCALE ff _ 4of CORE DESIGN 425.885.7877 Fax 425.885.7963 0 20 40 B0 ENGINEERING • PLANNING SURVEYING COREJOW 07069 ,�2Z� W- 347504 5`3x-7503 ojv �) COMP05 17E UAUTY PLAN C7.01 Q.B% (,J � 3`F75U$ s- 37506