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HomeMy WebLinkAboutRC 20171002001768 • ] � •� � �II�[��II���I I�I�Il��i Ii��l I��I���ll���II��II��III���I�IIII�II���I II�I �a� �� �c��o�� ��� cr�v�r�Ar��r aec:�s�.oa y�o'rtv,/+�z}a+�/��j�sy:�s�sj a��a�/� �k�i'IV 4VLt!�i�YYM RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: CITY CLERK'S OFFICE CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 DECLARATION OF COVENANT FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS Grantor: Pohellg Siev Grantee: City of Renton Legal Description: AKERS FARMS #6 LOT 2 OF RENTON SHORT PLAT#LUA13-000576 REC#20160112900008 SD SP BEING LOCATED IN LOT 4 OF BLK 4 OF SD PLAT Additional Legal(s)on: Assessor's Tax Parcel ID#: 0088000244 IN CONSIDERATION of the approved City of Renton(check one of the following)�residential building permit, ❑ commercial building permit, ❑ clearing and grading permit, ❑ subdivision permit, or ❑ short subdivision permit far Application File No. LUA/SWP �j�� O�L���� relating to the real property("Property")described above,the Grantor(s),the owner(s)in fee of that Property,hereby ( I covenants(covenant)with City or Renton,a political subdivision 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 8 below with regard to the Property. Grantor(s)hereby grants(grant), covenants(covenant), and agrees(agree) as follows: 1. Grantor(s)or his/her(their)successors in interest and assigns("Owners")shall retain, uphold, and protect the stormwater management devices, features,pathways, limits,and restrictions,known as flow control best management practices('BMPs"), shown on the approved Flow Control BMP Site Plan for the Property attached hereto and incorporated herein as E�ibit A. 2. The Owners shall at their own cost,operate,maintain,and keep in good repair,the Property's BMPs as described in the approved Design and Maintenance Details for each BMP attached hereto and incorporated herein as Exhibit B. 3. City or Renton shall provide at least 30 days written notice to the Owners that entry on the Property is planned for the inspection of the BMPs. After the 30 days,the Owners shall allow the City of Renton to enter for the sole purpose of inspecting the BMPs. 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 BMPs and provide a written report describing their condition. If the engineer option is chosen,the Owners shall provide written notice to the City of Renton within fifteen days of receiving the City's notice of inspection. Within 30 days of giving this notice,the Owners,or the engineer on behalf of the Owners,shall provide the engineer's report to the City of Renton. If the report is not provided in a timely manner as specified above, the City of Renton may inspect the BMPs without further notice. 4. If the City determines from its inspection, or from an engineer's report provided in accordance with Paragraph 3,that maintenance,repair,restoration,and/or mitigation wark is required for the BMPs, The City shall notify the Owners of the specific maintenance, repair,restoration,and/ar mitigation work (Work)required under RMC 4-6-030. The City shall also set a reasonable deadline far completing the Work or providing an engineer's report that verifies completion of the Work. After the deadline has f � passed,the Owners shall allow the City access to re-inspect the BMPs unless an engineer's report has been provided verifying completion of the Work. If the work is not completed properly within the time frame set by the City,the City may initiate an enforcement action. Failure to properly maintain the BMPs is a violation of RMC 4-6-030 and may subject the Owners to enforcement under the RMC 1-3, including fines and penalties. 5. Apart from performing routine landscape maintenance,the Owners are hereby required to obtain written approval from the City or Renton before performing any alterations ar modifications to the BMPs. 6. Any notice or approval required to be given by one party to the other under the provisions of this Declaration of Covenant shall be effective upon personal delivery to the other party, or after three(3) days from the date that the notice ar approval is mailed with delivery confirmation to the current address on record with each Party. The parties shall notify each other of any change to their addresses. 7. This Declaration of Covenant is intended to promote the efficient and effective management of surface water drainage on the Property,and it 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. 8. This Declaration of Covenant may be terminated by execution of a written agreement by the Owners and the City of Renton that is recorded by King County in its real property records. IN WITNESS WHEREOF,this Declaration of Covenant for the Maintenance and Inspection of Flow Control BMPs is executed this �3 day of MAY 2017 .--�'`� Poheng Siev � �� GRANTOR, owner of the Prope Saovey Siev , GRANTOR, owner of the Prop STATE OF WASHINGTON ) COUNTY OF KING )ss. On this day personally appeared before me: QOYiP�,O�� iGU, �OI�JV✓t�� ��� ,to me known to be the individual(s)described in and who ecute the within and regoing 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 ��J da ,20 �� . ��������������,,,,�� �� --, ,,,•���H E R y% , � ,• � �, ;,•`�;��,Ss�oa F�:•..G ''-, n, � '�aj.•'.`'� NOTARy�`�w c� Printed name _._ 'N � Notary Public in and for the State of Washington, ;N': p�g��� :�_: residing at ' �'�` •'O `�,�'��•:'?�zsno�°, � ,, -.,, •• ....... •'�C��o'' �Q.v�Or� — �� .,,��OF WASN���,,. . ����""""'"���, My appointment expires (Z��G)�� ` �� ` ��� . . . . .. . . � �diiYte�t' C�.��rv( � , ..,...��..,..�..,.-,.,.,. �"' i 5�r�c.��- � � -. � �,._._..�....,..r. (�� k.1.�►�, �.--�-� � . t � j` j . �"�D. �,, r��,j„�y�,� ._... ._._.. . � � � •� D �24D� / 'tkS r ��qurr��► ..... . . .. } , � 5 � ��� � � � � 1� .� �, � ���� ° ' C� d ��d � �5f�t�� �1 / i �a�� `� ��`w �� 33�I��F S'�I�, � � �+�" � ° �: ��> �, 3�r�� , � v� --� . � �„�r,�,� �t�r �lr�ire�- ��,�� ��s� .1.Mp��-v���.� r � �o�� � � "'� � �e���ri° " �'�y g ���� ; 73� 5F t � �� � � �a�.� � � .� �t1�C� � �--t i� t�t[ � ���0 3GAR,�R�AA�� � z _ ; - � v° ; � � �� �s � � �s � � 'i - � .�,.. , �,,,�,�,�� � , �`�} ,�`�j `��: - �` �fD ����. �,(�� ,�--- ��, y� � �- � �t..�.; � ; FP � � "�` �t �1�� � 'o P�-� 'Dt-��t . • ��+` ,��,... � ..,. ...,,,.,.�. � .^ � w ,— . �p�Cou�n�"E �iev" �o��r� � , �' � ;Z� 1� ��v�l ►rc�r.c:l� � . �--b7$ � R3O,2 ' ``� �� � �j P�t:r.� �P���. -r� �p . t- � a� ����r�i� ���o�t3ta�2��1 c��� �• . � .�a�.,� \��� �� �F ��: 1��-�` 11��'A+�.� - �o v� � �. 1��i�r-'`' �.�,r�'-..,_,�....� ,�p� i:J�, � °��a � � � zo i�o�i a��������a l�C3CAT�I?N G4T 4 0�"HLK�4 SD PLAT �� �~Z`�"Tr,23.��' � , , EXHIBIT B C:.2.4.��VIAI�7'E:"����CE II'�STRti+CTi()?�d� �'CJ12 k3�,�IC l)I�F.E��ION Ift��e�iasic c�ispersicrn t1o��r cc�ntro�BV[P is�rc��o5ed for a proje�t,the f��lc���in�;maint�nazace ar�c�c��er�.tic�n instructic�ns a�nust�e r�cc�rcic�d as an attachm�;nt tc�the requir�d decl�ratic}za c�f cc�venant and brarit c�f e�sert�e.nt }�er Kec�uir�:.ment 3 c�f Sectic�n �.1.3.:s (�S. C-1�). Tl�e i�ztent�af th�s�i.nstruct�ons i�tc� �:xplair�tcs futu.r.e�.ra��rty c�����.ers;th.e�ur�c:�se c�fihe F3'v'�F'�.n�i hc��v it m�st 1��znai�ra.inec�and operated.Tl��sc i�structic�ns are inter�c�ed tc7 be t�rniz�irnum.; I�1�F..;S z��ay re:c�l�.�re add�tic�n�i instruct�c�nns�ased an sitespec�fic conditzons. 1llso, as the Cc�uxaty �a�n5 n�ore expe;rience wit�the nlaintez�an4�. anc�aperatiac�oftl�es�; B4�I's. fi�tut°e u�dates tc���e instr�x�:tic�ns��i11 be pi�stec�o�� I�zn�Cc�unty°`s�uz•t'a�e �v'aier I)esi�n Manual w�e�srt�. 17 I��vers�sl.���e sicieualk is c��z�.that sIc>pes ar�ay frc�sn rat�er�han c�nt�the roadw7ay it ak�ut� �s ruq�rired by Ca�i�nty rca��� stand.axds. �f this technique is prc�pc�secl�•ithin Cc�unty ri�l�t-of-u°av,a Roac�Variance��-i11 be rec�uirez� fc�r�ts t�se, C.2.�BAS�.0 I)I�SPFR�[C�I�2009 �ur�`�c�ti�afier Desi�n:'v�a�ual—:�ppentti�� 1 i4l2{�09 t�- 55 TI�.�'[ {��'[NST.R[.rC'�IO'VS F(?R ASI� ISP��2�I N �i'our prc�perty cc�r�tains a starm��°ater m�na�;eanent flc�w co��trc�l I3��P�best man.a;erna»t practice)cali�d "basic dispersiun," wl�ich`�as installed ta miti�ate the st�rn3ti�•a�er c�uantity�u�ci yuality i�npacts of:�c�zr�e c�r all «f`tl��ir�a�ervic���s surfaces flr nc�n-t�ati�.Te�ervic.��s s�rfaces c��y��a�xr prc��ert;v. Basic �is��rsio� is a str�t�;�yj �'�ar u2ilir�zx��z�yr avail�b�c;capac�ty�f onsite ve�etate� a��eas to retain, absorb,and�tilter th�zurac��f frc�rs��e�r��o��d�urf�ces. T`l�is:�Ic��v eontrc�i BAVIP ha�two�srimary ccampc�nents th�t rrmust be mai�ta�ned: t.l)the c�evi.ce�t�at�i.sper�e runofl':[�°�zz�tl��.cievelc�ped. surf�ces and {?}t��e ve�etated �rea c�vcr which ��r�xc�ff is c�isp�;rsec�. Dispers�c�.z��Devic:es Tl�e dis�ser�zc�n d�:vices used ran��r��,t�x€�p�rty��cl�.ide the fr�llt�win�as indicate�on the 11caw contrc�I. BM�' site pla�l: ��lasl�blacks, roc;k�ac�s, gr�.v�l fzilec�tre�ac;hes, s�cet f1c�w. fihe size, plac�eznent,campc�sition,a�d dc�wnstrears.� �7o�pa���s nf t�.�.ese �ev.�c:es�s de��ctc;d.by t�e E�c��� cc�ntrc�l I3�VfP s�t�;p�an a��d��si����etazls musi be�naintarned and �nav r��t�e cl�a�g�ci uTithau� ��rritten apprs��ra1 either�rc�z�t�e King Coa:�nty��=ater ar�d I�and Rescaurcc;:�I�ivisic�n or thr�u�l�a fut�are dei�elopme��t perm�t frcan�I�ing C't�i�nty°. L?is�er�ic���devic�s must t�e ins�ected annuall� and after maj�r stc�rm events to i�entifyT ar�d r�.pair any pl��°sical defects. tU1�.en naiive :�c�i1 is expc�sed vr erc�siun c�aa��nels are�resent, the s��rrc�s c�f the e;rc�sio����r cc�nc��trated fl�wr neeii lc� be iden�ifir;d and rniti�,ated. C,onie�ztr��teel fls�w�:�n b�miti�at�ci by�le�:reiing the ecl�e c�f the pervi��s area�r�d:or reali�ning c�r xepler3ishi���ti��rc�cl�s in thc�ispersion cievic;e, s�ch as in rt�ck �a�cis an.� �ra��e.i :fal.l.�c� tre��;.hes. �%'e�etb�ted Flor�;�s�ths Tlac �e�;�����.d are� c�ver`v�ri.�:h runc�f�'.is dispersed mus�be maintained in �c�o� conc�itic�n f.ree c�f bare s��tis and t;httr�zc,��c���s tlaat�vvuld �;t7llt:e%lli'<l�f,' .��t3Vv'S. C,2.�1 PE�2F�]►�ATE113 PIPF C�NNECrTit)I�Perfc�ra�c;d pi���:c��nectic��ls are inten�ed ia con��ey c�ncentrated re�c�f'f frt�zn zr�zp�z-�ious su.rfaces�u���ai1y r�c�fz-unofit) c�irectiv to � ic�cal ci��aina�e syatezn w}.��le�rc�vi�in�sc��ne i�i#iltr�tinn c�f tlaat rt�s�.off ir�.t�e�rc�ceas. The�j s�re rec�uir�:d fc�r any pipe c4nr�ection of roof dc�wnspouts to the local draina�e system re�ardl�ss c�:f tl�e exte�t �a��hich flo�v eontrot B1�IPs are req�zired c�r bexng �,as�d onsite. Perfarated pi�e cc�r�zlectirans��re 'r�iten�ed to presvide for st��ne in:fzltr�tion c�.a�rin�c�rier periods(late s�rin�;thrc�ugh earlyr f�ll.), whiLl�ma�hel�ci�mp�.n fi�ie fla5hin�.�;s c>f strcam flc���s in dcvcic���d area��nt3 provide same grc�unt�water r�.charge. D�a���tl�e��c:t���zz�ter mc�nths,l3owecTer,thi�I3:vIP Iik�Iy provides littl� c�r no t7ca��=curs:trc�I t���lefit�. `I�'l�cere�'ore,it is nc�t�,z°ed.itec���-ith xi�:it��atin�t�x��t im�ervious�a�rface� C.211,2�[A.II'�TENA:ti��: ��ti�'I'�tU+CTIt�'tiS T9'the perfc�r�.ted �i�� cc��nectic�n �104�-cc�ntral �:3MP is xequi.red:ft�r a p.rc�jec�t,t�e f«�lc�win�m�.�r�tenar�ce and a�erat.�on��st��rc:tic�ns n�u.�t be r�eorc�ed as aza �.ttacl�ment to th�r�c�uireci�ec:l�r4�tic�.n c�f cc�v�n��nt az�d�r�nt�f e�en�ent�er [�.ec����rement 3 c�f 5�ctic�n C',.1.3.3 (�. �;-1�). �`he intent t�f these ir�strt�ctic�ns i� �� exp.lai�tt� future prUperty awners,tl�e putpase of th�B1�P and hc����it must l�e maintaine� an� c�per�.ted. ' These zns�ructic�ns are i�te��ci�.ci t� l�e a mi�ai�n�m; DDES n�ay require�dditioixal i�stz�ctions t�asec�an site-s�ecific conditi�ans. �ls�, as t�a.e Cc�unty �ains mc�re ex��r�er�ce wiih tlze mai:r�tez3ance a,xaci operatic�n Qf these BNII'�, fi�tur.e up�at�s tn fhe ins�raxctit�n51�i1.I l�e�t�stecl c�n K.in�C'c�unty-'s S��rface Water L)esign Manual website. C'.2.11 �ET�F�RATED�'I�'E �f�NNECTIC)1'v�2009 Surf'ace Water D�sign�rlanual—Appea�dix C 1!9/20Q9 �-81 TE�T UF IIv�S'TRL�CTIt�1�IS Ycsuz prape;rk}�ct�.n:ta�n��,stc�rmwat�r znana��z�e�t�1c�r�v cantrol�I��.F (b�st rrrax�a�;c;ment��ractice}c�ll.ed a "per(:�xateti pipe cc7��a��ctzt�z�," ��vhic���as:i�►�;talled ta reducc;the 4torm�vater rt�nc�ff'zznpacts o f some c�r;�11 c�f the ��nper�,r�c��s surfac� c�n yr��r�rc�perty. a perforate��ip�co�lnection is a 1en�t��c�f c�raina�r; canvey�nce pipe with hcrles in t�ze bt�ttc�xn, desi�nec�tc� "I.eak" r�.o�o:t°k': coz�veye� l�y the pi�e, i��t�a�;.ravel fill.ed trer�c}a wl��,x�it can�a�. sc�aked into the �urroundin��c�ii. I'h�c�n�aectiozl i��nten�ed tc�prc�ti°zc�e uppnrtunit���c�r in#iltratit�n af any runaff���t i� bein��;c��1ti�e��ed fz�om an ir��er�ic��as surfacc (usual�y a rc�c�i� tc�a local drainag� system a�ch �s� c�itcl�.�r rc��dwa���i�e sy�tem. The��ze and compQsztzon of#��e �cr#�ratec�pipe co��nect.�c�t�as cie��ct��.�y t�� flc��,�°ct�n�ral�3?v1P �ate�lan anc���icsi�n details mu:�t 1�e maintainec�an� may nc�t be�:han��c� w�t�sc�ut wri�ten approval �ither frc�m th��i:n� Cc�unty Waier and Lan�Res�urce�Division.c�r il�rc�u�h a futt�re �.�e�PelQ�me�at��c�-��zit 1z�c�m Kin� Caunty. The soil overtc�p�f t�re perfc�rated port�ar�c>f the�ystegn mt�st nc�t be c�r��pa�:t��t c�r c.c���erecl v�•itl� inlpervious rn�terials. _ ______ . SECTiO�I C.2 FLCJ��CC}�'FRUL BMPs BIGURE C.2.�.B "i'YYF'iCAL GRA�4'EL.k?I,I:�;IJ DIS�ER.Sit3�t TItEEVCH�'t71i BA xIC DIfiP�RSiia�d � „ , � ���,i) ��(�veE outEei �J ,= ��� � �� � , �y r,� � -� ^ r; 3 � Q C}� � c;:1 a (' t� ..�_....,. � � v �'� 7 . rf�y�C. hk' tx 6"F� � � � `��t:, t w. f � g y p � t ., o�a -�-_.""` a�.. � q ry tk v Gj x �� [J p � � {�M�..�.w,.,.��4���4��U�4 Q'c t�i��t"�R . � V� ���� � ��«�y$If�Si{18 q n �at,aoC, dVG�`.^'�°:; �U� J�S{� . L�Ajl Re� �p�J A j �C �o U v"r.�'., -�'E2"_3J��isd86�tE3t,�iOC{S. C r.�. f,.``�o.� r nL?, :1` tau `.p_w r o°�'• � �; .. a c n uo a � �;, c � `� � h�Q(� a,w�4 DI'3t��,�,�.,i'" - : � r� 9 , R T%p �M .......�FM�RIO�E ' -^. . ����$����$s/a.�`���Si��M� ..�........._... ��� ......... &�C?j}£ ..... . smafi caEch basin or yard drain / : , 25-Faat V�gefated : . ' �lowpath Segment ^�TQ�sq.ft. ��img�te 10»foat trench� . �_ � Type�CB , >7�0 9q,Ft. 1' �mm � 25-Fcs�#Ve�efa�d '. � �i�s�pafih Segment ` g. i _:. ,_. I�faxe�num 50-foot trench�vtncstch ~ 6aard(see�igur�C,2.9.Ct,p.C-32} PL,.A V3� �F ��i�F ___ �T� .�.._. :l�3,'"2p�� ^�Et9 Ss��faee�7later Ztesign h�arr,sat-�����enc3is C: C`»�6 � / y' ♦ . . . . . ..... . . .. .. .. �,4aa�«r . . 3`[.lXL7Z11iL.�.A�..^# R-GA&A`Wi1a"lA�i`.e.&1C$l"i�A.l.l3Ys`�iE..AtLDiYFV%S.lS��A\R.YdE.fi't.[`�lYR.�AsI �i'stTi.BJ�iY+t..� f3P1t�Qfll�I�� �..e:� �,�,.ra- �ry€+,,L�\ .\,� A, . A•,.i `���Alfi'\41\�¢,t''+F�\�/ °B^ °°w° N �.,'\�����'f/���"�Ff��`%,,��,�`,'�\,��' fBIt�3"f��1('6C�.".".^^. t � iT LI O�.,� y� v A,� �^�p�i'i �(�� � ����I� -�¢�i�D A �(�a �p pa . . 1 ° v 4 v G � ,�' ' ^ 4 31a'_�l�a"auashed rock ? c7 ap C�aL74C a� :t'� { r�tz o t7 n ,�o n U� 6 O +7 O p � Q � ����,ao�pa c f��'a�a a I' ����ttlll7-----�[ � H l�"03 [,e N t . . Tw7�� 5�0��' -----•r � to road dreinage s�stem 2'X 1�' levei trench wfperf pipe ' �.. �'�� F ��� T Z(�t)9 Swfi'aa��Vater l�csi;a M.anrsat—�p�aendi�� Ua1�00�' t�-f#I