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Home My WebLink AboutRC 20200325000341 Instrument Number: 20200325000341 Document:COV Rec: $110.50 Page-1 of 8 Record Date:3/25/2020 8:29 AM Electronically Recorded King County, WA Return Address: City Clerk's Office City of Renton i055 S Grady Way Renton,WA 98057 DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANrE OF DRAINAGE FACILITIES AND ON-SITE f3MPS Grantor: Quadrant Corporation Grantee: City of Renton, a Washin�ton municipal corporation Legal Description: Lot 2 of Lakeview Crest Subdivision Records of King County, Washington, Recording No. 20190705000120 Vol. 289 Page: 19 Assessor's Tax Parcel ID#: 414480-0020 IN CONSIDERATION of the approved City of Renton (checkone o}'the}'ollowin9) ❑✓ Residential Building Permit �Commercial Building Permit ❑Clearing and Grading Permit �Civil Construction or Utility Permit for Permit(s)B20000636 (construction/aui�diny/uti�ityvermit#)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 P�an#) on file with the City of Renton and submitted to the City of Renton for the review and approval of permit(s) B20000636 (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 8 Instrument Number: 20200325000341 Document:COV Rec: $110.50 Page-2 of 8 Record Date:3/25/2020 8:29 AM 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: 20200325000341 Document:COV Rec: $110.50 Page-3 of 8 Record Date:3/25/2020 8:29 AM King County, WA �. Any nc�tice ar cor�sent required t� i��iven c�r atherw��e�ravided for by the prQvisions of this Agr�ement sha[d kae e�€ective uporr �erso�al d�fivery,r�r three(3}ctays after rrtailing by Certified IVtail, r�turn r�e�ipt requ�sted. 7. With regard tc�thae ma�tters addr�ss�d herei�,this�greemertt constitut�s the entir�a��r�ement betwe�n the parti�s, �rrd sup�rsedes all pric�r discussicrr�s, n��c�tiat`rcrns, and a61 a�re�ments wh�tsc�ever whether oral ar v�rritken. 8. This DecEarati�n af Ccavena�t is int�:r�ded te� p�cateclk the valr�e and des'rrak�ility and prc�rnc�te eFfici�nt and effective mana�em�ent of surface uva�ter draina�� of th� real prc�perty describc�d ab�ve, arrd shall inure tcs th� kaenefit c�f a{{tE�� eitizens crf the City of Renton and its successars anci assigns. This f��claratir�n c�f �aver�ar�t ;sha11 run urrith the land �nd be binding upr�n �"7M"c�Cl�f�7C�S�l r�ll"1(��7f"r]i"l�Qk"�$�5��SL1C��SSC}C�'a IC"Y IP1��.'I'G.S�e C�P"lE�e�SSI�E"1S. 9. '�his Declara€ion c��Cc�venant may be terrr►ir►ated kry execution c�f a written �,�r�ement by the CJwners�nd the City that is recc�rded by Krr�g Caunty in Fts rea� proper�y records. If� 'ih/�l�l�� J1f�EF�EQ'F, $�1lS C}�C�+�f��ICJCY O� �tJVf.' �Ct� �t7f t�1�' �I�S�l�C�IC)11 e�R+l� I�ll�[�1tGf1�f1C� C7� Dr�ina�� Facilities is executed this day of TM�� , "��_� � _ GFiANTQR, awr�er of the Property �R�PVTCIR,rrwr�er af the Property � STAT�aF WAS�#CNGTt�fV } CC}UNT1((7F KII�G )ss. �7n this day perso�ally appe�r�d befa�e m�: �` � �" tcr m€� knc�uun tc+ be the individ€aal(s) described in and whc�executed the +�+ithirt and fraregoing instrumer�t ar�d ackncawledged that they slgn�d the sarr►e�s theirfre�e and vcrluntary act arrd deed,forth�use�artd purpe,ses th�r�in.stat�d. x��G Given und�r rr�y hand and c�t�iciaC seal t@�is�°��`.c4��r e�f_C�?�� "� 21� �°`� � �,. . �'� .�_.,� ,�,�.�v,e'��1�Att{�� ..�.. ,��:'',�'�'�� t' � ' .�� ___., � � �� ` � �a� ,,�,,ew�,�wuerr�� / f��• �n�� . � +��°"'�'�,�� MfptX �p' 'P°I" ty � �ffi��g�'t�,�� 'I,,��,�� r"�CI"1'��'t� �'t�ITtG � �� ,� � � C�c�tary,+P�rbli�in and for the Sfate of �. ; � � �" Vlfa�shirr,�tr,n, residin�at � � ",. '�,��.° ` �" �" �� /��.�+r�rr��.��»°��,„„�°"��,�,�" `"' ��"�,��'f� �""� +� � bktk6t4k,'�ti°tV� "�.. '� ...._._�..�,.,....�,_,,.......»......e,�, ��d��t��°�°��'�� NIY appa'rntment expires 1��`""`�.".�_.�.. Rage�af� Instrument Number: 20200325000341 Document:COV Rec: $110.50 Page-4 of 8 Record Date:3/25/2020 8:29 AM King County, WA EXHIBIT A - ON-SITE BMP SITE PLAN TOTAL LOT/SITE AREA: 7,827 SF PERMIT #: B20000636 ADDRESS: 3945 Wells Ave N PARCEL NUMBER: 414480-0020 NEW/REPLACED IMPERV.AREA: 3,057 SF MAX. IMPERV. SURFACE ALLOWED:4,304.85 SF ON-SITE BMP S USED: D ell for limited filtration, erforated i e connection J.� - - - aa Storm� � o � N 1°51'41"E 73.01' `�' __ _. ' �n� ��Pedestrian ESMT Storm - -�- - � ^ _� � - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - , .— �I �'XY Drywell 12.5 Rear Se a N N ' 6.5' depth �-_-- _ __ _..__ ___-, �---- w � � IE: a � H E:66.0� � 67.62�(detail C.2.2.C) � � n ,>�-�, g�i Footing drain L____=___ , 2x10' Trench w/6' RD RD �y see �td plan �� a � Perforated Pipe (Detail C.2.2.0 y ' S � , �263.�1 _ _ � — — AC Pad 9 SF � � Covered =-- � �- --� - �� , I � � Patio 21 SF ;� �' � Lot Size 7,827 SF �, X �� I Roof Overhan � - '��G`� atch I'� 9 2590 SF v 25� ;I � �41' basin � Paved Areas 467 SF � a0 � P� Total Impervious 3057 SF 3 I �j j'I � Impervious 39 % N I '� �I� � � �, V � �� ti I�� Lot Size 7,827 SF -`'! oo N I�� PROPOSED � �'',� N Footprint 2024 SF �> � �'" 00 �� I , , „ I I� Z � � ��I 41 X 56—6 � �,� Q, Porch/Deck 272 SF o ; � -v Total Covera e 2296 SF i N Q ;� 2,024 SF j,� N Lot Coverage 29 % ; �� ,i ROOF=2,590 SF i',� ;� � ' � �,�u i I � F � � , � I � '---�--Roof Overhan � � I� �- Building i I rghtline (typ� -- � , _ ' � �I�� Covered i I Z � � � ii Porch � I� I ��,i 55 SF i' ��Envelope i I Footing Drain (typ.)--- � �„_ ,L� �Downspout (typ.) , I _.. . -..__. _,.._; �.__ _�- - - - __. __.._p � 25' BSBL/GS _ - o, Concrete Drive 492 SF __ � , � .�.� 2% � I , `e\� i Walkway� �g' NOTES: ,>.r _ ��..,.. �o`� ,�� _N _ _ 34 SF - - - I� �. THE LIMITS OF o� � ' CLEARING AND 10 ESMT � ---'" �� ao GRADING ARE `�8 �� z THE LOT LINES. . �. � N1 51' 1"E 48.30 16 , 2. MAX. _... � _- _..._ _____ � IMPERVIOUS i COVERAGE �e. ~�� ____------ � ,, W/REDUCED �..._ --.-.-- --.�---__---.__._. _.._.___..__...___, � FOOTPRINT �` � Wells Ave N C5, Offset �y �, �, 4,304.85 SF Pin 7 RENTON SHORT PLAT LAKEVIEW CREST — LOT 2 — REcoR�iNc �Zo,9o�os000,zo VOL 289 PG. 19 SECTION/TOWNSHIP/RANGE: 32-24N-5E LAKEVIEW CREST LOT 2 c��,m APPROVED BY: SCALE: 1"=20' �`� �`��p � �� j�( l �a � TITLE: DATE: w,u.,.�4+avawM;'. . .... . � vJ"ny�¢r'aad�m�)�MNo4 olA�.n.9 .., ..m� Instrument Number: 20200325000341 Document:COV Rec: $110.50 Page-5 of 8 Record Date:3/25/2020 8:29 AM King County, WA DRYWELL DETAIL - C.2.2.0 � ROOF CATCH BASIN DOWNSPOUT ��X�� HOUSE FFE:69.85' 2'X 10'TRENCH IE IN:68.11' W/6"PERFORATED 36"DEEP 12"-18"DIA. � FG:69.35' P�PE PVC OR ADS PIPE 9.39'at 1% �sBq• IN:67.61' wITH DROP IN GRATE ,.a,j�°� ROOF �'�"..�'�'2'� �^` oownsPour I E OUT:68.11 ��=-�."�^,,.�� 6"PVC � 6"OVERFLOW FLOW PIPE � = OUTLET PIPE CANNECTED TO PUBLIC STORM DRPJN SYSTEM 6"PERFORATED VIA EXISTING LOT DRPJN STUB PIPE 7'x 7'SQUARE IE OUT:68.11' DRY WELL HOLE FILLED WITH PLAN VIEW NTS ��"-3"WASHED IE:67.62' DRAIN ROCK STORM STUB 36"DEEP 12"-18"DIA. ROOF DOWNSPOUT PVC OR ADS PIPE WITH DROP IN GRATE IE OUT: 68.11' FILTER SCREEN RIM:69.2' 2'X 10'TRENCH MIN. OF 6"VERTICAL PER STD.PLAN 263.4 W/6"PERF. RIM:69.0' SEPARATION BETWEEN TOPSOIL P�PE INLETANDOUTLET HOUSE IE IN:68.11' IE IN: � 6"OVERFLOW FFE: 69.85' FG: 69.35� 67.61' OUTLET PIPE CANNECTED TO PUBLIC STORM DRPJN SYSTEM .' � 1'MIN. VIA EXISTING LOT DRPJN STUB iE:sa2� FLOW 16.64'at 3 e 9.39'at 1% MIN.6"DIA. PVC PIPE IE:67.62' DOWNTURNED IE OUT:68.11' STORM STUB ELBOW EXTEND STUB AND 7'X 7'SQUARE ` GONNEGT USING FINE MESH SCREEN `�fO FILLINGSASNEEDED SIDES OF HOLE HOLE FILLED WITH � „ LINED WITH 1}"-3"WASHED >a CATCH BASIN FILTER FABRIC DRAIN ROCK J �o'TO 15'MIN.AS REQUIRED MIN.1'ABOVE SEASONAL MIN 1' HIGH GROUNDWATER TABLE, SEE SECTION C.2.2.2 � SECTION NTS Instrument Number: 20200325000341 Document:COV Rec: $110.50 Page-6 of 8 Record Date:3/25/2020 8:29 AM 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: 20200325000341 Document:COV Rec: $110.50 Page-7 of 8 Record Date:3/25/2020 8:29 AM 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: 20200325000341 Document:COV Rec: $110.50 Page-8 of 8 Record Date:3/25/2020 8:29 AM King County, WA CONFIGURATION ON SLOPING GROUND �� DOWNSPOUT WITH CLEANOUT FILTER,SEE DETAIL m �� ,�m� �� Ip CLEANQUT PER STD.PLAN 226.00 d �� M �,& �� 10'MIN.LEVEL TRENGH WITH � _ .... , W -- PERFORATED PIPE,SEE NOTE 1 � .._... ._ . .._._ 5' � p �..._„ PAIN. IR . ._.., _. ...�. _ ._. „ I, �. .... .. __.. .n...,....... IL....... �.�"' Iflp .. �... ..— �...__ �, �_ IY. .._._.___M5N _.._.__ I ? I6 ., _ i _ ,.._ _ �... �., i I ° � i . _._ � ,. .` ._ �_..,, � r� � � �..,. __.� _`._ _ ;. � _ . _ �`.. I � '�"" ` � ��" �`""". CLEANOUT PER �p .._._ .._..... _._., _.........._ ........._._,. _..._ ._ STD.PLAN?2f.00 —I—�- W _.,..,. . _...�. ._,� ....._ ,_.. �.. ... EM � ..._. ..._.W. ,._ �a .� ��.:� w..,,.M» � ,.�. .�,.»:«, ,�., � � � � _�. ,_�. ..... ,�... ..«. �,..�, ,a�. ..,.,-„ �,.�,�... .»�....� ...�,,. ,,.�, i �.,A. .»� ��.. �..� .��.. �.�„ �,,. I� FOOTING dRAIN BVPASS D � _.. ...�. . .... ,,,. ,_, ... .. .,......... .._ .._.. _...,.� .._..... MIN. M�N. I ._._ ..... �..._..�. ...... _,....,.�, ..__. CLEANOUT PER � �.._,... _..� ......._��. `...._.... ._. _., STD.PLAN 226.00 �q ...�.. __. ..� .. .. .._.. . . , , , �9 .,_ ........_ _....��" ..,_._. �....__. _._ .._.... , . -- I TO STORM DRAIN SYSTEM � � DOWNSPOUT WITH CLEANOUT 10'MIN.LEVELT�RENCH WITH I� � FIITER,3EE DETAIL � PERFORATED PIPE,SEE NOTE i I� a.� �� ,�«. � ��.,. ».«w.�.. �W�. .�� .�.. ��.� �,� ��, � �m�.. ��. ��.. p� CONFIGURATION ON FLAT GROUND PLAN VIEW OF PARCEL COMPACTED TOPSOIL OR OTHER CLEAN FILL / �� NON-WO\/FN GFOTFXTiI_F FOR SEPARATION G"MIN.PVC "Y ON TOP AND SIpES OF 7kENCH PER WSpOT PFRFORATFD PIPF SPECIFICATIONS SECTION 9-33.2(1)TABLE 3 PER ASTM D1785 r.> SOLIDSt ._.____ _._ ._—__ , � �� V�� „ �� '�r�� ..'�,, LEAVES 6 MIN .v �, � �•. �,, r ��\� ��`�-a\\ �� e. �;7-G'^`"9� t��" ! c "7� FILTER SCREEN 18"MIN ,��.��.}�""Y� S�C y��('.}„� � � �.„( 11/2 -3/4 WASHED � ,�1�� ,�, ��y�j}�,�' DRAINROCK � '}�� ,..,ty'�} ?.�� ',"�]�>�Y ��1`\ ?��Cl�(""i�f€`�TX�'�. 4-c� GROUND L7 �`.. �� ca }'��'��r� a c>� i _ � �.��r1 �. 4e"\ .•�\�J:� "l24"MiN. I UNDISTURBED NATIVE SOIL = TYPICAL DOWNSPOUT MIN.1'ABOVE SEASQNAL HI6H FILTER DETAIL GROUNDWATtRTABLt SECTION A NOTES: 1. iRENCH LENGTH 1"O 8E 10 FEE71N LENGTH FOR EVERV 5,000 SF OF CONI"RIBUTING IMPERVIpUS SURFACE,OR 35,000 SF OF NON-NATIVE PERVIOUS SURFACE,OR PORTION THERE9F. GENERAL NOTES: 1. WFII_TRATION TRENCHF.-S IJMITFD TO ROOF RUNOFF FROM SWGL.E-FAMILY OR DUPLFX HOMFS OR TO CONTROL 6ASEMENT FLOODING. CONSULT WA�EPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION CONTRO�PROGRAM(UIC)FOR OTNER TYPES OF RUNOFF MANAGEMENT. 2. IMPERVIOUS AREAS LARGER THAN 10,000 SF AND NON-NATIVE PERVIOUS AREAS LARC�ER.THAN 35,000 SF MAY RE�UIRE LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER. 3. THE PERFORATED PIPE MAV NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25%. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED,DRAWING IS NOT TO SCAIE(NTS) STD.PLAN-263.40 �» PUBLIC WORKS PERFORATED STUB-OUT APPR �E°: "� DEPARTMENT CONNECTION �Az ��z8�z�1$ � DATE