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HomeMy WebLinkAboutzS-3044Set4 � 3 �► s urn, w. t so' .mew �0 GARAGE . • • � - • • • - -1 y ` ! � •',� - : = _ - - • SMIITAR Y MANHOLE (S'I ) �� �Q 13 � �►* .,�16 ';�- _. ;�-f_ _,;.. ;,__ ra•- ADJUST R11A TO FINAL GRADE - +' .u,C*_, IE = 191.97 (8' N) IE = 191.97 (6 W) • L .. wr r _ _ sees-' •_ ~ ... _ IE = 192-17 (8 S) SS COORD w/PLUMBER 4., INGRESS. EGRESS AND FOR LOC AND IE - UTILITY EASEMENT LINE. T'I'P _ - _'._ `_;• � . _ APPROX IE 214.0 - • � - -,,..r ;� :.- •- N '. SEWER SERVICE GARAGE 1►'F . , . - - PROVIDE 120 SLEEVE OR BLOCK FIELD VERIFY 215. ;� = - •,:.. _' . - -'; - '` : - - -- OUT AT WALL PENETRATIONS. Ex s5 IE do LOCAnON � - - - - • • ...:: - • - -• - _ , .:. - - _ - PROVIDE DUCTILE IRON PIPE Ex 4 . IE 214.0 (APPROX) � .A _ _ - � . ' . • �;,: " . � - � - • �. - � " • ' -- - � SLEEVE IF CROSSING UNDER . �`. - . . - -.; . ,� 1 • ` - w - ' � • - FOOTING. SIDE SEWER SHALL %° � _ • _ -.. -^ ••ter.,.. � � ..: •, �: -. ' ' j. ) � PASS UNDER STORK/ LINE. - ' �• f - SEE DETAIL C4.2 R '2 THREE 1 -1 /4" WATER SERVICES _ t 14"E - , _ : 1 -, _ - • .•: � s . � :.•.s -` - W /PRV, TYP 77.00 8-_ CONTRACTOR TO COORDINATE ., l _ - ,.- • . - - '• - � wl TH THE cl TY of REN TON COORO W/PLUMBER 0 � GARAGE FF � - f - � �•-• • - -• • I • ....• • �, PO WE R SERVICE, TYP FOR LOC AND IE 210' ' " • r '' . ' - .'. • � ' •' • . � • APPROX 208.5 � . � N . �% -1 •- .. . ' . .. - - - . (VAcA70 W 3RD P s � r �.... - ` .• - : - . I: . LACE _ � ORD. 2106) RELOCATE POWER POLE 1 - • _. -- : -� 'COORDINATE W P • / SE DESIGN :L � • ., - •-`_ � . -_:_�_ - ` CONTACT: MARK ENEBRAD - -.. . _ _ ; � r � -�,.• -j (253) 606 -7120 0 PSE - ._ . ,g __ _ • - - �-- -; FIRE HYDF�4NT �' --- .-'. -- � �. '•• _ INSTALL 5 ST'ORZ j ' E ' S:,tr ►T-:� r 5� :.� + ,"�c - - - S8a•�014'E _ 100.00'" TYPE FITTING . V SANITARY MANHOLE (S2) 'SANITARY MANHOLE (53) � 20' ��� " -" , :'' •; _ ADJUST RIM TO FINAL GRADE ADJUST Rlld TO FINAL GRADE PER OROIN � o'T2t Q� 0 _ • RI1� 205.66 Rlbl = 240.20 � � �• � 20 LF SS I = N IE 236.90 (8' E do W '�►�'�0 Q 1.5Z MIN N U a w O 3 0 z �z Q go a � Z L.LJ z W o� 3 a NZ W w J w0 W:3 � r O � Z d UO �Z UL.LJ i E 200 96 (8 do W) " ) � � �, IE 201.36 (8 S) IE 237.00 (6 S) 0 • 1 GENERAL NOTES: (1) All construction obeli be in accordance with the "1994 Standard Specifications for Rood. Bridge and Municipal Construction' prepared by W.S.D.O.T., and the American Public Works Association (APWA), as amended by the City of Renton Deportment of Public Works. (2) All construction shall be in accordance with the King County Code (KCC) Rood Standards (KCRS), and the King County Council's condition of preliminary subdivision approval. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission, or variation from the oboes requirements found in these pions. All corrections shotl be of no additional coat or liability of King County. (3) The design elements within these plans have been reviewed according to the King County Deportment of Development and Environmental Services (ODES) Engireerin9 Review checklist. Some elements may have been ovriooked or missed by the ODES plan reviewer. Any varioncs from adopted standards is not allowed unless specifically approved by King County. prior to construction. (4) Approval of this rood, grading, and drainage plan does not constitute on approval of any other construction (e.g. domestic water conveyance, :ewer conveyance, gas, e;ectrical, etc.) (S) Before any construction or development activity o preconstruction meeting must be halo between the ooES': Development Inspection Unit. the Applicant, and the Applicant's Construction Representative. (6) A copy of these approved pions must be on the job site whenever construction is in progress. (7) Construction noise shall be limited as per King County Code (Section 12.88), normally this is 7 a.m. to 10 p.m. weekdays and 9 a.m. to 10 p.m. on weekends. (8) It shall be the Applicant's /Contractor's responsibility to obtain all construction easements necessary before initiating off-site work within the rood sigh ts- of- wo y. (9) Franchised utilities or other installation: that are not shown on these approved plops obeli not be constructed unless on approved set of plops that most all requirements of KCRS Chapter 8 are submitted to the ODES': Development Inspection Unit three days prior to construction. (10) Datum shall be KCRS unless otherwise approved by the ODES. (11) Ground water system construction shall be within o right -of -way or appropriate drainage easement, but not underneath the roadway section. All ground water systems must be constructed in accordance with Section 81 3.02 of the APWA Standard Specifications. (12) All utility trenches shall be bockf711sd and compacted to 95% density. (13) All roadway subgrode shall be bockfilled and compacted to 95li density. WSDOT 2 -06.3. (14) Open cutting of existing roadways is not allowed unless specifically approved by the ODES and noted on these approved plops. Any open cut shall be restored in accordance with KCRS 8.03 (8) 3. (15) The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flogger:. and any other actions needed to protect the life, health, and safety of the public and to protect property In connection with the performance of work covered by the Contractor. Any work within the traveled right -of -way that may interrupt normal traffic flow shall require of least one flogger for each lone of traffic affected. All sections of WSOOT Standard Specifications 1 -07.23 - Traffic Control, shall apply. ( 16) Retaining wall designed by others. wlrt •l i • irWt wwP-4 7 • loop � SANITARY SEWER NOTES: (1) All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Deportment and the latest edition of the WSDOT /APWA Standards and Specifications. (2) The hours of work in the street right of way shall be limited to 8:30 a.m. to 3:30 p.m. on weekdays unless otherwise approved in writing by the Planning /Building /Public Works Deportment at 235 -2620. All street closures, partial or full, shall be approved by the Planning/Building/Public Works Deportment 72 hours in advents. The Police Deportment. Fire Department. and 911 shall be notified 24 hog s in advance of any work In the right of way. (3) All construction shall be in accordance with "Stondord Specifications for Municipal Public Works Construction* prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specification :. (4) All locations of existing utilities shown ors approximate and it shelf be the contractors responsibility to verify the true and correct location so as to ovoid donno9• or disturbance. (5) A preconstruction conference and o 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be occomplishvo by a representative of the City of Renton.) It shod be the contractor's responsibility to notify tile Utility Department 24 hour: in advance of bockfilling all construction. (fi) Contractor is solely responsible for the moons, method: and sequences of construction and for the safety of workers and others on the construction sits. (7) It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. (8) Pions approved by the City of Renton, Public Works Deportment, shall take precedence over all other pions. (9) A copy of these approved plops must be on the job site whenever construction is in progress. (10) The contractor shall provide the City of Renton with on os -built drawing of the sanitary sewer system which has been stomped and signed by o liters :eel professional engineer or licensed profsssionol surveyor. (11) Bockfill shall be placed equally on both sides of the pipe in layers with a loose overage depth of 6 inches, maximum depth of a inches, thoroughly tamping each toyer to 95 percent of maximum 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 complete the fill over pipe shall be the some as described. (12) Open Cut rood crossings for utility trenches on existing traveled roadway shall be backfill•d with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neotlin• cut with sow in o continuous lies. A temporary mix patch must be placed immediately after bockfill and compaction. A permanent hot mix gulch shall be placed within 10 dogs and shill be per City of Renton currant standards. (13) Datum shall be City of Renton. U.S.C. and G.S. (14) All disturbed arses shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion otter the completion of construction. (15) All pipe and appurtenances shall be laid on o properly prepared foundation in accordance with Section 7- 02.3(1) of the current State of Washington Standard Specifications for Rood and bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uniformly dense unyielding bass. Pipe bedding shell be pea grovel 6" oboes and below the pipe. (16) Sanitary sewer pips shall be polyvinyl chloride (PVC) rubber gosketsd ASTkI Q 3034. SOR 35, or ductile iron cloys 50. (17) In unimproved areas, manhole to extend minimum 6 inch and maximum 18 inch above finished grade. In paved ores, cover must slope in all directions to match paving. F 1 WATER UTILITY NOTES: (1) AN +xork Rn6te6411 shoe be in conformance with the standards and specifications of the City of Renton Plonr+inq/Buiidinq/public Works Department and the latest edition of the 'wSDOT /APwA Standards and SpKificotiona, as approved and modified by the City of Rer►ton in the Renton Standard Pions do Spscificotions. A set of op�proved plops shah be kept on sits at all times during construction. (2) li+s hours of work in the street right of way shall be limited to a: 30 on+ to 3:30 prn on weekdays un1ess ptlNiirw;se approved in writing by the pe,portr+nsnt of Public Works of 235 -2631. All street closures, partial or full, shill bs app -.jvsd by the Deportment of Pubic works 73 hours in advance- The Pd ►ce D•portTSr c, Fire Dsportm•nt, and 911 shoo be notified 24 hours in advance of any work in the riVit of way. (3) All bcotions of existing utilities shown are approximate and it shall be the controctorl s rgponspiity to verify the true and correct location so as to ovoid domv9• or disturbance. For utility locate till 48 -Hours Locators. 1-800- 424 -5555. (4) All water main pips to be cement tined ciuct+ls iron pipe conforming to AWWA CttO and C1 t s or latest revision, thickness doss 52. Cement snorter lining and seal cooling shall conform to AWWA C144 or latest revision. Pipe joints to be push -on or mscnonicot pint. Bedding to be Goss C. All ductile iron pips and fittings shall be polyethylene wrapped per ANSI /AWWA C105/A21.5 -93 Standards. (5) Cost iron and ductile 'ran fittings shall be cement lined, pressure rated as noted on pions, and in accordance with ANSI /AWWA C110/A21.10 -87. Cement lining shill be in accordance with ANSI /AWWA C104/A21.4 -90. If fittings are 3 inches to 12 inches in diameter and have mechanical joints, the fittings shill be in accordance with either ANSI /AWWA C110/A21.10 -87 or ANSI /AWWA C153/A21.53 -94. 3 inch to 12 inch diameter fittings which have mechanical joints and /or flanged joints shod be in accordance with • ANSI /AWWA C110/I►21.10.57 or o combination of ANSI /AWWA C110/A21.10.87 and ANSI/AWWA C153/A21-53-94 such that the portion of the fitting with o mechanical joint( :), may be in accordance with ANSI/AWWA C153/A21.53 -94 and that portion of the fitting with flanged joint(s) shell be in accordance with ANSI/AWWA C110/A21.10 -87. Acceptance testing in accordance with section 53.53 of ANSI /AWWA C153/A21-53-94 or with section 10 -4.3 of ANSI /AWWA C110/A21.10 -87 shoil be obtained by the contractor and transmitted to the owner. (6) Gate valves shall be iron body, bronzed- mounted, double disc with bronze wedging device and C} -ring stuffing bar (AWWA C500) or of resilient seated type (AWWA C509). Valves shell be designed for o minimum water operating pressure of 200 PSI. Gate valves shall be Clow List 14. Mueller Company NO A2380, or V dC H. All vetoes 12" in diameter and larger, shill be installed in o vault. See water standard detail for 12' Gate Valve Assembly Vault and 1` 6y9oss Installation. (7) Fire hydrants shill be Corey type (opening with the pressure) or compression type (opening against pressers) conforming to AWWA C- 502 -85 with o 6 inch mechanical joint inlet and o main valve opening (M.V.O.) of 5-1/4 inches, two 2 -1/2 inch Koss nozzles with Notional Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozz +es with the new Seattle Pattern 6 threads per inch, 50 depress V. Threads, outside diameter of mot• tread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/40 pentagon operating nut opened by turning counter clockwise (left). The two 2-1/2" boss nozzles shall be fitted with cost limn threaded cops with operating nut of the some design and proportions as the hydrant stem nut. Cops shoN be fitted with suitable neoprsn• gaskets for positive water tightness under test pressures. The 4" pumper nozzle shatl be fitted with o Stortz adopter, 4" Seattle Thread x S~ Stortz. Stortz adapter shall .be forged and /or extruded 6061 -T6 aluminum aJtoy, hordcoat anodized. Threaded end portion shall have no tugs and 2 set strives 180 degrees apart. Stortz foes to be rrlstaJ, no gasket to weather. Stortz cop to have synthetic molded rubber gasket, and shall be attached to hydrant adopter with 1/8" tooted stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard Dotal for fire hydrants. latest revisions. (8) All water main 10 inches and smaller to maintain o minimum cover of 36 inches below finish prods. All water main 12 inches and torpor shill be of a minimum of 48 inches below finish prods. Where utility conflicts occur, water mains are to be lowered to clear. (9) All water mains six (6) inches in diameter and larger shaft be cleaned with pipe cleaning PIGS prior to disinfection. The Poiy Pigs shall be Girard Industries Aqua Swab -AS or approved equal, Z lb/cu ft. density foam with 90A durometer urethane rubber coating on the rear of "PIGS only. "PIGS~ shall be cylinder shaped with bullet nose or square end. The City will assist the Contractor who will perform the cleaning operation. o) All water mains and services shall be pressers tested to o minimum of 200 PSI or 50 PSI over operating pressers, in accordance with the specifications of the City of Renton and the Washington Slots Health Deportment. All pressure testing shall be done in the presents of a representative of the City of Renton. The quantity of water lost from the mein shall not exceed the number of gallons per hour as listed in City of Renton Standard Pions ac Specifications 7- 11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. b) All water mains and services shall be disinfected by the injection of o 50 ppm (minimum concentration) chlorins /water solution. Dry Calcium Hypochlorits shall NOT be placed in the pips as laid. Chlorins shill be metered/injected in accordance with Section 7- 11.3(12)E or 7- 11.3(12)F of the Standard Specifications referenced in 1 above. (10) A preconstruction conference is required prior to any construction. A minimum of 3 three) working days notice is required for scheduling. prior to scheduling the proton o per, -,it information sheet must be supplied to the Utility Engineer's Office. Twenty -four bout Aics will be required prior to starting new construction. (11 1 It shall be the contractor's responsibility to ester• all necessary permit; prior to .: artinq construction. i 2) installation of corporate stops, water services. lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees have been mode to the City of Renton. (13) All connection to existing mains to be accomplished by the City of Renton, except vest tops which may be made by approved wet top Contractors with prior approvel from the Department of Public Works. Ail necessary excavation and materials to be supplied by the contractor and be on-site prior to City notifications. (14) Inspection will be accomplished by o representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services 24 hours in advance of bockfillinq all construction. The contractor as well as the Engineers shall keep as-built drawings. (15) Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to find tie-in. (16) All joint restraint systems (shackle rods, nuts, belts,, etc.) shall be as manufactured by the Star Manufacturing Company of Cdumbu• Ohio or equal approved in writing by the Department of Public Works. (17) Asphalt and concrete street paving shall be sowcut to a minimum depth of two Inches. 01 mot streets may be spode cut. All surface concrete, pavement, sidewalks, .;orb, gutters, and driveway approaches shall be sawcut to o minimum depth of two Inches or removed to on existing expansion joint." (16) A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within ten days. Call for •ubgrod• inspection prior to placement of final patch. • (19) For City projects such as telemetry conduit, the PVC pips used shall be schedule 40 M unimproved areas and schedule 80 under improved areas. All chemical process lines shall be schedule 80 PVC pipe. 082.: SURFACE WATER DRAINAGE NOTES: (1) BEFORE ANY carsTRUcTroN oR oEW.Lo+P+wENT ACTIVITY occuas, A PRECONSTRUCnON MEETING MUST BE HELD NTH THE CITY OF RENTON Pow REMErfER. (2) All construction shah be is occcrdor+as with the *1994 standard Spscificot.lor+• for Rood. Bridge and Municipal Constnrction• prepared by w. S.D.O. T., and the Mn'rican Public works Association (APWAj, as amended by the City of Renton Department of Public Works. (3) The sestets water drainage system shill be constructed according to the approved Plans which are on fie in the Department of Public Mtorks. Any deviation from the approved pions will require written approval from the City of Renton Department of Public Works or Sestet• Water Utility. (4) A copy of these approved plans must be on the job site wnsnswr construction is In progress. (S) Datum shill be NAVD 88. unless otherwise approved by City of Renton Department of Public Works. Reference benchmark and elevation are noted on the plans. (6) All sod imsntotion /erosion facilities must be in operation prior to d•arin9 and building construction, and they Rust be satisfactorily mointoinsd until Construction is completed and the potential for on -site erosion has passed. (7) All retention /detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved , by the Department of Public Works, Surface Water Utility. (8) Gross seed may be applied by hydroseeding. The gross seed mixture, other than - City of Renton approved standard mixes. shall be submitted by o Landscape Architect and approved by the Deportment of Public Works, Surface Water Utility. (9) All pips and appurtenances shalt be told on o properly prepared foundation in accordance with Section 7- 02.3(1) of the current State of Washington Standard Specification for Rood and bridge Construction. This shell include necessary leveling of the trench bottom Or the top of the foundation materiel as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on o uniformly dense unyielding bole. All pipe bedding sl+ou be APWA Class *Co. with the exception of PVC pips. All trench bodcfiN shots be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTV D- 1557 -70. Poo growl bedding shill be 6" over and under P.V.C. pipe. (10) Galvanized steel pips and aluminized steel pips for all drainage facilities shall have asphalt treatment #1 or better inside and outside. (11) Structures shall not be permitted within 10 foil of the spring fine of any storm drainage pipe, or 15 fast from the top of any channel book. (12) AA catch basin grates shall be dspresssd 0.10 feet below pavement level. (13) Open cut rood crossings throes existing public right of way will not be allowed unless specifically approved by the Cit y of Renton Administrator , Department of Planning/Building/Public Works. (14) Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of 1 foot and must mast the following specifications: 4•- 8'/402 -70X poising: 2` -4' rock /30X -40X passing; and -2" rock /10X-20X passing. (1 S) AN building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the Department of Development Services, Plan Reviewer or Surface Water Utility. An accurately dimensioned Certified vs -built drawing of this drainage system will be submitted to the City of Renton upon completion. x(16) Issuance of the Building or Construction Permit by the City of Renton doss not relieve the owner of the continuing legal obligation and /or liability connected with storm sestets water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and mointenonc• of the system provided during construction. (17) The Contractor shall be responsible for providing adequate safsguord, safety dsvicss, protective equipment, flo99srs, and any other needed actions to protect the lift, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that mayy interrupt normal traffic flow shall require an approved traffic control pion by the Traffic Engineering Division of the Department of Public Works. All sections of the W. S.D.O. T. Standard Specifications 1- 07 -23, Traffic Control, shell apply. (18) Special drainage measures will be required if the project locution is within the aquifer protection area (APA). S- 304401 S�.o��Y Si111f1Ti1J?Y /SXW" SChiWllL�• sy - W ELEv - 197.J7' • � !.E � 16i.97' i1 Ilf l.E. w 2OCt 6i' 1' SJ - 1fal ELEV - 241220' L I E - 236. 90' PMPE FLOW TNAW(N e 4 EIli. AO' FLOW TNNQKM S lL 17.00 t • l� CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE Am DATE DATE DUNCI1NSaN 111 S'A' 1 J11i SYrwA � IV BrIWa �irbii�iis Nifi �*M JUJI.111J Fair 20A 244.II55 �� SCANNED NOV • 7 200 v OCI N0: 429 ii • N U a w O 3 0 z �z Q go a � Z L.LJ z W o� 3 a NZ W w J w0 W:3 � r O � Z d UO �Z UL.LJ i E 200 96 (8 do W) " ) � � �, IE 201.36 (8 S) IE 237.00 (6 S) 0 • 1 GENERAL NOTES: (1) All construction obeli be in accordance with the "1994 Standard Specifications for Rood. Bridge and Municipal Construction' prepared by W.S.D.O.T., and the American Public Works Association (APWA), as amended by the City of Renton Deportment of Public Works. (2) All construction shall be in accordance with the King County Code (KCC) Rood Standards (KCRS), and the King County Council's condition of preliminary subdivision approval. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission, or variation from the oboes requirements found in these pions. All corrections shotl be of no additional coat or liability of King County. (3) The design elements within these plans have been reviewed according to the King County Deportment of Development and Environmental Services (ODES) Engireerin9 Review checklist. Some elements may have been ovriooked or missed by the ODES plan reviewer. Any varioncs from adopted standards is not allowed unless specifically approved by King County. prior to construction. (4) Approval of this rood, grading, and drainage plan does not constitute on approval of any other construction (e.g. domestic water conveyance, :ewer conveyance, gas, e;ectrical, etc.) (S) Before any construction or development activity o preconstruction meeting must be halo between the ooES': Development Inspection Unit. the Applicant, and the Applicant's Construction Representative. (6) A copy of these approved pions must be on the job site whenever construction is in progress. (7) Construction noise shall be limited as per King County Code (Section 12.88), normally this is 7 a.m. to 10 p.m. weekdays and 9 a.m. to 10 p.m. on weekends. (8) It shall be the Applicant's /Contractor's responsibility to obtain all construction easements necessary before initiating off-site work within the rood sigh ts- of- wo y. (9) Franchised utilities or other installation: that are not shown on these approved plops obeli not be constructed unless on approved set of plops that most all requirements of KCRS Chapter 8 are submitted to the ODES': Development Inspection Unit three days prior to construction. (10) Datum shall be KCRS unless otherwise approved by the ODES. (11) Ground water system construction shall be within o right -of -way or appropriate drainage easement, but not underneath the roadway section. All ground water systems must be constructed in accordance with Section 81 3.02 of the APWA Standard Specifications. (12) All utility trenches shall be bockf711sd and compacted to 95% density. (13) All roadway subgrode shall be bockfilled and compacted to 95li density. WSDOT 2 -06.3. (14) Open cutting of existing roadways is not allowed unless specifically approved by the ODES and noted on these approved plops. Any open cut shall be restored in accordance with KCRS 8.03 (8) 3. (15) The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flogger:. and any other actions needed to protect the life, health, and safety of the public and to protect property In connection with the performance of work covered by the Contractor. Any work within the traveled right -of -way that may interrupt normal traffic flow shall require of least one flogger for each lone of traffic affected. All sections of WSOOT Standard Specifications 1 -07.23 - Traffic Control, shall apply. ( 16) Retaining wall designed by others. wlrt •l i • irWt wwP-4 7 • loop � SANITARY SEWER NOTES: (1) All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Deportment and the latest edition of the WSDOT /APWA Standards and Specifications. (2) The hours of work in the street right of way shall be limited to 8:30 a.m. to 3:30 p.m. on weekdays unless otherwise approved in writing by the Planning /Building /Public Works Deportment at 235 -2620. All street closures, partial or full, shall be approved by the Planning/Building/Public Works Deportment 72 hours in advents. The Police Deportment. Fire Department. and 911 shall be notified 24 hog s in advance of any work In the right of way. (3) All construction shall be in accordance with "Stondord Specifications for Municipal Public Works Construction* prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specification :. (4) All locations of existing utilities shown ors approximate and it shelf be the contractors responsibility to verify the true and correct location so as to ovoid donno9• or disturbance. (5) A preconstruction conference and o 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be occomplishvo by a representative of the City of Renton.) It shod be the contractor's responsibility to notify tile Utility Department 24 hour: in advance of bockfilling all construction. (fi) Contractor is solely responsible for the moons, method: and sequences of construction and for the safety of workers and others on the construction sits. (7) It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. (8) Pions approved by the City of Renton, Public Works Deportment, shall take precedence over all other pions. (9) A copy of these approved plops must be on the job site whenever construction is in progress. (10) The contractor shall provide the City of Renton with on os -built drawing of the sanitary sewer system which has been stomped and signed by o liters :eel professional engineer or licensed profsssionol surveyor. (11) Bockfill shall be placed equally on both sides of the pipe in layers with a loose overage depth of 6 inches, maximum depth of a inches, thoroughly tamping each toyer to 95 percent of maximum 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 complete the fill over pipe shall be the some as described. (12) Open Cut rood crossings for utility trenches on existing traveled roadway shall be backfill•d with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neotlin• cut with sow in o continuous lies. A temporary mix patch must be placed immediately after bockfill and compaction. A permanent hot mix gulch shall be placed within 10 dogs and shill be per City of Renton currant standards. (13) Datum shall be City of Renton. U.S.C. and G.S. (14) All disturbed arses shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion otter the completion of construction. (15) All pipe and appurtenances shall be laid on o properly prepared foundation in accordance with Section 7- 02.3(1) of the current State of Washington Standard Specifications for Rood and bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uniformly dense unyielding bass. Pipe bedding shell be pea grovel 6" oboes and below the pipe. (16) Sanitary sewer pips shall be polyvinyl chloride (PVC) rubber gosketsd ASTkI Q 3034. SOR 35, or ductile iron cloys 50. (17) In unimproved areas, manhole to extend minimum 6 inch and maximum 18 inch above finished grade. In paved ores, cover must slope in all directions to match paving. F 1 WATER UTILITY NOTES: (1) AN +xork Rn6te6411 shoe be in conformance with the standards and specifications of the City of Renton Plonr+inq/Buiidinq/public Works Department and the latest edition of the 'wSDOT /APwA Standards and SpKificotiona, as approved and modified by the City of Rer►ton in the Renton Standard Pions do Spscificotions. A set of op�proved plops shah be kept on sits at all times during construction. (2) li+s hours of work in the street right of way shall be limited to a: 30 on+ to 3:30 prn on weekdays un1ess ptlNiirw;se approved in writing by the pe,portr+nsnt of Public Works of 235 -2631. All street closures, partial or full, shill bs app -.jvsd by the Deportment of Pubic works 73 hours in advance- The Pd ►ce D•portTSr c, Fire Dsportm•nt, and 911 shoo be notified 24 hours in advance of any work in the riVit of way. (3) All bcotions of existing utilities shown are approximate and it shall be the controctorl s rgponspiity to verify the true and correct location so as to ovoid domv9• or disturbance. For utility locate till 48 -Hours Locators. 1-800- 424 -5555. (4) All water main pips to be cement tined ciuct+ls iron pipe conforming to AWWA CttO and C1 t s or latest revision, thickness doss 52. Cement snorter lining and seal cooling shall conform to AWWA C144 or latest revision. Pipe joints to be push -on or mscnonicot pint. Bedding to be Goss C. All ductile iron pips and fittings shall be polyethylene wrapped per ANSI /AWWA C105/A21.5 -93 Standards. (5) Cost iron and ductile 'ran fittings shall be cement lined, pressure rated as noted on pions, and in accordance with ANSI /AWWA C110/A21.10 -87. Cement lining shill be in accordance with ANSI /AWWA C104/A21.4 -90. If fittings are 3 inches to 12 inches in diameter and have mechanical joints, the fittings shill be in accordance with either ANSI /AWWA C110/A21.10 -87 or ANSI /AWWA C153/A21.53 -94. 3 inch to 12 inch diameter fittings which have mechanical joints and /or flanged joints shod be in accordance with • ANSI /AWWA C110/I►21.10.57 or o combination of ANSI /AWWA C110/A21.10.87 and ANSI/AWWA C153/A21-53-94 such that the portion of the fitting with o mechanical joint( :), may be in accordance with ANSI/AWWA C153/A21.53 -94 and that portion of the fitting with flanged joint(s) shell be in accordance with ANSI/AWWA C110/A21.10 -87. Acceptance testing in accordance with section 53.53 of ANSI /AWWA C153/A21-53-94 or with section 10 -4.3 of ANSI /AWWA C110/A21.10 -87 shoil be obtained by the contractor and transmitted to the owner. (6) Gate valves shall be iron body, bronzed- mounted, double disc with bronze wedging device and C} -ring stuffing bar (AWWA C500) or of resilient seated type (AWWA C509). Valves shell be designed for o minimum water operating pressure of 200 PSI. Gate valves shall be Clow List 14. Mueller Company NO A2380, or V dC H. All vetoes 12" in diameter and larger, shill be installed in o vault. See water standard detail for 12' Gate Valve Assembly Vault and 1` 6y9oss Installation. (7) Fire hydrants shill be Corey type (opening with the pressure) or compression type (opening against pressers) conforming to AWWA C- 502 -85 with o 6 inch mechanical joint inlet and o main valve opening (M.V.O.) of 5-1/4 inches, two 2 -1/2 inch Koss nozzles with Notional Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozz +es with the new Seattle Pattern 6 threads per inch, 50 depress V. Threads, outside diameter of mot• tread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/40 pentagon operating nut opened by turning counter clockwise (left). The two 2-1/2" boss nozzles shall be fitted with cost limn threaded cops with operating nut of the some design and proportions as the hydrant stem nut. Cops shoN be fitted with suitable neoprsn• gaskets for positive water tightness under test pressures. The 4" pumper nozzle shatl be fitted with o Stortz adopter, 4" Seattle Thread x S~ Stortz. Stortz adapter shall .be forged and /or extruded 6061 -T6 aluminum aJtoy, hordcoat anodized. Threaded end portion shall have no tugs and 2 set strives 180 degrees apart. Stortz foes to be rrlstaJ, no gasket to weather. Stortz cop to have synthetic molded rubber gasket, and shall be attached to hydrant adopter with 1/8" tooted stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard Dotal for fire hydrants. latest revisions. (8) All water main 10 inches and smaller to maintain o minimum cover of 36 inches below finish prods. All water main 12 inches and torpor shill be of a minimum of 48 inches below finish prods. Where utility conflicts occur, water mains are to be lowered to clear. (9) All water mains six (6) inches in diameter and larger shaft be cleaned with pipe cleaning PIGS prior to disinfection. The Poiy Pigs shall be Girard Industries Aqua Swab -AS or approved equal, Z lb/cu ft. density foam with 90A durometer urethane rubber coating on the rear of "PIGS only. "PIGS~ shall be cylinder shaped with bullet nose or square end. The City will assist the Contractor who will perform the cleaning operation. o) All water mains and services shall be pressers tested to o minimum of 200 PSI or 50 PSI over operating pressers, in accordance with the specifications of the City of Renton and the Washington Slots Health Deportment. All pressure testing shall be done in the presents of a representative of the City of Renton. The quantity of water lost from the mein shall not exceed the number of gallons per hour as listed in City of Renton Standard Pions ac Specifications 7- 11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. b) All water mains and services shall be disinfected by the injection of o 50 ppm (minimum concentration) chlorins /water solution. Dry Calcium Hypochlorits shall NOT be placed in the pips as laid. Chlorins shill be metered/injected in accordance with Section 7- 11.3(12)E or 7- 11.3(12)F of the Standard Specifications referenced in 1 above. (10) A preconstruction conference is required prior to any construction. A minimum of 3 three) working days notice is required for scheduling. prior to scheduling the proton o per, -,it information sheet must be supplied to the Utility Engineer's Office. Twenty -four bout Aics will be required prior to starting new construction. (11 1 It shall be the contractor's responsibility to ester• all necessary permit; prior to .: artinq construction. i 2) installation of corporate stops, water services. lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees have been mode to the City of Renton. (13) All connection to existing mains to be accomplished by the City of Renton, except vest tops which may be made by approved wet top Contractors with prior approvel from the Department of Public Works. Ail necessary excavation and materials to be supplied by the contractor and be on-site prior to City notifications. (14) Inspection will be accomplished by o representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services 24 hours in advance of bockfillinq all construction. The contractor as well as the Engineers shall keep as-built drawings. (15) Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to find tie-in. (16) All joint restraint systems (shackle rods, nuts, belts,, etc.) shall be as manufactured by the Star Manufacturing Company of Cdumbu• Ohio or equal approved in writing by the Department of Public Works. (17) Asphalt and concrete street paving shall be sowcut to a minimum depth of two Inches. 01 mot streets may be spode cut. All surface concrete, pavement, sidewalks, .;orb, gutters, and driveway approaches shall be sawcut to o minimum depth of two Inches or removed to on existing expansion joint." (16) A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within ten days. Call for •ubgrod• inspection prior to placement of final patch. • (19) For City projects such as telemetry conduit, the PVC pips used shall be schedule 40 M unimproved areas and schedule 80 under improved areas. All chemical process lines shall be schedule 80 PVC pipe. 082.: SURFACE WATER DRAINAGE NOTES: (1) BEFORE ANY carsTRUcTroN oR oEW.Lo+P+wENT ACTIVITY occuas, A PRECONSTRUCnON MEETING MUST BE HELD NTH THE CITY OF RENTON Pow REMErfER. (2) All construction shah be is occcrdor+as with the *1994 standard Spscificot.lor+• for Rood. Bridge and Municipal Constnrction• prepared by w. S.D.O. T., and the Mn'rican Public works Association (APWAj, as amended by the City of Renton Department of Public Works. (3) The sestets water drainage system shill be constructed according to the approved Plans which are on fie in the Department of Public Mtorks. Any deviation from the approved pions will require written approval from the City of Renton Department of Public Works or Sestet• Water Utility. (4) A copy of these approved plans must be on the job site wnsnswr construction is In progress. (S) Datum shill be NAVD 88. unless otherwise approved by City of Renton Department of Public Works. Reference benchmark and elevation are noted on the plans. (6) All sod imsntotion /erosion facilities must be in operation prior to d•arin9 and building construction, and they Rust be satisfactorily mointoinsd until Construction is completed and the potential for on -site erosion has passed. (7) All retention /detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved , by the Department of Public Works, Surface Water Utility. (8) Gross seed may be applied by hydroseeding. The gross seed mixture, other than - City of Renton approved standard mixes. shall be submitted by o Landscape Architect and approved by the Deportment of Public Works, Surface Water Utility. (9) All pips and appurtenances shalt be told on o properly prepared foundation in accordance with Section 7- 02.3(1) of the current State of Washington Standard Specification for Rood and bridge Construction. This shell include necessary leveling of the trench bottom Or the top of the foundation materiel as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on o uniformly dense unyielding bole. All pipe bedding sl+ou be APWA Class *Co. with the exception of PVC pips. All trench bodcfiN shots be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTV D- 1557 -70. Poo growl bedding shill be 6" over and under P.V.C. pipe. (10) Galvanized steel pips and aluminized steel pips for all drainage facilities shall have asphalt treatment #1 or better inside and outside. (11) Structures shall not be permitted within 10 foil of the spring fine of any storm drainage pipe, or 15 fast from the top of any channel book. (12) AA catch basin grates shall be dspresssd 0.10 feet below pavement level. (13) Open cut rood crossings throes existing public right of way will not be allowed unless specifically approved by the Cit y of Renton Administrator , Department of Planning/Building/Public Works. (14) Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of 1 foot and must mast the following specifications: 4•- 8'/402 -70X poising: 2` -4' rock /30X -40X passing; and -2" rock /10X-20X passing. (1 S) AN building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the Department of Development Services, Plan Reviewer or Surface Water Utility. An accurately dimensioned Certified vs -built drawing of this drainage system will be submitted to the City of Renton upon completion. x(16) Issuance of the Building or Construction Permit by the City of Renton doss not relieve the owner of the continuing legal obligation and /or liability connected with storm sestets water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and mointenonc• of the system provided during construction. (17) The Contractor shall be responsible for providing adequate safsguord, safety dsvicss, protective equipment, flo99srs, and any other needed actions to protect the lift, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that mayy interrupt normal traffic flow shall require an approved traffic control pion by the Traffic Engineering Division of the Department of Public Works. All sections of the W. S.D.O. T. Standard Specifications 1- 07 -23, Traffic Control, shell apply. (18) Special drainage measures will be required if the project locution is within the aquifer protection area (APA). S- 304401 S�.o��Y Si111f1Ti1J?Y /SXW" SChiWllL�• sy - W ELEv - 197.J7' • � !.E � 16i.97' i1 Ilf l.E. w 2OCt 6i' 1' SJ - 1fal ELEV - 241220' L I E - 236. 90' PMPE FLOW TNAW(N e 4 EIli. AO' FLOW TNNQKM S lL 17.00 t • l� CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE Am DATE DATE DUNCI1NSaN 111 S'A' 1 J11i SYrwA � IV BrIWa �irbii�iis Nifi �*M JUJI.111J Fair 20A 244.II55 �� SCANNED NOV • 7 200 v OCI N0: 429 ii • T' �►4� Co. FIELD VERIFY EX SS IE & LOCATION EX 4 -IE 214.0 (APPROX) COORD W/PLUMBER, FOR LOC AND :E iY 3RD PLACE fw�IM d>Aa 2106) SANITARY MANHOLE L20 SEWER ESMT ADJUST RIM TO FINAL GRADE rER ORDWAINX N0. 21 RIM - 240.20 IE - 236.90 (8' E k W) IE - 237.00 (6' S) GENERAL NOTES: (1) All construction shall be In accordance with the 1994 Standard Specifications for Rood. Bridge and Municipal Construction' prepared by W.S.D.O.T., and the American Public Works Association (APWA), as amended by the City of Renton Deportment of Public Works. (2) AN construction shall be in accordance with the King County Code (KCC) Road Standards (KCRS), and the King County Council's condition of preliminary subdilviilon approval. it shag be the ado responsibility of the applicant and the professional civil engineer to correct any arrow, omission. or variation from the above roquiromants found In these plans. AN corrections shall be at no additional cost or liability of King County. (3) The design elements within these plans have boon reviewed according to the King County Department of Development and Environmental Services (ODES) Engineering Review choddist. Some elements may hpve boon overlooked or missed by the DDES plan reviewer. Any variance from adopted standards is not allowed unless specifically approved by King County, prior to construction. (4) Approval of this road, grading. and drainage plan doss not constitute an approval of any other construction (erg. domestic water conveyance, sewer conveyance, gas, electrical, etc.) (5) Before any construction or development activity a preconstruction meeting must be held between the DDES's Development Inspection Unit the Appllcont and the Applicants Construction Representative. (6) A copy of these approved pions must be an the job site whenever construction is in progress- (7) Construction noise *hall be limited as per King County Code (Section 12.88), normally the is 7 a.m. to 10 p.m. weekdays and 9 I.M. to 10 p.m. on weekends. (8) It shall be the Applicant's /Controctor s responsibility to obtain erg construction easements necessary before Initiating off -site work within the road rights -of -way. (9) Franchised utilities or other installations that ore not shown on these approved plans shall not be constructed unless an approved set of plans that meet all requirements of KCRS Chapter 8 are submitted to the DDES's Development inspection Unit three days pr to construction. (10) Datum shall be KCAS unless otherwise approved by the DOES. (11) Ground water system construction shall be within a right -of -way or appropriate drainage easement, but not underneath the roadway section. All ground water systems must be constructed in accordance with Sxiion 81 3.02 of the APWA Standard Specifications. (12) AN utility trenches shall be baclkflled and compacted to 95X density. (13) All roadway subgrade shall be bodkfdlled and compacted to 25X density. WSDOT 2 -06.3. (14) Open cutting of existing roadways is not allowed unless specifically approved by the DDES and noted on these approved plans. Any open cut shall be restored in accordance with KCRS 8.03 (B) 3. (15) The Contractor shall be responsible for providing adequate safeguards, safety devices. protective equipment, floggrs. and any other actions needed to protect the life, health, and safety of the public and to protect property In connection with the performance of work covered by the Contractor. Any work within the traveled right -of -way that may interrupt normal traffic flow shah mqu're at least one flogger for each lone of traffic affected. All sections of WSDOT Standard Specifications 1 -07.23 - Traffic Control, shall apply- (16) Retaining wall designed by others. lur NA.1I. lo SANITARY SEWER NOTES: (1) All work materials shall be in conformance with the standards and specifications of the city of Renton Utility Department and the latest edition of the WSDOT /APWA Standards and Specifications. (2) The hours of work in the street right of way &hall be limited to 8:30 a.m. to 3:30 p.m. an weekdays unless otherwise approved in writing by the Planning/Building /Public Works Deportment of 235 -2620. All street closures, partial or full, shall be approved by the Planning/BuIlding/Public Works Department 72 hours in advance. The Police Department Fire Department, and 911 shag be notified 24 hours in advance of any work in the right of way. (3) All construction shdl be in accordance with 'Standard Specifications for Municipal Public Works Construction' prepared by Washington State Chapter American Public Works Association. latest edition (APWA) and City of Renton Standard Specifications. (4) All locations of exuding utilities shown are approximate and it shall be the contractors responsibility to vrify the true and correct location so as to avoid damage or disturbance. (5) A prddxnstruction conference and a 24 hour notice shall be required prior to starting now construction. it shall be the contractors responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shag be the contractors responsibility to notify the Utility Department 24 hours in advance of backflling all construction. (6) Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction sits. (7) It shag be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. (8) Plans approved by the City of Renton, Public Works Department, shall take precedence over oil other plans. (9) A copy of these approved plans must be on the job site whenever construction is in pram (10) The contractor Mall provide the City of Renton with an as -built drawing of the sanitary sewer system which has been stomped and signed by a licensed professional 00 ' err licensed professional surveyor. 0. Beclkf ll 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 95 percent of maximum density. These compacted layers must extend for one pipe diameter an each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the some as described. (12) Open cut road crossings for utility trenches on existing traveled roadway shall be badkflled with crushed rock and machanically compacted. Cuts into the ixisting asphalt shag be neatline cut with sow in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current standards. (13) Datum shall be City of Renton, U.S.C. and G.S. (14) Alf disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Deportment for the prevention of on -mite erosion after the completion of construction. (15) All pipe and appurtenances shat be laid on a properly prepared foundation in accordance with Section 7- 02.3(1) of the current State of Washington Standard Specifications for Rood and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grads so that the entire length of the 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 gosketed ASTM D 3034, SDR 35, or ductile iron class 50. (17) In unimproved areas, manhole to extend minimum 6 inch and maximum 18 inch above finished grade. In paved area, cover must slops in all directions to match paving. WATER UTILITY NOTES: (1) AN work material shall 60 in conformance with the standards and pecifk ation6 -of :ho City of Renton Planning/6ugding/Public Works Department and the latest adltien of the WSDOT /APWA Standards and Specifications. as approved oM modified by the City of Renton in the Renton Standard Plans & Speafleations. A met of approved plans @half be kept an site of all times during construction. (2) The hours of work In the street right of way shoo be limited to 6:30 am to 3:30 pm an weekdays unless otherwise approved In writing by the Department of Public Works at 235 -2631. AN street closures, partial or full, shall be approved by the Department 44 Public Works 73 hours in advance. The Police Department Fire Department, and 911 shelf be notified 24 hours In advance of any work In the riot of way. (3) AN locations of existing utilities shown are approximate and it shoo be the contractor's repansiblfity to verify the true and cerroct location so as to avow damogs or disturbance. For utility Iscato call 49 -Hours Locators, 1- 600 - 424 -5555. (4) Ail water main pipe to be cement lined duetN Iran pipe conforming to AWWA 0110 and 0111 or latest revision, thickness Close 52. Cement martr lining and sad e� shall conform to AWWA 0104 r latest revision. Pipe joints to be push -on arm d joint_ Bedding to be Close C. AN ductile Iron pipe and fktbgo shag be polyethylene wrapped per ANSI /AWWA C105/A21.5 -93 Standards. (5) Cost iron and ductile Wan 1Rtlngs shall be cement lined, pressure rated se noted an plane, and In accrdannce with ANSI /AWWA C110/A21.10 -67. Cement fining @half be In accordance with ANSI /AWWA C104/A21.4 -90. if Rttings are 3 inches to 12 Inches In diameter and have mochanieel joints. the fittings ahe6 be In oeerdena with dtlnr ANSI/AWWA C110 /A21.10 -97 or ANSI /AWWA Ci53/AM.53-94. 3 Inch to 12 bah diormeter fittings which have medhon" joints and /er fanged joints shoo be in cordons with ANSI /AWWA C110/A21.10.67 or a combktation of ANSI/AW91A C110/A21.10.97 and ANSi /AWWA CIW/A21.53 -94 such that the portion of the fitting with a ma minical joint(s). may be In oceordence with ANSI /AWWA C153/A21.53 -94 and Met portion of the fitting with flanged joint(s) shoo be in accordance with ANSI/AWWA C110/A21.10 -67. Acceptance testing In accordance with section 53.53 of ANSI /AWWA C153/A21.53 -64 or with section 10-4.3 of ANSI/AWWA C110/A21.10-67 shpg be obtained by the contractor and transmitted to the owner. (6) Gots valves shall be Won body, bronzed- mounted daubs disc with branze wedging device and O -ring stuffing box (AWWA C500) or of resilient noted type (AWWA C506). Voles Mali be designed for a minimum water operating presswo of 200 11110111. Gets valves shoo be Clow List 14. Mueller Company NO A2360, or M * H. AN valves 12' In diameter and larger. shag be Installed in a vault. Sao water standard ddol far 12' Gate Valve Assembly Vault and 1' bypass Installation. (7) Fro hydrants shall be Carey type (opening with the pressure) or eomprosolon type (opening against pressure) conforming to AWWA C- 502 -95 with a 6 Inch mechanical joint inld and a main valve opening (M.V.O.) of 5-1/4 inches. two 2-1/2 Inch hose nozzle* with National Standard Threads 7 -1/2 threads per inch and one 4 Inch pumper nozzles with the new Seattle Pattern 6 threads per Inch, 60 degrees V. Threads, outside diameter of male tread 4.675 and root diameter 4.6263. Hydrants shah have o 1 -1/4' Pentagon operating nut opened by turning counter clockwise (left). The two 2-1 /2' he" nozzles shag be fitted with cwt Iron threaded cps with operrAing nut of the some design and proportions as the hydrant stem nut. Cape shall be fitted with suitable neoprene gaskets for positive water tightness under feet pressures. The 4" pwmper ROUTS shag be fitted with o Stortz adapter, 4' Seattle Thread x S' Stortz. Strtz adaptr deg be forged and /or extruded 6061 -T6 aluminum alloy. heMcact anodized. Wooded and portion shall have no lugs and 2 set wows 150 degrees apart. Startz face to be metal, no gasket to weather. Stortz ep to have synthetic molded rubber go". and shelf be attached to hydrant adapter with 1/8' tooted stainase steel drraft cable. Fire hydrants shag be installed per City of Renton Standard Ddalf for flro hydrants. latest n1now"s. (8) AN water main 10 Inches and smaller to maintain s mininum cove of 36 Inches below finish grade. AN water main 12 Inches and larger Mall be at a minimum of 46 Inches below finish grade. Where utgky conflicts oaau►, water mains are to be lowered to dear. (9) All water mains six (6) inches in diameter and larger Mall be Weaned with pipe doming 'PIGS' prior to disinfection. The "Poly Pigs' Mall be Girard kndustres Aqua Swab -AS or approved equal. 2 lb/cu ft. density fawn with BOA durameter urethane rubber coating an the rear of "PIG' only. 'PIGS' shag bo cylinder shaped with bullet nose or square and. The City wig assist the contractor who will perform the doming oper0tlon. a) AN water mains and services shall be pressure tested to a minimum of 200 PSI or 150 PSI over operating pressurs, in accordance with the pcocifications of the City of Renton and the Washington State Health Deportment. AN pressure testing shell be dons in the presence of a representative of the City of Renton. 1ho quentRy of water lest from the main shall not exceed the number of gallons per hour as listed in City of Renton Standard Plans A: Specifications 7- 11.3(11). The loss in pressure shell not exceed S psi during the 2 hour test period. b) Ail water mains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine /water solution. Dry Calcium Hypochlorite shag NOT be placed in the pipe as laid. Chlorine @half be metered/injocted in accordance with Section 7- 11.3(12)E or 7- 11.3(12)F of the Standard Specifnwtbns referenced in 1 above. (10) A preconstruction conference is required prior to any construction. A minimum of 3 (three) working days notice is required for scheduling. Prior to scheduling the proton a permit information shoot must be supplied to the Utility EnginoWs Office• Twenty -four hour notice will be required prior to starting new construction. (11) it shall be the contractors responsibility to secure ail necessary permits prior to starting construction. (12) Installation of corporate stops. water srvk4m lines and motors shag not be done until all service agreements. motor applications, construction permits, end payment of fees hays been made to the City of Renton. (13) Ail connection to existing mains to be accomplished by the City of Renton, except wet tops which may be made by approved wet top contractors with prior approval from the Department of Public Works. All necessary excavation and materials to be supplied by the contractor and be on-sits prior to City notif eatems. (14) Inspection will be accomplished by a representative of the City of Renton. It Moll be the contractors reeponsiblity_to notify Development Services 24 hours In advance of backfgiing erg construction. The contractor as wit se tea Engineers @shelf kosp 6s -tw511 drawings. (15) Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie -in. (16) All joint restraint systems (shackle rods, nuts. baits. etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio or egad approved In writing by the Department of Public Works. (17) Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. 04 mat streets may be spade cut. All surface concrete. pavement sidewalks. curb, gutters, and driveway approaches @hall be sawn ut to o minknum depth of two inches or removed to an existing expansion joint.' (18) A temporary cold mix asphalt patch shag be placed on the day of initial excavation with a permanent, sealed patch to ba placed, to City of Renton policy, within ten do)& Cali for subgrode inspection prior to placement of find patch. e (19) For City pre r -ts such as telemetry conduit, the PVC pipe used shill be schedule 40 in unimproved areas and schedule 80 under improved areas. AN chemical process lines shall be schedule 80 PVC pipe. SCANNED Hw.,4 2 9 SURFACE WATER DRAINAGE NOTES: (1) BOOK ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSWAJCT.fB! t UTM MUST 9E HELD VATH THE CITY OF WATON PLAN REVIEWER. (2) AN so ebuctlen shall be N smorda -9 with the '1994 Standard Specifications for Road, erfdp and Mdaneipal Construction' prepared by W.S.D.O.T., and the America+ Public WwW All - ill Jim (APWA), se amaedW by the City of Renton Department of Public works. (3) The swims water drainage system shall be constructed according to the approved plans which are on So it Mil Department of Public Works. Any deviation from the approved piano will molm written approval from the City of Renton Department of Public Works or 9w*w Wetr UtANA (4) A copy of these qpp SlI piano must be on the job site whenever construction is in program (5) Deturlw Mall be NAM 36. unless otherwise approved by City of Renton Department of Public Works. Reftowe bandmeork and devotion era noted an the pions. (6) AN dlsdbentatlan /rNhon %Otlse must be in operation prir to clearing and bulfdbhg sensbud;^ Wald they must be satisfactorily maintained until construction is completed and tie polsMiall M an-0140 erasion he$ Passed. (7) AN r"ten /datanten facilities must be Installed and in operation prior to or in hem jy0licu m we, w seastrudism activity woks dtherwas approved by the Department of Pubk Wblks. Swlaas Wstr UtiRy. (6) Grace sped may be applied by kydroaseding. The grass seed mixture. other than y of 6smlam ap�a atamdrd mrtrso.:: be submitted by a Landscape Architect and app revs/ by em9 11garkmsmt of PO4 Works, So. Walter Utility. (9) AN pipe smart aptrN/msmose *0 be ktid on 0 propedy prepared foundation in socon mss aids Sadism 7- 013(1) of the current State of Wm*ingtom Standard 6peci estNo for Road and Srgdga Cam ",mistlen. This stall Include ndosssery leveling of We trahah b@4%m or Iles top of *a /nand dlen material as wall as placement and compaction of ra�aIupirpagd11abdadding material to uniform grade so that the entire length of Me pipe alit be dC - an a wd%nWy dense unyielding base. AN pipe bedding @hall be APWA Case ' Oft the sxedpten of PVC pipe. Ali trench boakf ll sha8 be aempaded to mInbmfaR 99K fer pd&mmornt and structural fan and 90 atkoaioa Pf- ASTM 0- 1617 -70. Pea gravel bedding shall be 6' over end under P.V.C. pips. (10) Galvsmlaei aced pope and dwnInktoi steel pipe for ell drainage faeiiitim shall have asphalt breetwhent 1p or better in" and outside. (11) Structures shill not be permitted within JO feet of the spring line of any storm drainage pipe, of 19 foot from Ye tap of any channel bank. 12) AN a" boom Wet" shot be deprans 0.10 foot below pavement level. (13) Open out read sre@sings throw gghh adsting public right of way will not be allowed ea wdo oPOalReaMy oppravN by the City of Renton Administrator. Department of Plenning/9uldaig/Publf@ Woks. (14) Rock for sresien protection of roadside ditches, where required, shall be of sound quarry reek placed to a depth of 1 foot and must meet the following specifications: P -6 /40X -70R paseNg; 2'-4' rock /30X -40X passing: and -2' rock /10* -20w peeehn9• (15) AN buildIng downdlpeuts and footing drains shall be connected to the storm drdrinags system. unless approved by the Department of Development Services. Plan Reviewer or Surface Wetr Utility, An sd1®urateiy dimensioned Certified as-built drawing of the disk op eysbwt will be submitted to the City of Renton upon complation. (16) Issuance of the 9uNdkng or Construction Permit by the City of Renton does not roll" the owner of the continuing legal obligation and /or liability connected with Norm surlims water deposition. Further, the City of Renton dads not accept any obliviian for the pryer Wrnctioning and maintenance of the system provide- during construction. (17) Tie Contractor Melf be responsible for providing adequate safeguard. safety datile" patOoika orpdpmant and any other needed actias to protect the Wt. hseith, end sefsty df M0 P and to protect property in connection with the Performance of werk covered by the contract. Any work within the traveled right of way Mat may Interrupt normal treff c flaw Mall require an approved traffic control plan by the Traffic Engineering Division of the Department of Public Works. All sections of the W.1.O.11T. Standard Spodflcstbns 1- 07 -23. Traffic Control, Mail apply. (16) Special drainage measures will be roquired if the project location is within the *Wfw protection arcs (APA). S-3044402 56-4,1904111 IfMP/aP IUM dClfi9ilfJ6 r ! ` f r .o® s 17' ape - Rt► % ®i •1 ° K 9 am s A� v� JIJ 6 • HIT ISO R61Y CHECKED FOR COMPLIANCE TO CITY STANDARDS D U N C A N® N DATE ® Clrpaksv ds DATE 14i 1W 1!!r6 Lest hiiar 114 DATE fink midld Piet X=Z4 1 Ave a6aaa au DCI NO. 02960 A-r W-a'o-rtKro'�cS ?'er<uos._` +u.,C_`► „y C8; W- 3e>afca/ C��- ?"see/ FR ZCANAIED NOV - 7 w