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Home My WebLink AboutRC 20191118001837 Instrument Number: 20191118001837 Document:COV Rec: $109.50 Page-1 of 7 Record Date:ll/18/2019 4:24 PM Electronically Recorded King County,WA Return Address: City Clerk's Office City of Renton �055 S Grady Way Renton,WA 98057 DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANrE OF DRAINAGE FACILITIES AND ON-SITE BMPS Grantor: Quadrant Corporation Grantee: City of Renton, a Washin�ton municipal corporation Legal Description: Lot 9 of Lakeview Crest Subdivision Records of King County, Washington, Recording No. 20190705000120 Vol. 289 Page: 19 Assessor's Tax Parcel ID#: 414480-0090 IN CONSIDERATION of the appl'oved Clty of Renton (checkoneofthefo/lowing) ❑✓ Residential Building Permit �Commercial Building Permit ❑Clearing and Grading Permit ❑Civil Construction or Utility Permit for Permit(s)B19004508 (construction/auildiny/utilityPermit#)relating to the real property ("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 R-3934 (project Plan#) on file with the City of Renton and submitted to the City of Renton for the review and approval of permit(s) U16006676 (Construction/euilding/UtilityPermit#J.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. Qrainage 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 8 Instrument Number: 20191118001837 Document:COV Rec: $109.50 Page-2 of 7 Record Date:ll/18/2019 4:24 PM King County,WA treat stormwater on the Property. On-site BMPs include dispersion and infiltration devices, bioretention, permeable pavements, rainwater harvesting systems, tree retention credit, reduced impervious surface footprint,vegetated roofs and other measures designed to mimic pre-developed hydrology and minimize stormwater runoff on the Property. 2. Ciiy oT Renion shall have ihe righi io ingress and egress over ihose poriions or ihe Properiy necessary to perform inspections of the stormwater facilities and BMPs and conduct maintenance activitiet specified in this Declaration of Covenant and in accordance with the �enton Municipal Code. City of�enton shall provide at least thirty(30) days' written notice to the Owners that entry on the Property i�planned for the inspection of drainage facilities.After the thirty(30) days,the Owners shall allow the City of P.enton to enter for the sole purpose of inspecting drainage facilities. In lieu of intpection by the City,the Owners may elect to engage a licensed civil engineer registered in the state of Wathington 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 Owners shall provide written notice to the City of�enton within fiif�een (i5)days of receivin,g the City's notice o�'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 the City of Renton. If the report is not provided in a timely manner as specified above,the City of Renton may inspect the drainage facilities without further notice. 3. If City of 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 required to be done to any of the drainage facilities, City of Renton shall notify the Owners of the specific maintenance, repair, restoration, and/or mitigation work ("Work") required pursuant to the Renton Municipal Code. The City shall also set a reasonable deadline for the Owners to complete the Work, or to provide an engineer's report that verifies completion of the Work. After the deadline has passed, the Owners shall allow the City access to re-inspect the drainage facilities unless an engineer's report has been provided verifying completion of the Work. If the Work is not completed within the time frame set by the City, the City may 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 such 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 immediately. 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 responsibility shall include reimbursement to the City within thirty(30)days of the receipt of the invoice for any such Work performed. Overdue payments will require payment of interest at the maximum legal 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 drainage facilities referenced in this Declaration of Covenant. Page 2 of $ Instrument Number: 20191118001837 Document:COV Rec: $109.50 Page-3 of 7 Record Date:ll/18/2019 4:24 PM King County,WA fa. Any r�c�fiice a�r ecsr�sent rec{�ired�c� be g'rver� c�r athervsrise prc�vided for by the provisians of this Agreemer�t shall be�ff�ctive u�c�n persc�naf d�livery,ar three�3�days aft�r maifin�by Certified IVdail, r�turn receipt r�quested. T, With r��ard tv the m�tt�rs adefr�s�ed her�in,this agr�em�nfi cc�nstittat�s the entire a�reem�nt betw��n the partie�, �nd sup�rsedes ��I pric�r d€scussic�r�s, n��c��iakicr�rs, �r�d �II a�r��m�nts wh�tsaev�r v�rh�th�er c�r�i e�r written. 8. This [7�cfaration e�f Ccrvenasnt is ir�tendee� te► prertect th� �afue and des��bility and prc�mc�te efficient and effectiv� m�nager�er�t o�sur�ace �rvater drainage c�f the re�l prc�pertr/ described abr�ve, and shafl i�ure tc►fihe b�ne�it caf aCl the citi�ens af th�City af R�ntcrn anc� �ts successars �nd asse�ns. Tk�is C�ecCar�ti+an crf �c�v��tan# sl��Il run v+tith th� land and be birrc�in� upcan �r�anCor(sl, and Gr�n�car`s(s`�s�,c�essor�s i�r int�r�st,and assi�r�s. 9, This C��claratEc�n a��crvenarrt may �e terminated by �ex�c�ut€on of a writt�n agreement by th� �wners and the�'tt}r that is rece�rded by Kir�g�aunty irr its real property recc�rds. IN V1JfTIV�SS 1NHEf2EQF, this [�eclara�ticsn af Cerv�r�ant f«�r the lr�specfiion a�nd Maint�nanc� af Drain�ge Faeilities is�xecuted tFris ., , �, d�y af , '�'��_``t ,�_________, 2Q ��'� �� .�� GRANTCIRf owner af the Prc�perty � �R,ANTC7�, own�r of th�F"rcrperty �TA7°�bF WASHI�fCT(�N } C�?UNTY i�F ��NC� js�. t7n fih�is day persc�nally app�ar��d befor� rrre: �._��"��'�� "�.�� ..�...�_.._..a_._.� to me [�nown te� k�e the individualgs) ciescribed in and wha executed the w�aithin and foregaing instru�aenC �nc�acknaw4eclged th�t they signed th�same�s the�r�re�e and vcaluntary act arrcf de�d,fa�r the uses�nd purpc�s�s th�rein sta�ked. C;iven unr�er m}r hanc!�nd c►f€icial seak th'rs,��"�da��f��a.�.fi , �[?�� _ �„�......�.. �:'�� '��t, G�.�.�z:'` ,�.�.. ��,��,�,�»�aS�1��t�� .. �*� �,a��`� �� «��a,.. �• �"��,"�'� �� °�'��9�� " _.._._.._.._ "" ._._.. � �" Xar,�� +�� I'It"1"��C� �I�t"Cl�' � a��'��"� �'� � F�at��yr f�ublic in�nci fi�r the St��e caf � � � �" ° �� W'ashi��tcan, residing at � � �� ' ��,. ��° �.�gp'�.,��"�_�,,�� a��u��`�� ,: �� °4��"��` NCy app�c�irttm�n�ex��res �,�� .�.� � � �t��ittt��'�'�"��" � Pa�e�of� Instrument Number: 20191118001837 Document:COV Rec: $109.50 Page-4 of 7 Record Date:ll/18/2019 4:24 PM King County,WA EXHIBIT A - ON-SITE BMP SITE PLAN TOTAL LOT/SITE AREA: 7,670 SF PERMIT #: B19004508 ADDRESS: 3950 Wells Ave N PARCEL NUMBER: 414480-0090 NEW/REPLACED IMPERV.AREA: 2734 SF MAX. IMPERV.SURFACE ALLOWED: 4,218.5 SF ON-SITE BMP(S) USED: Drywell for limited filtration, perforated pipe connection 86� ��' �` � �` N 1°51'41"E 65.00' 94 ��- ' aa aa= aa `�' � Lot Size 7670 SF ___._._ 5' Storm � - - o i Roof Overhang 1866 SF _ESMT .. I �— RD — 5.,, Ro — R� � � Paved Areas 868 SF - � o � I ; Total Impervious 2734 SF �i'� j � Impervious 36 � M � aa — aa — aa , <:i 1 �ri � o o, I � � ----- � I o � 29� � ��2�� ; Lot Size 7670 SF i� - __� i 25 Rear Setback t i Footprint 1614 SF � I� i A � Uncovered Patio 100 SF�_ q � Porch/Balcony 171 SF � q - --- o � � � a � � i Total Coverage 1785 SF �itJ- o�o �o ' I � AC Pad 9 5F � ' Lot Coverage 23 � I q.�� u _ _ � __ Z � � �. r...__,—— .__.. .. —= tl i -- � �_--� ' II o i_ RENTON SHORT PLAT - __. t�l__._ v �, " i 35� ' i � i o RECORDING # 20190705000120 o i II� + i VOL. 289 PG. 19 a �I i � I� PROPOSED I,IY 1 �� LAKEVIEW CREST LOT 9 �N °' Q I � N �'I ROOF-1866 SF ��I��i I � I n �s 35� X 53�-4" � � ^I i � I � _ 1614 SF i � i= NOTES v� � a� ---.._ � I — i N 1.The limita of detmg and � r , o I_"_ Q - I I �- ---- " � N � �ng ae ihe lot I'nes. � _ — I II� �� 2 No existing buidings a � � I •— i 0 21 2 1 � ��cn o .a°ao �St�,�u�(�iy�� Z � �j \�• 1�� Z !r� 000atrustian). / � � _ � _ �_ > 7E> �-a o o i ;.� '� -- i � _ �• f _ _ �I � � Q � � �� i� ..,., � JF� Downspout (typ.) i c� �o I �,,i o i ---7�( � ........_ v - — ---- _ �r t�' --_ .� i T�. Ji p , Porch 9 I ! I � ' � Tightline (typ.)- Footin drain ,bas n � i � , �Ul�dlfl �I �'� -i --,7O 7� -- 9 � � I � ; 3 sF Envelo_e— i' o , Roof Overhang see std plan � � f ;; � Footing Drain (typ.)---- _ .s3.4- . , �I , , IE:6 .0 � � ; �� —. _m.._ i 2Xio' Tr cn ,�` ;;; ......._ --- - ' Fron Setba � o � __------- ..___._ �g" III wa S`�� i 7� Perfor ted � � ; `}' � � �8� ' ; 5� Storm Pipe_(D tai ��i " � � � ' ESMT .2C) � \' o� � �2% o � i I � � �s� � °° 10' E T � �torm � � - - - - �. ��_ — — ' O- 8'�la. Drywell �a a a I a`�-- l o s' ae�tn �6� \ 2'-5 1�2„ f� ��3 detai C. .2:�-- Fi� ,- .�_8_�. ,-- -� --_fi�`3 ,,�,, �,,�' , idewalk 1°5�1"E 0.30' � Silt Fence _. ._ f, ___ --- _ _.._ ,,r Concrete / � _... 68' — - -� ,,�� "�� '� rive 629 SF � P . .. ___'_e__'__.�_..-`____�___"__'_' '_ .. h�'~�-- Wells Ave N - - - 58'-1 1/2" �}' LAKEVIEW CREST - LOT 9 Z SECTION/TOW NSHIP/RANGE:32-24N-5E c,�cy�,�� , APPROVED BY: SCALE: 1"=20' �� `` �, � �`�� ..� �� .,�� ;��"�� ,W� TITLE: DATE: Instrument Number: 20191118001837 Document:COV Rec: $109.50 Page-5 of 7 Record Date:ll/18/2019 4:24 PM King County,WA EXHIBIT B Maintenance Details DRYWELLS FOR LIMITED INFILTRATION (C.2.3.4) Drywells for Limited Infiltration Your property contains a stormwater management flow control BMP (best management practice) called "limited infiltration," which was installed to mitigate the stormwater quantity and quality impacts of some or all of the impervious surfaces on your property. Limited infiltration is a method of soaking runoff from impervious area (such as paved areas and roofs) into the ground. Infiltration devices, such as gravel filled trenches, drywells, and ground surface depressions, facilitate this process by putting runoff in direct contact with the soil and holding the runoff long enough to soak most of it into the ground. To be successful, the soil condition around the infiltration devise must be able to soak water into the ground for a reasonable number of years. The infiltration devices used on your property include the following as indicated on the flow control BMP site plan: ❑ gravel filled trenches, � drywells. The size, placement, and composition of these devices as depicted by the flow control BMP site plan and design details must be maintained and may not be changed without written approval either from the City of Renton or through a future development permit from the City of Renton. Infiltration devices must be inspected annually and after major 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. Instrument Number: 20191118001837 Document:COV Rec: $109.50 Page-6 of 7 Record Date:ll/18/2019 4:24 PM King County,WA PERFORATED PIPE CONNECTION (C.2.11) Your property contains a stormwater management flow control BMP (best management practice) called a "perforated pipe connection," which was installed to reduce the stormwater runoff impacts of some or all of the impervious surface on your property. A perforated pipe connection is a length of drainage conveyance pipe with holes in the bottom, designed to "leak" runoff, conveyed by the pipe, into a gravel filled trench where it can be soaked into the surrounding soil. The connection is intended to provide opportunity for infiltration of any runoff that is being conveyed from an impervious surface (usually a roof) to a local drainage system such as a ditch or roadway pipe system. 1. The size and composition of the perforated pipe connection as depicted by the flow control BMP site plan, Exhibit B, must be maintained and may not be changed without written approval either from the City of Renton or through a future development permit from the City of Renton. 2. The soil overtop of the perforated portion of the system must not be compacted or covered with impervious materials. Instrument Number: 20191118001837 Document:COV Rec: $109.50 Page-7 of 7 Record Date:ll/18/2019 4:24 PM King County,WA CONFIGURATIOPI ON SLOPING GROUND �� ,�., �.�.,. �� .. �rz �. �:.,�., � � � ��m�� ,.�.�.� .�, �..�. �.�.�,. �wa �I DOWNSPOUT WITH CLEANOUT FILTER,SEE DETAIL q CLEANQUT PER STD.PLAN 226.00 IX i.._._. ._,., _..._. .,._,. .,...._ ...._.. _..._.� ,,.. � ....__. __ _..,.,. „_ _. ._ . _.,.,., -µ- 10'MIN.LEVELTRENGHWITH ... ul . PERFORATED PIPE,SEE NOTE 1 � _. , ..,_ _ .,,_. . . 5� � II . .,... _ �., � MIN. �,. P ... .._ _ ,_.. � _,. .,.,_., ............� ..„ _.__,�_... .�....,�... �ry ____�._-M5N _—_.____--7 � „ I �.� I I� � _ __ . .. ._ � µ. � i 4 Ib _. . � _ ..__ �I .. � � I� _ _ _. � . .. a a . � ��g ..�..... .. .._ N�� STDAPLOAN 1?.fi 0� Ip W �. TO STORM DRAIN SYSTflM � ._ . . �: � �,:»� � � � �.,� �, .�, �.,,.� FOOTING�DRAINBy �., .� .� .��., .�...,. �,,.:,, �,...,, .�, .�,�., ..»�. .m.... .... .......� w...�.. .o�„ ..,.,.�,..,..8 _"' .._ .,�_._... .. ...mm I ...._. _ . � t_. _ PASS �' � �-...�...~ -� �-- � ��.� � MSN. M�N.� CLEANOUT PER IR . -�-- -�� - �-�-.�.�. STD.PLAN 226.00 Ip ._.. g ..� �,...... . , , �._._ _........ ...._ �W ..._ _..� ._. .__ ....� ..._. Ip ITO STORM DRAIN SYSTEM � � Fl�L ER,SOEE DETAILGLEANGUT ' 10'MIN.LEVEL TRENCH WITH I� PERFORATED PIPE,SEE NOTE 1 � �� .� �. � �� .� �� .�� CONFIGURATION ON FLAT GRpWND PLAN VIEW OF PARCEL COMPACTED TOPSOIL OR OTHER CLEAN FILL / �� NON-WO\/FN GFOTFXTILE FOR SEPARATION 6"MIN.PVC "Y ON TpP AND SIDES qF TRENCH PER WSDOT PFRFORATFD PIPE SPECIFICATIONS SECTION 9-33.2(1)TABLE 3 PER ASTM D1785 �.- � SOLIDSI ___.. �� ... 6 MIN'�� ,., �_ -�,..,., � � LEAVES �� \V�1,4 .A\��t�. �— � )-� );-� J � � '�'� ,��"�"" FILTER SCREEN 18"MIN �� "�`"�� {'��7�'�' 1 1l2"-3/4"WASHED � \`�.� �p��)C,,""�'S„� ..�.�4�,..t;`t�,-( DRAIN ROCK � �r��—�� .;,� 2'-5'TO i �� a�.� �( �,,,� 4ROUND ...`1 ��,'i�C..;,.A��;'Cr..-�24"MIN.—� � UNDISTURBEDNATIVESOIL = TYPICAL DOWNSPOUT MIN.1'ABOVE SEASONAL HIGH FILTER DETAIL GROUNDWATERTABLE SECTIQN A NOTES: 1. iRENCH LENGTH i0 BE 10 FEE�f IN LENGTH FOR EVERV 5,000 SF OP CONTRIBUTWG IMPERVIOUS SURPACE,OR 35,000 SF OF NON-NATIVE PERVIOUS SURFACE,OR PORTION THEREOF. GENERAL NOTES: 1. INFILTRATION TRF_NCHES LIMITFD TO ROOF RIMOFF FROM SINGI..E-FAMILY OR DLIPLFX HOMES OR TO CONTROL. BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLpGY REGULATIONS FOR UNDERGROUND INJECTION CONTRO�PROGRAM(UIC)FOR OTNER TYPES OF RUNOFF MANAGEMENT. 2. IMPERVIOUS AREAS LAR6ER THAN 10,000 SF AND NON-NATIVE PERVIOUS AREAS LARGFR THAN 35,000 SF MAY REDUIRE LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL EPJGINEER. 3. THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICA�AREA BUFFER OR ON SLOPES STEEPER THAN 25%. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNlE55 OTHERWISE NOTED,DRAWING IS NpT TO SCALE(NTS) STD.PLAN-263.40 � Pu�uc woRKs PERFORATED STUB-OUT APPR ED: "� DEPARTMENT CONNECTION �az 9�z$�zp1$ � DATE