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HomeMy WebLinkAboutWWP2703475.2NW 1,/41 NW 114, SEC, 15, TWR 23 N,, RGE, 5 E,, W,M. SANITARYSEWER NOTES N _• = Ivf w z Z 1. ALL I+VRK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LA IFST E01770111 OF 77 E WSDOT/APWA STANDARDS AND SPECIFICA 77ONS. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE ZIMI7FD 70 8.•30 AM TO J JO PM ON WEEKDAYS UNLESS OTHERNISF APPROVED IN WRI77NG BY THE DEPARTMENT OF PUBLIC il AT 425-4,30-7200. ALL STREET CLOSURES, PAR77AL OR FULL, SHALL BE C APPROV/ D BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS /N ADVANCE. THE POLICE DEPARTMENT, FIRE DEPAR7MfIVT, AND 911 MALL BE N077FIED 24 HOURS IN ADVANCE. J ALL COIVSIRUC77ON SHALL BE IN ACCORDANCE WTH "STANDARD SPECIFICA7700 FOR MUNICIPAL PUBLIC WORKS CON57RUC770N" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIA77ON (APWA), LATEST ED177ON AND THE CITY OF RENTON STANDARD SPECIFICA7ONS. 4. ALL LOCA77ONS OF EXIS77NG UTILI77ES SHOWN ARE APPROX/MA1F AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA7701V SO AS TO AVOID DAMAGE OR DISTURBANCE. ~ 5. A PRE-CON57RUC77ON CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONS7RUC7701V IT SHALL �+ BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSIRUC770N. (INSPECTION MLL BE ACCOMPLISHED BY A REPRESENTA 77VE OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO N077FY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONS TRUC77ON. 6. CONTRACTOR lS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSIRUC77ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CON57PUC77ON SITE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELA7F0 PERMITS PRIOR TO ANY CONSTRUC770N. 8. PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 1� 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB Sl1F #6ENEIER CON57RUC770N IS IN PROGRESS. 1 10. THE CONTRACTOR SHALL PROWDE THE CITY OF RENTON WITH AN AS-BUIL T DRAWING OF IRE SANITARY SEWER SYSTEM *11CH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKF/LL SHALL BE PLACED SQUALL Y ON BOTH SIDES OF THE PIPE /N LA YERS WITH A LOOSE A VERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHL Y TAMPING EACH LA YER TO 95Z OF MAXIMUM DENSITY. THESE COMPACTED LA YERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. a I -I-' 12. OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXIS77NG TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND ll MECHANICALL Y COMPACTED. CUTS' INTO EXISTING ASPHALT SHALL BE NEA7ZINE CUT WTH A SAW 1N A COIV77N000S LINE. A TEMPORARY Q C) Y COLD MIX PA TCH MUST BE PLACED IMMEDIA TEL Y AFTER BACKFILL AND COMPAC77ON. A PERMANENT HOT MIX PA TCH SHALL BE PLACED 3 WITHIN 10 DAYS AND SHALL BE PER CURRENT CITY OF MENTON STANDARDS. m IJ DATUM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 198 I1991 (METERS) ~ W 14. ALL DI57URBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWSE STABILIZED TO THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVEN70N OF ON-SITF EROSION AFTER THE COMPLE77ON OF CON57PUC77ON. Z J 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERL Y PREPARED FOUNDA 77ON IN ACCORDANCE WITH SECTION 7-02.,3(1) OF m THE CURRENT STA TF OF WASH/NGTON STANDARD SPEC/FICA 77ONS FOR ROAD AND BRIDGE CONSIRUCIION. THIS SHALL INCLUDE NECESSARY Z LEVELING OF THE 7RENCH BOTTOM OR THE TOP OF THE FOUNDA 77ON MATERIAL AS WELL AS PLACEMENT AND COMPAC7701V OF REQUIRED Z BEDDING MA TER/AL TO UNIFORM GRADE SO THA T 11E ENTIRE LENGTH OF PIPE IMLL BE SUPPORTED ON A UN/FORML Y DENSE UNYIELDING !41F g BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. n 16. SANITARY SEWER PIPE SHALL BE POL YVINYL CHLORIDE (PVC) RUBBER GASKEIFD ASTM D JOJ4, SDR 35 OR DUC77LE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LATEST REVISION OF AWWA C110 & C111, THICKNESS m� 11 52. �m 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE, IN PAVED AREAS, o COVER MUST SLOPE IN ALL DIREC77ONS TO MA TCH PA VING. IN g 18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEKA 77ON FROM THESE PLANS WLL REOUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES, 19. LOCATIONS OF ROADWA Y ,, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE FOR DIMENSIONED LOCA 77ONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND S7RUC7URE LOCA77ONS SHALL BE FIELD SET BY THE o Z Z ENGINEER AS REQUIRED. o� Q _ 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIF/CA 7701VS. ALL MANHOLES SHALL HA VE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT. ALL MANHOLE COVERS SHALL BE ADJU57ED TO KNISH GRADE PRIOR TO FINAL PAVING OR LANDSCAPING. 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MA Y BE TO 90% IF NOT IN AN AREA OF FUTURE PA VEMENT OR 51RUCIURAL FILL. ]BENCH BACKFILL AND COMPAC110N SHALL 8E COMPLETED PRIOR TO TESTING LINES FOR LEAKAGE. 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.OX PROPERTY/LOT CORNERS AND/OR m zS m BUILDING LOCA7701VS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER COIVSIRUC77ON. SIDE SEWER TEE e a STA 77ONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURA 7F AS-BUIL T RECORDS Z _ OF ALL SIDE SEWER LOCA7701VS. ALL SIDE SEWERS SHALL BE IFSTED AT THE 77ME OF MAIN LINE 7FS77NG. H In 0 U �j 23. WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN J10" OF IER7ICAL CLEARANCE EXISTS BET#EEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSIRUC70 WITH DUC77LE IRON PIPE (CLASS 50) a Q FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE W47FR MAIN CROSSING. $ \ Q 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSIRUC7ED ANY CLOSER THAN 10 FEET TO ANY BUILDING o \ o OR 5 FEET TO ANY CARPORT. 25. NEW CONIVEC77ONS TO EXIS77NG FAC/L/77ES SHALL SE SEALED OFF UN77L UPSTREAM CON57PUCT/ON /S FIN/SHED, 1FSTED, CLEANED AND l� m ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL 1ES771VG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26. PRIOR TO ACCEPTANCE OF COIVS7RUC77ON AND/OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER/SURVEYOR-CER77FIED AS-BUIL T DRAWINGS MUST BE PREPARED OF ALL SANITARY SEN£R FACILl11ES m©0K, �RbPERTY LINE FUTURE 6" BUILDING SEWER PIPE ---- � -_ - ; BUILDING SEWER z 2"x 4' STUD SERVICE MARKER PAINT TEE WITH S" SIDE CUTLET UPPER PORTION Vr'HIT_ ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BACK LETTERS. AND #6 W RE WRAPPED AROUND THE STUD AND EXTENDED TO THE TDr OF "'HE STUD, E' _101 SEWER AND OULD-ING SFNFER UNLESS OTHERWISE APPROVED BY THE CITY, MAKE. TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EX`STING MAIN, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TO 9E CORE GRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TE= S,CTiONFD IN. j- 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE, ---?r 1:3:5 MIX coNCREEE B,_ocKirlL7 6" SIDE OUTLET TEE -SEWER MAIN 6 MNI, CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELCVAT'iON HORIZONTAL SEWER MAIN TYYPIC'AL SIDE SEWER LLE ll'JN NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE I_OWFST HOUSE ELEVA-110N, WHICHEVER IS LOWER- MORTAR FILLET RECESSED LIFT POCKET .';/" i 1 A. 1-1- 1- 11" - - - 12 34" 14" {-_ {T 1h(__)N-' NOTES:- STANDARD SIDE SEWER INSTALLATION I. 8" CLEANGUTS SHALL, BE EASE JORDAN IRON WORKS, INC. No, 3698 OR EQUAL- CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. {CEP 1 R MAIN Trj PROPERTY LINE) 2. IN UNIMPROVED AREAS, POUR A ''€'-C" THICK, 2'-D" SQUARE S A ADOPTED CC•NCRE''E, CLASS 3000, PAD AROUND THE RING AND COVER. 4, IN ASPHALT ROADWAYS. RESTORE AROUND CLEANOUT RING AND 1 CITY OF RENTObi COV'£R AS REQUIRED 81' STANDARD DETAIL DRAWNQ BR36. �'•I• + STANDARD PLANS LST DA^E: 04104 DWO. NAME: B078 SP PAGE: E078-- MANHHOLE FRAME AND COVER SEE DRAWING tHl (SP PAGE 9074) ADJUSTMEN-r (4" MIN-) CONE RUBBERS G.ASItLTED JO!N TS IN ACCORDANCE W'i 11 H ASTM C-443 STEPS -- 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL,. MAX, PIPE S17E -- `E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST RASE SECTION OR CAST IN SHELF. SANI.I-ARY VALHOLES TYPIC'AL. D_ A''' NOT TO SCALE 48" MH 4B" ..1 6„_MIN. -55"MIN 24"MIN. 21" I.D. 54" h�HT 4'- I MIN. 5.5" V?iP1. i 24„ MIN. 24" D 60" mH --60" 8"' MIN. 6" MIN. MIN. 30" 1.0. I r;o=Esc I 1, STEP, TO BF 33 4" 0 DEFORMED PAR GAI_VANIZEI7 SAFETY S.EPS OR FgUAL. I 2, SEEPS ARE 10 BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3 CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE Of REINFORCED PRECAST CONCRE L. 5 ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCL_IDING CHANNELING, COATED ,SEA'_ED) WITH A HIGH SOLIDS URETHANE COATNG; WASSER MC;-AROSH ELD OR APPROVED EOUAIL; COLOR Or COATING SHALL BE WHITE. 7. RUEPER GASKETED JOINTS SHALL BE ?N CONFO MANCE WITH ASTM C-44,3. S. CHANNEL. HEIGHT SHALL BF A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIP£. SANITARY MANHOLE -2. CONNECTIONS TO MANHOLE SHALL BE +WADE USING GPK ADAPTOR, KOR--N-SEAL BOOTS OR APPROVED EQUA_, TYPICAI, DETAIL "IC- MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL BE A MINIMUM 60" DIAlETEP AND HAVE A "SURETRACK" CL!MEINO AND FALL PROTECTION SYSTEM iNSTIALLED. ' ADOPTED O vT � CITY OF RENTON STANDARD PLANS LST DATE: 04/04 04 10 0 L Rev€'ed n 0 '17 96 Aclded nose A G NAVE:P071 5' PAGE:8�71 DATE _ -_- F ;SION _PY AP�R'n DWG. CONCRE CLASS 2 TIGHT 70 8 OR 6 INCH CLEANOUT ti� G ADOPTED CITY OF RENTON + STANDARD PLANS LIST DATE: 03/2005 DWC. NAME: B076-1 SP PAGE: B076,1 w 4" BENO AS REQUIRED (NO MORE ALL 90' TURNS SHALL HE THAN 45' BEND). EVERY 2ND 4" CLEANOUT WYE WfTH 'r ACCOMPLISHED BY MEANS CHANGE !N "RtCIIOPk UK GKADE 45' DZND AND PLUC. % OF A WYL AND 4n_' SEND. WILL RECU!RE A SURFACE jjj �% `x-"-"'�"�'-- TWO 45' BENDS SHALL NOT CLEANOUT WYE. BE ACCEPTABLE. a. HOUSE �' HOUSE a') HOUSE HOUSE ?°[{[{ -i" SEWER PIPE -4" SURFACE (T (PiCAL) CL"ANOUT r-' 4" SEWER PIPE, SEE NOTES ^ AND 3. WYE I 4" TEST TEE WITH MINIMUM LINE SIZE FOR OTHER THAN PLUG FACE UP SINGLE FAMILY IS 6" 3 - 4" CLEANOUT (TYPICAL) t PROPERTY LINE WYE WITH PliiG �� I' �PftOPERTY LINE S` MIN. Is ��.6"x c" REDUCER co , z z � (TYPICAL_) F MAN SEWER LINE w w TYPICAL BUILDING SEWER INSTALLATION PLAN z IF THE BUI'_DING SEWER SERVES ANY FIXTURE HAVING a FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF < THE NeXT UPSTREAM MANHOLE COVER OF THE PUBLIC I SEWER SYSTEM, A BACKFLOW PREVENTION DEUCE SUCH o ? - AS CLEAN CHECK EXTENDABLE BACKWATER VALVE UR ! - APPROVED FQUA= SHALL BE INSTALLED- �/� 1/J.LG r711Lc _ iE _4" SOIL PIPE -4" CALDER COUPLING 4" CALDER COUPLING z "> OR EQUAL TO FIT Z r OR EQUAL TC FIT a SURFACE CLEANOUT SURFACE -, 4"x 4".4" WYE CLEANOUT 4"x cc m 1 A" PIPING P LA'N ^/�- 4"x 4`•x 4" TEST TEE BUI_DING CR.AIN N FACE UP AND PLUG3ED FOR LOW HOUSE n� r--4" NIPPLE z x1w -6"x 4" REDUCER 6" COUPLING TG' FIT END 6" PIPE NOTES: �lz t. Prier to Insio!ioiion of a sanitary sewer aonnectlan, a side -sewer yermlt must he � � z`"REMOVE 2"x4" STtJC P.NC CAP DR PLJG purchased from the City of Renton Public thbtks Deparfinen t. ON END OR EXiSTING 8" SEWER PIPE. AND 2. Types of p-pe and fittings thet can be used for sanitary sewers shall be apnr7ved a_ I INSTALL BUILDING SEVIER COii^L;NOS, by the 0epartment of Pubic Works. Rubber or neoprene casket., o=_ specified by the Ta REDUCER, TEES, AND BENDS AS REQUIRED. menufcclurer, shay be used on Joints. PRGPE:,�TY I IN"' . r.`-'"" SEE SIDE SEWER DETAIL DWG 3R39, mn 7. A im rr- 9-de of 2% (1/4" per foot) -roust be mantamed with 4" pipe. In the » � ✓" SP PAGE 9078 ert at%ugrade cannot ce maintained, the owner must grant - grads release to the OLu PIPING TO 6'-0" City and then can i..stoll 8' pipe a, a grade of e-r w r-Y ;.+r BEYOND PROPERTY LINE r Y- L) 4. For inspection cf side sewer, cell 24 hours in advance. The Inspection phone d w 1 6" SIDE IC UTLET FIFE ,:'ber ;u en the side s er permit. Siteust be ready for inspection and G o SEE NOTE 6 SEWER VAIN representatAre an site wie.R trap e`.or 5 rives at appointee time. Sid. sewer and stub shall be tested per City sp-if, ,take the connection aI the hawse- Da not - PLAN hackfiii the ditch until eppro,,. .,•.. by the inspector. Final approval will be cranked _ J ': l'� RUILCING efter the existing septic tank nos 6=u pumped out and filled with send. _ a-- _r SEWER INSTILLATION 5. Insta!1 side s - with Y minimum cover. ?S" cover ie -11-ed ct the hease if butte: is ,hollow. E. If side sewer stub is nal avalla6ie. The c.,nn shall ',e resPns:'.Sle for Its Installation. The side sewer she be o _t availab:e, unlace otherwise approved by the city o u ed to CALL FOR LOCATIONS BEFORE YOU DIC sewer main with stoinled ss steel hand- vher _=n, - "� r "t'll'ing niam. Plan a,, ram -tamed cancrote, D pipe and C7�t?. o to be core 48HR LOCATORS i 800--424-517 drilled. Vrlfl ted clay pipe shall be cut and have In. AI', work within street right-af-way shall be dens by o licensed b­deer contractor. 7. AI work ehail be accomplished in accordance with the Washington Induetr!a¢ Safety a d lobith Act (MS-iA; 8. All trench resteaiion far side sewers in Ile public right of -way shall oor.fcrm to - TYPICAL BUILDING SEWER - the most current trend` reetarotion.recuiremerts as shown an dwy, yHR-23, SIDE SEWER (PROPERTY LINE) 9- All building se-, and side sewers shall have bedding In eccardarce with drawing TO BUILDING CONNECTION Bigiac or $Re9 a- applicable. f0. There shelf be a rrtnlmum ICI feat I orizantai separation between sanitary side INSTALLATION PLAN were and water services end o m=niaxam b foot harimntai separation between santll side sewers and qL other aVlilles. .y'1.Y ADOPTED CITY OF RF.NTON +� + _ STAMDARL' PLANS LST DATE: 04/04- - - - C3 fly Edit notes DCV ,iDH SATE___--_----JREVISIUN- BY_APPR'D DWG• NAMEBG82 5P PAGE: BC382 RECUMMtNUhU FOR APPROVAL BY DATE- ? F F�ifSTER�� BY DATE• sS�ONAL E�' Q4d� l BY DA1F Emir • Z S=347505 '.0000"* 1471 1 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 AS ]BUILT MOP DESIGN ENGINEERING • PLANNING SURVEYING COREJOB# 07069 :E- I- I 1 1-1 1 _ 3c�. 7 j 0; 08, S'-3�?505 SANITARY SEWER DtTAILS & N07FS C5.31