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Home My WebLink AboutR-364605H cid V^J ANLL LL CL z QZ U Q_ W 0 i - a. cr_ O VJ u^ VJ O Ir J W Ii Hanan RECTANOW AE ADJYSTIIeIT BECTON PIPE ALLOWANCES Size WpYVY nee YAruuL FameIHLIWTM 1T 30'to98' PWFCGCIIEIE 102'm 18P WTALPPE 11 W 12' am, EFEc.easal span/3 sauowau wC trsm. a'Ec.•a.tatll MELROSE SHORT PLAT aIaPUTAAU_m 1FLem.aE.ea DR, Snarma Aaa,PPE[IX1Lvx[ 1NOm WtNWPB WIl xorFA i. NazWplebb aMemeEveemtlnraCar4ly,.n Ntln PRECAM BABE BECTON.IMnjpmratl epmmNgrItlraamI8gcWatlanl.a wire machnwloanlNlamm vee 0.12 equera da grfad MegrouedwaleYmINnIImIraauYEdmEvehaAnNIMALTERtUTNE IaECABT BASE 8ECTON. WeamM enellrwt bapiemtl Ntle kgabwmPnw. 2 TFa MwNUUldmmetwePagxgt Oe graamrtlw 2nd. K+wbpum el6 neve awelmwmam ofYmmlmumm2.5'm Im oaf McP4.. nwwnum geD oedasn tlO laIPMIatl wm1 end ge d4ebe of tle Pipe. Ala Ina Foe b trem0ed, N BIe geP wtm pNi malar n 6aatlege wM smndem slxedlaFa gw.s. 3. Tro me4mumdepm tloln me futlNetl gratlemtlw laweMPM hrveR ene9 ro 6'. 4. rM fierce,M enm mFl bOlneblmC Wll meddg000Hn. s. TIF Read Bete Spdbn may Mvee mewed flow,eM tle wam may 5eslaped ae mm d 124 aalagr. s. TIw FgIINe MMueemaswed mneme ernes peadma gdlan. T. NOkJvp npbe enauroglouletl NSebrma MeN naeSgnplpad. 8. Ngratleregeap aftlrga NeA 00 ie11n lnaterin eCSrrlelXmweh Smnmrd Spdaliradan 901.3. eEESALrmlwrlvEvaNKIDAar aAu aEcllox PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLN - 200.00 a DEPARTMENT MARCH 2008 rr' iiceL Rjj.1PNa NOTES: 1. pgml'Paxla tlmlb YomatlYsgnaelafp armA N•n MnEaimse. FIXgwmmbPlbt N. m m[ ue IcnmFa Emo. a ne pq m1yFFLn zm.Mrlromewrsawawn 2 NNYatl Nm9snldq YMPb•ades Mel l» NaandamMOdery A 9. Camxcm W Mg.eNgNh IeWpWMaeY W YWYYdN mrM Adsb 4. CwoaY Pq. VIMnv WN dWwleiiNmrFd.MY MYUMYeddvLNdsOn0. s o.0. b.alrmn.asadsa.n.ra•q»udF a4ww•napw 1[Tts M•.sehaYwl® 0.D, nM i mPdlwn Mel G O.0. uH O.O. eq W s:mwam padaweeaea 1'o'raeFxwutz n.wAylaz.4Rmetlragl D'. 2' -ll• tr Helves OeMr va14Y atl upas EaMwmmsa. I A"r„a. zr Lo.ewwN r.+...wz>•m EF40,far FWILN pp• tldJl meWIM lNdetl In p.5bpre W'enerY Psc1eO m e5% niFpminn dudry. Me11wd8aGmnlled'nI(WSOOT/APNM MelMem epadepsl4as.) Pipe Size Min. metbetweenW.18 drCular Pipe Cana. LCPE, CMP dmmeter) 1Tm24' 1T 30'to98' diam.)2 102'm 18P 48' Plq - arch metal onysPw) muk- 12' 43' to 14T span/3 148'1.189' o SECTION C) MELROSE SHORT PLAT D.e 5/6/2014 CONSTRUCTION PLANS fF1da"C"NA U14002532 AWNp Rjj.1PNa NOTES: 1. pgml'Paxla tlmlb YomatlYsgnaelafp armA N•n MnEaimse. FIXgwmmbPlbt N. m m[ ue IcnmFa Emo. a ne pq m1yFFLn zm.Mrlromewrsawawn 2 NNYatl Nm9snldq YMPb•ades Mel l» NaandamMOdery A 9. Camxcm W Mg.eNgNh IeWpWMaeY W YWYYdN mrM Adsb 4. CwoaY Pq. VIMnv WN dWwleiiNmrFd.MY MYUMYeddvLNdsOn0. s o.0. b.alrmn.asadsa.n.ra•q»udF a4ww•napw 1[Tts M•.sehaYwl® 0.D, nM i mPdlwn Mel G O.0. uH O.O. eq W s:mwam padaweeaea 1'o'raeFxwutz n.wAylaz.4Rmetlragl D'. 2' -ll• tr Helves OeMr va14Y atl upas EaMwmmsa. I A"r„a. zr Lo.ewwN r.+...wz>•m EF40,far FWILN pp• tldJl meWIM lNdetl In p.5bpre W'enerY Psc1eO m e5% niFpminn dudry. Me11wd8aGmnlled'nI(WSOOT/APNM MelMem epadepsl4as.) Pipe Size Min. metbetweenW.18 drCular Pipe Cana. LCPE, CMP dmmeter) 1Tm24' 1T 30'to98' diam.)2 102'm 18P 48' Plq - arch metal onysPw) 18'm38' 12' 43' to 14T span/3 148'1.189' 48' w N PUBLIC WORKS PIPE COMPACTION STD. PLN - 220.00 7C DEPARTMENT DESIGN AND BACKFILL MARCH 2008 CLEOHaUXFACE AVO 1(GrNNA FRQMEUHIFgGICCMAm. ME WPFACEAFFA6ME BPBE SE4MW MM BEPRWRD TOME WfrONMF CF1NE AFN9RIFMSECImU. FRAME AND VANND aRAW SANG umm Norex 1. THE COVER OR MATING OF A CATCH BASIN SHALL NOT B E GROUTED TO ANAL GRATE UNTIL THE RNN ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HRR BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GNEN BY THE ENGINEER TO GROAT OR GRATING IN PUCE INACCORDANCE Vlffll STANOMD 9PEGH'IGTION 7_051. 2 SHIMS SHALL NOT BEIS USED TOSET FRAME TOGRACE. THE USEM SHIMS ISPROHIBITED.S RED. 3. MORTARMAL.S PLACED PLACEMENT. TMENiRINGSANDBRICKSISPERMITTEDER (PLACEMEN. 4. THE USE OFSTAGGERED IS RUINERE THEINGBOND IMSARESTAGOEPEOTOCREATEARUNNINGBONDORYx BOND. PUBLIC WORKS CATCH BASIN INSTALLATION SrD• PLN - 202.00 DEPARTMENT MARCH 2008 1> I aENRNR.TP. A 9: A W.Almm LLi MFAIgaTIBMPAVBIFNf.IFOMPIge aAm FeawpwT q EUIIVA3ENf r` GTa amX-r-awawx B B 1'. tt. t.AiA •react sew. mMAIENr WanPa mlras.T wE r AIF.JJWFUSEI1Rxry AIL erwvE ave aara PEWN . QlJMOOT ENTAIL GTa BASMIPFA aYX aemox a raTGAa w.cEaooFmNxNIGHER 3K x1PoLLECiCP NS -. Wmasmm w avoarogaAwaxavAIF PLKE0.FIl10'JFArBW IMYePACF AT m' eaDa J acx xxDa•mn aeGnoxw wEam NOTE: Mm. PIPE SIZE SLG PIPE NATERIALS ALLOWED: PJC, LINED CPE, TNPLE WAIL POLYETHYLENE, DI OF NEEDED FOR STRENGTH} PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN STD. PLN - 22510 DEPARTMENT COLLECTION SYSTEM CROSS SECTION MARCH 2O0B N 2 REVISED PER C17Y OF RENTON COMMENTS, DATED 06/16/2014 1 REVISED PER CITY OF RENTON COMMENTS, DATED 06/12/2014 NO. REVISION c TOP NOTESThistrema IstleMgrwtlm eoxmm.dem Zg' N 24'gralea w aArem z Pnaide two odes in One frame Inst an vagaW.Mr dl w4h1 518'-11 NC x 2'albn haetl rap saew.r Laatlanofbdtdovmhdgvvbaemargdiff nt menafamlgs. 3. Refmlp Standard Spedfiratlon 945.15(2) fweddlgdnal aautanenm. Szonom Q REc®.'FD ALLFH xFADW0.KEW ae•. tt NCa¢ wrtl SECTION DETAIL Q EOLT411ON+TAILDE a PUBLIC WORKS RECTANGULAR FRAME 97D. PIAN -20440DEPARTMENT MARCH 2008 4 VTOP Eolr-Dowx alar DETAu 8Ff rD1E1 NOTES I . Provide Ava slam N tlw t raw that art vergmly wigned warn B+e roles N gE frame. t.oamn arolawwl mob vdbe snare tl8fxmt mNmmraeae. IBOYETRIC 2 RetWtOSmtmvdSped&aion945.15(2)batl3eaW n.mmnWW. a UNeaednegme WedBad, valved gams sflalroassd wln ate+Idrd tram. In Ina travel way, gutla m all.Wtlar. vena tl f istea Aral red Ee bobd wi1Nn apWrpem. the vawd Oalesalar0 ndletl axme. PUBLIC WORKS RECTANGULAR - PLN - 2114•20 DEPARTMENT VANED GRATE MARCH 2008N _ SURFACE WATER STANDARD PLAN NOTES SOURCE: CITY OF RENON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE WATER UTILITY.PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE RENTON PLAN REV/EW SECTION AND THE APPLICANT. OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH TRENCH BOTTOM THE TDP FOUNDATIONMATERIAL AS RMC), THE RENTON MUNICIPAL CODETHE LATEST EDITION OF THE WELL AS PLACEMENN T AND COMPACTION OF REQUIRED BEDDING STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL MATERIAL UNIFORM GRADE 50 THAT THE ENTIRE LENGTH CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC THE PIPE WILL FOLBESUPPORTEDONAUNIFORMLYDENSE, UNYIELDING WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C , WITH THE RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE EXCEPTION OF PVC PIPE. RESPONSIBILITY OF THE APPLICANTAND THE PROFESSIONAL CIVIL 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALTENGINEERTOCORRECTANYERROR, OMISSION OR VARIATION FROM TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CIT'. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE DOES NOT CONSTITUTE AN APPROVAL OFANY OTHER STRUCTURES ASSOCIATED WITH A PERMANENT CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER 18, BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY SETBACKS LINES. DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW APPROVAL FROM THE CIN OF RENTON PUBLIC WORKS DEPARTMENT, PAVEMENT LEVEL. SURFACE WATER UTILITY SECTION. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CIN OF RENTON S. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE WHENEVER CONSTRUCTION IS IN PROGRESS. MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE 6. GRADING ACTIVITIES (SITEAL7ERA7TON) ARE LIMITED 70 THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF HOURS OF7A.M.TO7 P.M. MONDAY THROUGH SATURDAYAND NO ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST WITH A WRITTEN DECISION BY THE CITY OF RENTON. MEET THE FOLLOWING SPECIFICATIONS: Z IT SHALL BE THE APPLICANT'S/CONTRACTORS RESPONSIBILRT' TO 4 - 8INCH ROCK/ 40 - 70% PASSING, OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE 2 - 4 INCH ROCK/ 30 - 40% PASSING; AND INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW LESS THAN 2INCH ROCK/ 10 - 20% PASSING. AND APPROVAL PRIOR TO CONSTRUCTION. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE B. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. UNLESS AN APPROVED SET OF PLANS THAT A AN ACCURATELY DIMENSIONED CE - MEET ALL SUBMITTED AS BUILT DRAWING OFREQUIREMENTS ARB SO SUBMITTED O 4 E THE SURFACE WATER DESIGN THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON MANUAL ARE SUBMITTED TO THE CITY OF RENTON. COMPLETION. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR NOTED ON THE PLANS. INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF FOLLOWING: STORMWATER FACfL717ES MUST BE SUBMITTED TO THE CITY FOR A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST REVIEW AND APPROVAL. ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY 70 PROCTOR. RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS APPROVED OUTFALL LOCATION. SPECIFICALLY APPROVED BY THE CIN OF RENTON AND NOTED ON B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN''. ACCORDANCE WITH THE CIN OF RENTON TRENCH RESTORATION THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, STANDARDS. AND BE SECURED TO THE STAKE. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE PASSED. DETECTION. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE MlavnTrn. salE BEYLER CONSULT. XA'm +a 20• al,w Nm Ig,S/mm s , CITY OF BML 08/13/14 BML BML 06/22/14 wuWB 3Ap RENTON ME'1°r DATUMBML06/27/14 aEa BML M",I, Planning/Building/Public Works Dept. F Mm SIE NOI BY DATE APPR yPpmm s`A'E "01bpgLT LCB SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL SNBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE TELEVISION). F. ALL INDIVIDUAL OUTS SHALL BE PRIVATELY OWNED AND THE LMAINTAINEDBYTHELOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24, PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CIN OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SMALL REQUIRE ATRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS RMC 4-3-050). R-314605 2.......................................................... yS 33yL QP..4.[„A!!N:.6p.................................. APPROVED BY: DATE: 1IPE.OHOFFION 1 DATE: APPROVED BY: DATE: SECTION C) MELROSE SHORT PLAT Eolr-Dowx alar DETAu 8Ff rD1E1 NOTES I . Provide Ava slam N tlw t raw that art vergmly wigned warn B+e roles N gE frame. t.oamn arolawwl mob vdbe snare tl8fxmt mNmmraeae. IBOYETRIC 2 RetWtOSmtmvdSped&aion945.15(2)batl3eaW n.mmnWW. a UNeaednegme WedBad, valved gams sflalroassd wln ate+Idrd tram. In Ina travel way, gutla m all.Wtlar. vena tl f istea Aral red Ee bobd wi1Nn apWrpem. the vawd Oalesalar0 ndletl axme. PUBLIC WORKS RECTANGULAR - PLN - 2114•20 DEPARTMENT VANED GRATE MARCH 2008N _ SURFACE WATER STANDARD PLAN NOTES SOURCE: CITY OF RENON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE WATER UTILITY.PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE RENTON PLAN REV/EW SECTION AND THE APPLICANT. OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH TRENCH BOTTOM THE TDP FOUNDATIONMATERIAL AS RMC), THE RENTON MUNICIPAL CODETHE LATEST EDITION OF THE WELL AS PLACEMENN T AND COMPACTION OF REQUIRED BEDDING STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL MATERIAL UNIFORM GRADE 50 THAT THE ENTIRE LENGTH CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC THE PIPE WILL F OLBESUPPORTEDONAUNIFORMLYDENSE, UNYIELDING WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C , WITH THE RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE EXCEPTION OF PVC PIPE. RESPONSIBILITY OF THE APPLICANTAND THE PROFESSIONAL CIVIL 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALTENGINEERTOCORRECTANYERROR, OMISSION OR VARIATION FROM TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CIT'. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE DOES NOT CONSTITUTE AN APPROVAL OFANY OTHER STRUCTURES ASSOCIATED WITH A PERMANENT CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER 18, BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY SETBACKS LINES. DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW APPROVAL FROM THE CIN OF RENTON PUBLIC WORKS DEPARTMENT, PAVEMENT LEVEL. SURFACE WATER UTILITY SECTION. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CIN OF RENTON S. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE WHENEVER CONSTRUCTION IS IN PROGRESS. MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE 6. GRADING ACTIVITIES (SITEAL7ERA7TON) ARE LIMITED 70 THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF HOURS OF7A.M.TO7 P.M. MONDAY THROUGH SATURDAYAND NO ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST WITH A WRITTEN DECISION BY THE CITY OF RENTON. MEET THE FOLLOWING SPECIFICATIONS: Z IT SHALL BE THE APPLICANT'S/CONTRACTORS RESPONSIBILRT' TO 4 - 8INCH ROCK/ 40 - 70% PASSING, OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE 2 - 4 INCH ROCK/ 30 - 40% PASSING; AND INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW LESS THAN 2INCH ROCK/ 10 - 20% PASSING. AND APPROVAL PRIOR TO CONSTRUCTION. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE B. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. UNLESS AN APPROVED SET OF PLANS THAT A AN ACCURATELY DIMENSIONED CE - MEET ALL SUBMITTEDAS BUILT DRAWING OFREQUIREMENTS ARB SO SUBMITTED O 4 E THE SURFACE WATER DESIGN THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON MANUAL ARE SUBMITTED TO THE CITY OF RENTON. COMPLETION. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR NOTED ON THE PLANS. INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF FOLLOWING: STORMWATER FACfL717ES MUST BE SUBMITTED TO THE CITY FOR A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST REVIEW AND APPROVAL. ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY 70 PROCTOR. RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS APPROVED OUTFALL LOCATION. SPECIFICALLY APPROVED BY THE CIN OF RENTON AND NOTED ON B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN''. ACCORDANCE WITH THE CIN OF RENTON TRENCH RESTORATION THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, STANDARDS. AND BE SECURED TO THE STAKE. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE PASSED. DETECTION. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE MlavnTrn. salE BEYLER CONSULT. XA'm +a 20• al,w Nm Ig,S/mm s , CITY OF BML 08/13/14 BML BML 06/22/14 wuWB 3Ap RENTON ME'1°r DATUMBML06/27/14 aEa BML M",I, Planning/Building/Public Works Dept. F Mm SIE NOI BY DATE APPR yPpmm s`A'E "01bpgLT LCB SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL SNBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE TELEVISION). F. ALL INDIVIDUAL OUTS SHALL BE PRIVATELY OWNED AND THE LMAINTAINEDBYTHE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24, PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CIN OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SMALL REQUIRE ATRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS RMC 4-3-050). R-314605 CITYOF RENTON APPROVED BY: =:e_ /nom DATE:p' ' APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: MELROSE SHORT PLAT D.e 5/6/2014 CONSTRUCTION PLANS fF1da"C"NA U14002532 AWNp NOTES & DETAILS