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Home My WebLink AboutRC 20190620000732 Instrument Number: 20190620000732 Document:COV Rec: $111.00 Page-1 of 13 Record Date:6/20/2019 2:58 PM Electronically Recorded King County,WA Return Address: City Clerk's Office City of Renton 1055 S Grady Way Renton, WA 98057 DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANCE OF DRAINAGE FACILITIES AND ON-SITE BMPS Grantor: Golden Cedars, LLLP c/o Renton Housing Authority Grantee: Citv of Renton, a Washington municipal corporation Legal Description: SW 1/4 of SW 1/4 OF SE 1/4 LESS E 1 AC LESS E 200 FT OF THE S 430 FT THOF LESS N125 FT OF S280 FT OF W155 FT LESS RDS LESS C/M RGTS SUBJ TO ESMTS • Assessor's Tax Parcel ID#: 092305-9051 IN CONSIDERATION of the approved City of Renton (check one of the followingJ ❑ Residential Building Permit �✓ Commercial Building Permit ❑Clearing and Grading Permit ❑Civil Construction or Utility Permit fo r Pe rm it(s)B-�9000682 (construction/aui�din9/utility Permit#)re I at i ng to t he rea I p ro pe rty ("Property") described above, the Grantor(s), the owner(s) in fee of that Property, hereby covenants (covenant) with the City of Renton ("City of Renton" or"City"), a municipal corporation of the state of Washington,that he/she(they)will observe,consent to,and abide by the conditions and obligations set forth and described in Paragraphs 1 through 9 below with regard to the Property, and hereby grants (grant) an easement as described in Paragraphs 2 and 3. Grantor(s) hereby grants (grant), covenants (covenant), and agrees (agree) as follows: 1. The Grantor(s)or his/her(their)successors in interest and assigns("Owners")shall at their own cost, operate, maintain, and keep in good repair,the Property's drainage facilities constructed as required in the approved construction plans and specifications B-19000682 (Project Plan#) on file with the City of Renton and submitted to the City of Renton for the review and approval of permit(s) B-1 g000682 (Construction/euilding/UtilityPermit#).The Property's drainage facilities are shown and/or listed on Exhibit A—Site Plan. The Property's drainage facilities shall be maintained in compliance with the operation and maintenance schedule included and attached herein as Exhibit B—Operations and Maintenance. Drainage facilities include pipes, channels, flow control facilities, water quality facilities, on-site best management practices (BMPs) and other engineered structures designed to manage and/or Page 1 of 13 Instrument Number: 20190620000732 Document:COV Rec: $111.00 Page-2 of 13 Record Date:6/20/2019 2:58 PM King County,WA treat stormwater on the Property. On-site BMPs include dispersion and infiltration devices, bioretention, permeable pavements, rainvvater harvesting systerr�s, tree reten�ion credit, reduced impervious surface footprint, vegetated roofs and other measures designed to mimic pre-aeveioped hydrology anci minimize stormwater runotf on the Property. 2. City of Renton shall have the right to ingress and egress over those portions of the Property necessary to perform inspections of the stormwater facilities and BMPs and conduct maintenance activities specified in this Declaration of Covenant and in accordance with the Renton Municipal Code. City of Renton shall provide at least thirty (30) days' written notice to the Owners that entry on the Property is planned for the inspection of drainage facilities.After the thirty(30) days, the Owners shall allow the City of Renton to enter for the sole purpose of - - inspecting drainage facilities. In lieu of inspection by the City,the Owners may elect to engage a licensed civil engineer registered in the state of Washington who has expertise in drainage to inspect the drainage facilities and provide:;a written report describing their condition. If the Engineer option is chosen,the Ov�rners shall provide written notice to the City of Renton within fifteen (15)days of receiving the City's notice of inspection.Within thirty(30)days of giving this notice,the Owners,or engineer on behalf of the Owners,shall provide the engineer's report to � +L...!`7+....f D.....+..... IG+L.., .. ....+ : ..+.. ,:.J,..J�: ., a.:y..�..1..�,� _:t:>J _I__.:�_� 11__�i^:1�.. ...t1�IC�.IIY..VfTCfI-lVll..11...11-IC 1C�.JUIL 1��I�IUL �.JIVVIUCU III..�d.tiI111CI�IlI1c1II11Cf�dJ��J�JC6.II1CU�dfJVVC� lllC�l.11�/.. of Renton may inspect the drainage facilities without further notice. 3. If��City o�._ . _ �._.. ._ f Renton determines from its inspection, or from an engineer's report provided in accordance with Paragraph 2,that maintenance, repair, restoration, and/or mitigation work is r�quired�e be done to any of the tlramage'faciiities, City'of Renton shail notify the �wners of the specific maintenance, repair, restoration, andJor mitigation work ("Work") required pursuant to the Renton Municipal Code. The City`shall al5o set a reasonable deadline for the Owners to complete the Work, or to provide an engineer's report that verifies completion of the Vvork. After the deadiine has passed, the Owners shail ailow�he C'itv access to re-inspect th� drainage facilities unless an engineer's report has been provided verifying completion of the WorR. If ihz We�rk is not eompleted withiri the time frame set by the City, ti�e City rrray initiate; an enforcement action and/or perform the Work and hereby is given access to the Property for such purposes. Written notice will be sent to the Owners stating the City's intention to perform such Work.This Work will not commence until at least seven(7)days after s�ach notice is mailed. If, within the sole discretion of the City, there exists an imminent or present danger, the seven (7) day notice period will be waived and Work will begin • �:�__:.. iiiniicuiaticry, _ 4. The Owners shall assume all responsibility for the cost of any Work, or any measures taken by the City to address conditions as described in Paragraph 3. Such responsibifity shail include reimbursement to the City within thirty(30)days of the receipt of the invoice for any such Work p:erformed. Overdue payments will require payment of.interest at the maximum 1.egal rate allowed by RCW 19.52.020 (currently twelve percent(12%}). If the City initiates legal action to enforce this agreement, the prevailing party in such action is entitled to recover reasonable litigation costs and attorney's fees. 5. The Owners are required to obtain written approval from City of Renton prior to filling, piping, cutting, or removing vegetation (except in routine landscape maintenance) in open vegetated stormwater facilities (such as swales, channels, ditches, ponds, etc.), or performing any alterations or modifications to the drainagz facilities referen�ed in this Declaratio��f Covenant. Page 2 of 13 Instrument Number: 20190620000732 Document:COV Rec: $111.00 Page-3 of 13 Record Date:6/20/2019 2:58 PM King County,WA 6. Any notice or consent required to be given or otherwise provided for by the provisions of this Agreement shall be effective upon personal delivery,or three(3)days after mailing by Certified Mail, return receipt requested. 7. With regard to the matters addressed herein,this agreement constitutes the entire agreement between the parties, and supersedes all prior discussions, negotiations, and all agreements whatsoever whether oral or written. 8. This Declaration of Covenant is intended to protect the value and desirability and promote efficient and effective management of surface water drainage of the real property described above, and shall inure to the benefit of all the citizens of the City of Renton and its successors and assigns. This Declaration of Covenant shall run with the land and be binding upon Grantor(s), and Grantor's(s') successors in interest,and assigns. 9. This Declaration of Covenant may be terminated by execution of a written agreement by the Owners and the City that is recorded by King County in its real property records. IN WITNESS WHEREOF; this Declarati,Qn of Covenant for the Inspection and Maintenance of Drainage Facilities is executed this�day of �H.,p, , 20 19 �;� GRANTOR, owner of the Property GRA R, o r erty STATE OF WASHINGTON ) COUNTY OF KING )ss. On this day personally appeared before me: MaIvK [°-,��np�� , to me known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed,for the uses and purposes therein stated. Given under my hand and official seal this '�� day of SUxIQ, , 20 1°I . ��r�� , ,�t NpY LAMe�� ,,ss�oN.�so� �vandu �o�rnbP,rson • Printed name � �� `�ARr�'�A�? _ Notary Public in and for the State of = •� �, ''� m; � Washington, residing at '" � UBUC �i• - �N: • • �e.lfltbVl 'i��`��-202�•�a�� ♦ p •....• G ♦ i,,i�,�,;;;;,�� My appointment expires 2— 1 �202� Page 3 of 13 Instrument Number: 20190620000732 Document:COV Rec: $111.00 Page-4 of 13 Record Date:6/20/2019 2:58 PM King County,WA . � _ ��ac �#as� — 7PRWT AREA=10,125i S.F. " -- � — 12 2 5 . �, _ v�E �.o' N , t`�`- `� �NEW ROOF DRAIN LEADER (PRIVATE) f�ROP �INE� ' ----� �< � —FENCE ON � PROP uNF NEW STORM CATCH BASIN �PRIVATE) ��.--Tf�'E — /T —_ �• �_ �� I pROP UNE � PLAY AREA `. �' — + ' w � � ; ; cE�aR PaRK cc , _ NEW INFILTRATION TRENCH (PRIVATE) � - iff_544.�5 � • � �ilftE - � I ',- ' �1.� ¢ '� � , cnAVE 6.4' E 'r . - , ¢ w ��F PROP LIt�E • — � 5; w T} •�- EAVE ON I W � NEW ROOF bRAIN '�' �� -p :' � . — �NEW INFILTRATION TRENCH (PRIVATE) �oci �c�EADER (PRIVATE .:, �. � Foarps�.,,.,�$�-� 1 1� 'D' � M z (PET WASTE BAGSj AREA=I9'Lf 5.:�1,�`{ , o �d � NEW STORM CATCH BASIN (PRIVATE)� � � • - � ` � " � z �- � � � � J �.,A� ��^,: � D i� iv � �.KEYstoNE wa. � � a �� , ` - F NG 0 I �O <� � � I I �P�OP��{P l� �� I� w c�� I � . � 0; J d UND REBAR�CAP EIVCL�dSURE (E3 1—T_� _ � : , L , _/ �� , � — �s ��20�� ,5�--` . ��-�D -=_NEW STORM PIPE (PRIVATE � - r � � a- �U� O O.U8'S, ��'� ROP C_�� `SD---__ �=,w � � ---[7 / o� /// HAND RAIL �3 ''-----'� � �� o - � z� o -- . .. .. . . �.. ..� . ... .. ,�, � . . .-_.. ...... . .. . . ._ .. ..... �.-z. .. ... . . .. . - . . W .. . � �.'. +. . . . . . .I- �,�j ' . � . .. � . � �^--�.-w/ . � � . . ._.... ...... _:_.. _.-. ____ ,_� ........ _.. ...... ... .. .._. . __-_-_ _,.�_.,.� ...._ ....: ___. ...... ...... ..... ... . . . . ... RI�(lC��4.n�R . ..... . . .» . .. . ......... ... ...:�� . .._.. ._. � . ...... ...... ... ..... ....... ...... . ._.. LEGEND _ STORM DRAIN PIPE (8" DI) ST TYPE I CATCH BASIN ■ INFILTRATION TRENCH ��:. CLEANOUT TO GRADE R�JQF DRAIN I_EAD€R (6"PVC) - — — — v,�. GRAPHIC SCALE 0 25 5 50...' `. 100 _ �. �; ., (IN, F=EET)� _ ; 1 INCH ;.=� 50;� FT n��w� ` CEDAR PARK COMMUNITY�,CENTER ° ��'��k�'�°'�� w'�'�� 450 MONROE AVENUE N, RENTON,,WA ��,�;��°�° = � �� EX-A STORMWATER FACILITIES 1505 Westmke Ave.N. � �T(206)522-9510 �. '� . � ' SuiC 305�.�� F..(206)522-8391 � . � � � . Seatt�,WA98109 , �w�rrv.PacLwo.con 1�-50' � 05/31/2019 Page 4 of 13 Instrument Number: 20190620000732 Document:COV Rec: $111.00 Page-5 of 13 Record Date:6/20/2019 2:58 PM King County,WA Exhibit B — Operations and Maintenance Page 5 of 13 Instrument Number: 20190620000732 Document:COV Rec: $111.00 Page-6 of 13 Record Date:6/20/2019 2:58 PM King County,WA Maintain Stormwater Facilities The owner or opera�or of the projeet shall be responsible for maintaining the stormwater facilities in accordance with local reauirements. Proper maintenance is important for adequate . , . . . functioning of the stormwater facilities. The following maintenance program is recommended for this project: ,,., . , � �-, , , . ; ,, ��.� � ,, , , . �_ J�9�w��_�"�"��:��I�:AIi�L�.,l�►�'+J1�1�t1��'i , . .�.� .< . �r�i�r��aa�c� ��a� c�an��r��ar�v�r��a��arra�r�uw.��c� ��su�.�s�x��c�r�.�wrH�a� con��w��r �r��.��n is r�� r��i��r��n��s��Fa�r��a St�a�ct�are S�a�9irr�er�t Sed'cm�rr�exceeds��1°iA af�h��:�th tr�rn S�ranp of�catch b�sin ca�ntains e�p ser�irraerad. ��C4MI70U9c`b6R4wi� G&1�9'�Y�.7ClQ4Yl df�:�1�3 Cs�ICft�7,r�,5IiI1�q t�1�IWV�E�'C of&he fow�est p��untr�ar craat af�fa�c��ch ��as'rn ar us vwothin�i��hes c�f tN�e nnv�rt�f G�ae f�aw��9�dp�Ontc,a�r ae�t�,C th��9c9� bas6c�. Trash and d�R�ris Tc��sh�r deNaris o�a��re ttran"�cu�i�fz�at B�o Tr�sh�ae d�brtis blackinc�nr�Sofent¢alBy w��ri�h is�crcatec9 i�rrredi�t�ly iru frnu�t a�t6�e bl�ackirtg entrau�ce to cat��u basi�. eatr,h basin�r�y�ning ar'€s bYackang��aci�y caf k�r�c�t�h ka�sGn 1ay!rrn�ar�than��1°Am. Trash�a deVaris ica Ghe catcC�bas4ry tlh�ak �Ica trash�r d�fao�as 6r�t��catck�basis�. ax��e�s'l;a t�ue cfc�g�kkr fr�aa�t khe ba�t�p�u pf krasin to inw��t the tlti�w�st pu�e ar�Co�a��aut ot tl�a�krassra. �G��fA�F`iIIfiAN�5 U6'Vf3Y�E?�;��n011�Y4k7�C�kd�C� �"�t'I G$�c�a�r7,lYll�i'Or'1.�S(Sf V�C�'�^k�.r4�YF�kYA?9�Vlf. ge��-ake adors th,ah ca�uBd cacase +�wkthin c�BcYs basen. r;aanpNa�rrts ar�lamcp�rnu�yasr�s(�e.�., m��haroe}. E]�p�sits of g,�eFa��e�xa;eedtle�� ubac 9Vo ecscud�tAe��a present wPai�h wou9d attract or �acrt 6n waB�n�r�. sa�p�a�ret Ak��z�Sree�nu�g¢�f in�eaC�ar rc��l�nts. Da,rvr�g�Rd fratrae Corr��r oi ffr�ma,eutends m��e th�n f i�ach F�araia is�aera wdt��a��a_ a�dlra�tiop sl�ab ��stl cu�b�a��in�a tkr�stee�t{If �pa�licaf�G�'y. T�aK�51atl��uas htales 9�rg�r thamr 2 5qr��ar� �¢ap s��k�is fcee o(hc�Ye��hd cr�ck's. I�e��s�ar cr�c�s wider Ch�ar�'r"�9nc6�. F�arxse na�k�sit�Clrrg 3�luash s�rr Sap�sRab,i.�., F�arm�is sit�kun,�flu�h a�s�kt��Rab, separatiaa�of cn�vee t�ua�'!inch crf tCre (�'r�.1�14 dGLD�'��.f1��dB�15�1��A. Cracks in wwal�s�rr Gr�cVcs wider Ghan f�inckr�rc�d Por�ger�han Catch b�sirr Bs se�led�ncN As skra�cdural'�,Py bpltqvn 3�eet,any evlderoc�r��'s4G�l��r�iCles soto��i. ent�rina��tCfn�asin 4hrou�k7(:r��kS,ar maontenaer�e peraora J�urYg�s�hat catc�u b��in is u�5a�artd. Ge�c�Cs wider Ghan fa incB��md Bar�g�;r 9h�n PWa cracN�s maec��haru'fa ir�ch�Pd�at tta� 1�t�ar�t at tM��cricafl aY any AczYeflfor�6l�t p�i�e r�e j�aM�rt c�4`imuf�e&1o��4e#�aM�ae.. e�C11�'i.'V6CiG'f7�E q�SCY6G p7�.c�R'�IC��S @�YY��YIn,i� catch b�sin tka�caargh cr�cks. Se�tlemen!/ Catch ta�sira h�5 sett6e�V¢a�+a�e 9h�n N art��et� BaSic��e�9acec��re�axre�Ro t�esiqn misaqignren�eak or h�s r�it�¢ed r'�are:lh��v 2 h;nc�es raaat�f st�nd�cels. �rlignra�errt. �an�ar�ed'�aipejointls Crac�s wirler�han^,�'�-'ra�c�y�C�he grslrn��af tka� �Ia cr�acks��we�re rtB7�rn"✓-Wr�ch w6cie�f Gk��; i�rPetlo�a4l��r�pes a�a�y evddern�e�f�+ail �c�int c��ivaleUsssa9iet ysi�res. ent�rirr�tYr�s cate:M1�Y��s�r��tt lYrs peri�+t af 9�roe inl'etlqu�l�p�iipes, Ccantan�nrr��ks�rad f�ny evdd�nc�af c�ntar�aBn�ntS rar pm98�.itnran �rBa�erFals re�vatrve�Y a�acE d�s�r�s�d mf paPNu�iara s�ch a�s afl,�aso9A�e,ccnncr�ks slurclss or a�vo�dkng tl�a�ap�oe.a�B�regulatflaras.Saurc� paint. corpYrall�MG�s aRn�aVem��Red iik��prca�r�ake. GUo cow�Ea�iraan45 pres�nd,o�Naer tkra�a s�irC��c�il�Im. 9c�lekfC9utwet Pi�e Se¢iimertt Sedim�r�4�iIBGAng 2�1%cr�r rrr�r��af R�re pipe. Iral�Ucrutlet pa�aes��e�rc at seciurtiaent. �s�curr�uN�Eion Tr�sh and clebris Tr�sh�a�c!c9�bris�rcua�a�!1a�ed'in GVr�trash o�r�deP��xs 6ar pi�r�;:s. iu�P��CdauCl��igres(orc��clusV'e��FRcr�at�bses�u�c� no�-ilaa�abaesp. Page 6 of 13 Instrument Number: 20190620000732 Document:COV Rec: $111.00 Page-7 of 13 Record Date:6/20/2019 2:58 PM King County,WA . . ,. z ,, . 'I��'J� ��-C�#.��F�;,��S�NS`�lhJ�'11�11�I�II�C��.�',� , ,, , MAINTENANCE DEFECT OR CONDITION WHEN MAINTENANCE RESULTS EXPECTED WHEN COMPONEN7 PROBLEM IS NEEDED MAIN7ENANCE IS PERFORMED InIeY/Outlet Pipe Damaged inle�/outleY Cracks wider than%z-inch at the joint of the No cracks more than'/-inch wide at the (cont.) pipe inlet/outlet pipes or any evidence of soil joint of the inlet/outlet pipe. entering at the joints of the inlet/outlet pipes. Metal Grates Unsafe grate opening Grate with opening w�ider ghan�/R inch. Grate opening meets design standard's. (Catch Basins) Trash and debris Trash and debris that is blocking more Grate free of tresh and de&�ris.footnote to than 20%of grate surface. guidelines for disposal Damaged or missing Grate missing or broken member(s)af the Grate is in place and meets design grate grate.Anyopen structure requires standards. urgent maintenance. Manhole Cover/Lid Cover/lid not in place Cover/lid is missing or only partially in Cover/lid protects opening to structure. place.Any open structure requires urgent maintenance. Locking mechanism Mechanism cannot be opened by one Mechanism opens with proper tools. not working maintenance person with proper tools. Bolts cannot be seated.Self-locking cover/lid does not work. Cover/lid difficult to One mainte�ance person cannot remove Coverllid can be removed and reinstalled remove cover/lid after applying 80 Ibs.of lift. by one mainte�nance pe�son. a�� i ��,��.�N��<. :;. MAIN'�ENANCE DEFECT iDR CON'�IT�{7NS WHEN RESULTS E�PEGTE�VM1IF6�N CQMPUNENT PRQBLEM MAINT�NANCE IS NEI��D MAINT�M1BANC�IS PERFpRM�D Pdpes Sediment&debris Accumwlated sediment or debris thaQ VWater fla�ws fr�ely through pipes. accumaalation exce�ds ZGl%of th�diameter ob the p6pe. Vegetatipnlroo� Vegetation/roats phat reduc�a fr�e V4`ater flaws freely Chrough pipes. growtYa in pipe rrnovement pf water through pipes. Contaminants and Arry evidence of contaminamts ar pollluti'on M'ateriais a-emowed and disposed�f polla�tion such as�mil,gasol'rne,cancr�te slurries or according to applxcable reguCatians.Sa�ree �aint. coratrol BV4APs implemented if apprapr�ate. No comtaminants�preser�t othsr than a surfa�e oiN fnlm. Damage to pratectiive Rratective coating is darruaged;rust or Pipe a�epaired or replaced. caating or corrosia� co�rospon is weakeu�in�the s4ructural untegrMty of any part of pipe. �amaged pipes Arry dent that decreases the cross section Pipe Uepaired ar replaced. area pf�pi�e bq more th,an 2d°fo oa is determined to B�ave w�akenec9 structural uritegr6ky aF�he pipe. Ditahes l"rash ar�d debr�s Trash a�nd debris ex�eeds�cuGic faat per Trash and c�ebris cleared frorn ditches. 1,000 sqa�are fe�t of ditch and slmpes. Sediment Accumulated sediment that exceeds 20°J Ditch cBeaned/flusMed af all sedirnent and accumu�lation t�f the deslyn depYh. �Yebris so tYuad It�Tiz�kc�es desf�n. f�axiaus weeds .Any naxiaus pr nu'rsance wegekatian wfaich Noxiaa�s and nuisance uegekation rtemawed ��nay cor�sti�ute a hazarci to City pers�orrr��q according fa appl'ncat�le reguBa#ior7s.�90 nr the prabiic. danger o�r�axiaus vegetatian where Gity personn�l or the publ�c migha#u�arm�ally b�. Contaminants and Any evidence of con4aminants ar poll',ut[on M'ateriais eemoved and disposed of pollutitln suCh aS oll,gaSqline,cqr�er�ie Slurries pr aCc4rding tp appldCable YegUdedl4nS.S4urCe �Saint. carofral BPv9Ps implercnented if appropraate. No contaminarrts�rresent other tham a surfac�oiq fwlm. Excessmve weg�tatiara Vegeta�ion Rhat r�duces free moverr�errt of Water flaws freely ghrmugh ditch�s. growlh water thrnugh ditches_ Er�sion darnage Rn Ar�y erosion observed on a ditcl�slo�ie. Slopes are no�erodin�. slopes Roek fniag out af Qne layer oc less�f rock exis�s abave Replace eocks t�deaign standards. �4ace c�r m�issing(Yf mative sotli are�5�qu�are feet ar mare,any appGcabl�) expcased nat'¢ve soiV. Page 7 of 13 Instrument Number: 20190620000732 Document:COV Rec: $111.00 Page-8 of 13 Record Date:6/20/2019 2:58 PM King County,WA N�1 J �E1�ICIN� MAINTENANCE DEFECT OR CONDITIONS WHEN RESULTS EXPECTED WHEN COMPONENT PROBLEM MAINTENANCE IS NEEDED MAINTENANCE IS PERFORMED Site Erosion or holes Erosion or holes more than 4 inches high No access under the fence. underfence and 12-18 inches wide permitting access through an opening under a fence. Wood Posts,Boards Missing or damaged Missing or broken boards, post out of No gaps on fence due to missing or broken and Cross Members parts plumb by more than 6 inches or cross boards, post plumb to within 1 Yz inches, members broken cross members sound. Weakened by rotting Any part showing structural deterioration All parts of fence are structurally sound. or insects due to rotting or insect damage Damaged or failed Concrete or metal attachments Post foundation capable of supporting post foundation deteriorated or unable to support posts. posts even in strong wind. Metal Posts, Rails Damaged parts Post out of plumb more than 6 inches. Post plumb to within 1'/z inches. and Fabric Top rails bent more than 6 inches. Top rail free of bends greater than 1 inch. Any part of fence(including post,top rails, Fence is aligned and meets design and fabric)more than 1 foot out of design standards. alignment. Missing or loose tension wire. Tension wire in place and holding fabric. Deteriorated paint or Part or parts that have a rusting or scaling Structurally adequate posts or parts with a protective coating condition that has affected structural uniform protective coating. adequacy. Openings in fabric Openings in fabric are such that an 8-inch Fabric mesh openings within 50%of grid diameter ball could fit through. size. Page 8 of 13 Instrument Number: 20190620000732 Document:COV Rec: $111.00 Page-9 of 13 Record Date:6/20/2019 2:58 PM King County,WA I�tt). '�� tE3UND� (LPrMD��J�1PtN�rj , MAINTENANCE DEFECT OR CONDITIONS WHEN RESULTS EXPECTED WHEN COMPONENT PROBLEM MAINTENANCE IS NEEDED MAINTENANCE IS PERFORMED Site Trash and debris Any trash and debris which exceed 1 cubic Trash and debris cleared from site. foot per 1,000 square feet(this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general,there should be no visual evidence of dumping. Noxious weeds Any noxious or nuisance vegetation which Noxious and nuisance vegetation removed may constitute a hazard to City personnel according to applicable regulations. No or the public. danger of noxious vegetation where City personnel or the public might normally be. Contaminants and Any evidence of contaminants or pollution Materials removed and disposed of pollution such as oil,gasoline,concrete slurries or according to applicable regulations.Source paint. control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Excessive growth of Grass or groundcover exceeds 18 inches Grass or groundcover mowed to a height grass/groundcover in height. no greater than 6 inches. Trees and Shrubs Hazard tree identified Any tree or limb of a tree identified as No hazard trees in facility. having a potential to fall and cause property damage or threaten human life.A hazard tree identified by a qualified arborist must be removed as soon as possible. Damaged tree or Limbs or parts of trees or shrubs that are Trees and shrubs with less than 5%of total shrub identified split or broken which affect more than 25% foliage with split or broken limbs. of the total foliage of the tree or shrub. Trees or shrubs that have been blown No blown down vegetation or knocked over down or knocked over. vegetation.Trees or shrubs free of injury. Trees or shrubs which are not adequately Tree or shrub in place and adequately supported or are leaning over,causing supported;dead or diseased trees exposure of the roots. removed. Page 9 of 13 Instrument Number: 20190620000732 Document:COV Rec: $111.00 Page-10 of 13 Record Date:6/20/2019 2:58 PM King County,WA MAINTENANCE INSTRUCTIONS FOR PERMEABLE PAVEMENT (NON-VEGETATED) Your property contains an on-site BMP (best management practice) called"perineable paveme�t," which was installed to minimize the stormwater quantity and quality impacts of some or all of the paved surfaces on your property. Permeable pavements reduce the amount of rainfall that becomes runoff by allowing water to seep through the pavement into a free-draining gravel or sand bed,where it can be infiltrated into the ground. "1'his on-site BMY shall be maintained per Appendix A of the City of Renton's Surface Water Design Manual. Permeable Pavements The type(s) of permeable pavement used on your property is (CHECK THE BOX(ES)THAT APPLY): �l Porous concrete ❑ Porous asphalt ❑ Permeable pavers ❑ Modular grid pavement MAINTENANCE RESTRICTIONS The area covered by permeable pavement as depicted by the site plan and design details must be maintaincd as permeable pavement and may not be changcd without written approval from the City of Renton or through a future development permit from the City of Renton. INSPECTION FREQUENCY AND MAINTENANCE GUIDELINES • Permeable pavements must be inspected after one major storm each year to make sure it is working properly. More frequent inspection is recommended. • Prolonged ponding or standing water on the pavement surface is a sign that the system is defective and may need to be replaced. If this occurs, contact the pavement installer or the City of Renton for further instructions. • A typical permeable pavement system has a life expectancy of approximately 25 years. To help extend the useful life of the system,the surface of the permeable pavement should be kept clean, stable and free of leaves, debris, and sediinent through regular sweeping or vacuuin sweeping. Aggregate fill in modular grid pavement may need periodic surface replenishment. • The owner is responsible for the repair of all ruts, deformation, and/or broken paving grids or pavers. • Modular grid pavement and permeable pavers filled with gravel or with gravel in the joints may need to be refilled periodically. Page 10 of 13 Instrument Number: 20190620000732 Document:COV Rec: $111.00 Page-11 of 13 Record Date:6/20/2019 2:58 PM King County,WA MAINTENANCE INSTRUCTIONS FOR FULL INFILTRATION Your property contains an on-site BMP (best management practice) called"full infiltration,"which was installed to mitigate the stormwater quantity and quality impacts of some or all of the impervious surfaces on your property. Full infiltration is a method of soaking runoff from impervious area(such as paved areas and roofs) into the ground. If properly installed and maintained per Appendix A of the City of Renton's Surface Water Design Manual, full infiltration can inanage runoff so that a inajority of precipitation events are absorbed. In�ltration devices, such as gravel filled trenches, drywells, and ground surface depressions, facilitate this process by putting runotf in direct contact with the soil and holding the runotf long enough to soak most of it into the ground. To be successful,the soil condition around the infiltration device must be reliably able to soak water into the ground for a reasonable number of years. lnfiltration Devices The infltration devices used on your property include the following as indicated on the site plan(CHECK THE BOX(ES) THAT APPLY): �gravel filled trenches, ❑drywells, ❑ground surface depressions. MAINTENANCE RESTRICTIONS The size,placement, and composition of these devices as depicted by the site plan and design details must be maintained and may not be changed without written approval from the City of Renton or through a future development permit from the City of Renton. INSPECTION FREQUENCY AND MAINTENANCE GUIDELINES • Infiltration devices must be inspected annually and after maj or storm events to identify and repair any physical defects. • Maintenance and operation of the system should focus on ensuring the system's viability by preventing sediment-laden flows from entering the device. Excessive sedimentation will result in a plugged or non-functioning facility. • If the infiltration device has a catch basin, sediment accumulation must be removed on a yearly basis or more frequently if necessary. • Prolonged ponding around or atop a device may indicate a plugged facility. If the device becomes plugged,it must be replaced. • Keeping the areas that drain to infiltration devices well swept and clean will enhance the longevity of these devices. • For roofs, frequent cleaning of gutters will reduce sediment loads to these devices. Page 11 of 13 Instrument Number: 20190620000732 Document:COV Rec: $111.00 Page-12 of 13 Record Date:6/20/2019 2:58 PM King County,WA TYFTCAL FUY,L INFILTRP�TTU�T APPI.ICATIIJNS 4"RIGID OR 6" Cd SUMF'w/SOLIIJ LIIJ �ROOF DRhIN FLEXIBLE PERFORATED � ___PIPE___ __________ __________, � � , _\ i i i i i ` __- �_______________________________ _' INFILTRATION TRENCH PLAN VIEW NTS TRENCH SETBACK FROM ROOF DRAIN BUILDING AS REQUIRED, 15'MIN. OVERFLOW SPLhSH BLOCK 4"RIGID OR 6"FLEXIBLE PERFORATED PIPE �— A � �,�,��,�� — — — 7i�T��<�i��<��!<:�! — — �� — s;. i,i,i,i,i,, — � . ,. ... , ,;, — -- 6,. ` � �E�E� � 1'MIN. �Z^ t � WASHED ROCK 1 z'-a' 1'MIN. i �. � "�,. �A VARIES______.�.�...�:.�W�..i�"' � SETBACK FROM BUILDING FINE MESH 5'MIN. SECTION VIEW SCREEN �,g gUMP w/SOLIo Llo NTS �COMF'ACI tIJ dACKhILL FILTER FABRIC Br\\/ '^" l/\\\///o �r ( ' t �� 24"� �' � ( �,`:,. � � - 4"RIGID OR 6"FLEXIBLE � �Z^ /� ;�t � �� PERFORATED PIPE FROM ROOF� �� yx , 1z'-;'WASHED ROCK MIN.1'ABOVE SEASONAL ��<�� yl HIGH GROUNDWATER Z4 IABLE,SEE SECTION C222 � SECTION A crzass � NTS MNRK CFNTFR(JF H(JI F i VERFLO� ROOFDOWNSPOUT WITH1"CAPPEDPVC /��/ �'��/�� OH OTHEH MEANS �� 6••MIN. " ` \\.\�\/\/\/\"/\ OVERFLOW FIIISHWITHSIIRFNCF �\��\��/�/��/��/�� 3/4"TO 1-1/2"--�� I HOUSE �SPLASH6LOCK TOPSOIL WASHEDDRAIN ��%� "IS��MIN. - ————— �ldiJylduli�Gllih�l,lnWn d�lnli� r+iW,A�L1n ROCK %�// � _———————— ': 1'MIN. �// . ---- MIN.1'ABOVE 15'MIN.AS F�ow ——— - REQUIRED, SEASONALHIGH smw.sersncK �MiN.4•oiA. � GROUNDWATER I Z�MIN. � SEEC22.3 FROM 6UILDING~I pVC PIPE FINE MESH SCREEN TABLE,SEE I 481NCH DIAMETER VARIES SECTION C.2.2.2 SIDESOFHOLE� HOLEFILLEDWITH . X-SECTION CATCH BASIN LINED W ITH 1}"-3"WASHED NTS (VARDDRAIN) FILTERFABRIC DRAINROCK 15'MIN.AS REQUIRED,SEE SECTION C.2.2.3 FI LTE R STRI P MiN.r naove ses.soNn� SEE SECTIONS "��" GRASS 6.3.4&6.3.5 SECTION G�sEE sEcnoN c.zz2 � � Nrs � � - DRNEWAY OVERRO� �� / � //�//�/� I�` / /�A/�AA/�AA�AA�AA�AA• � aooF � ��A��AA�AA�AA��AA�� 6��MIN. ��AA��AA��AA��AAl�AA��AA!�AA��AA/. oownsaouT ��A��l��lV��1.��1.'�'�/'/ ��/��/��/��/�/%�ii �� !��/�j�i��/��'� House °H°""HS1N 3/4"TO 1-1/2"��j�% �raRo oaain� �`�- . WASHED DRAIN //�/// 18"MIN. � ROCK \�j/ NOTE: F�ow ��"=,; , �� SEE C223 FOR oowNsaouT �'== MIN.1'ABOVE TRENCH LENGTHS, 0 SEASONAL HIGH TRENCH SPACING AND �e'"c" GROUNDWATER 2'MIN. SITE LIMITATIONS �ts�wns Eo� TABLE,SEE PLAN VIEW SECTION C222 Nrs '—�" X-SECTION NTS Page12of13 Instrument Number: 20190620000732 Document:COV Rec: $111.00 Page-13 of 13 Record Date:6/20/2019 2:58 PM King County,WA Exhibit C — Legal Description THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST ONE ACRE THEREOF; AND EXCEPT THE SOUTH 430 FEET OF THE EAST 200 FEET OF TNAT PORTION THEREOF LYING WEST OF SAID EAST ONE ACRE; AND EXCEPT THE NORTH 125 FEET OF THE SOUTH 280 FEET OF THE WEST 155 FEET THEREOF; AND EXCEPT THE WEST 30 FEET THEREOF; AND EXCEPT THE SOUTH 30 FEET THEREOF FOR ROADS; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 8106010654. � Page 13 of 13