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Prlrrt�r� n�rr�� ;'µ�'� �'''���'���� ���� (�c�t�r-gr��ablic i��r�d fcrr th�S�at�c�f � ��� � ,������m��� ��shir��t�r�, r�smdin��� f�.��, �a� �,�• �`��•"� .�.�,�.._ . ���.�" ��<`�'' �,��� �.�. �a���, ,��s ���°������ .;,�;,m ._._. �...� �.��,,w.w.� ��"���°,����� ���`��� ,��,°��""� I�fly��pcadr�trr7�nt���air�s� � ��9n�6 3 "�� ..� °��s�a����m������ �� � �a��3�f 7 � Instrument Number: 20190822000083 Document:COV Rec: $109.50 Page-4 of 7 Record Date:8/22/2019 9:12 AM King County,WA EXHI�IT A- ON-�ITE �NB� SITE PLAN TQTAL LOT SI TE ,4REA: 11 81 Q SF' �.27 AC PERMI T NO.: X �iDDRESS: AAEADOWWE' LOT 1 PARCEL fVO.: � X NEIM REF'LACE IMPERV. AREA SF : .3,432 SF DISTUR�ED AREA SF : 11,810 SF` (1N-S(TE �INP S USEQ: �,4StG QI�PERSION, PERFORATED PIPE TRENCH AAAX. IMPERVIOUS SURFACE ALLOWED SF : 5,905 SF EXIST. BL(�Ck �RaPERn` �aNascA�e wa�c �avNQa�r (rr�.) __ _� ���I� 58�74'41'� PATlO SLOF`ECJ - 9 __84.22' �___- FOR SHEE7 FLOW ' �' --- QISPERSION TQ __ _ �9 .. . `' �` ?8'x1�' DISPERSION 7(70 SF A�IAX. I '�` ----- -�___� _ VEGETATEd FLOW G�lJVEYED TO � cy �� -- --�_�'°`-- - PATH SPLASHBLOGK a' I ) 51 ��7�� (198 SF) I N� I � 5 �..4 � 5 7Q0 SF WOAX. ��� I �, � CONVE'YEQ TO � SPLASHBLOCK �, _..__ � ; �I � � � -��- ` � , i � $ 1 I i� ��'29'22"W � 11,�10 SF , � � 141.68' � „ � I 9�749a � I �I GRADE YAR� �TH � a• ^ � FOOTI�tG � POSITIVE' SLOPE TO I DRAIIV COIVN. YARD DRAlN (TYP.) WALKWA ',� c ro ►� PE�F (ss s�) � 70o sF �tax. PiPE eoNn►. : " , conrv��n ro I ' ,_ �- SF'LASHBLOGK .�, � �N ' . - - RC10F OVERHANG 1_m� _ . _ au (2,�97 SF) --< - ' 1:5� -- °� 70�' SF MAX. - � - � GONVEYED TO a;� 3g ° ° SPLASHBLOCK �=�&°48'23" � Pu�Uc uT1uTY � I I � ,�...;.,;.<. a�� ESI�PL R-25.0' - - ---- = '��-- � -- '--- N __ � DRIVENVAY L-3$.7' _--- I � -- f�C)A��4 (49� SF) �xrsr. s �vc i -- - -- ---- ---- TO S� POND I _ - - S D ------ , DRIVEWAY AMD WALKWAY SLOPED FOR SHEET FLOW DISI'ERSION ,i�����,., APP'LfCA1VT �ONSULTANTS � S�HIL�Cdb�p.R.HO N siteF�annir�•Civil Eng�neering � �� ��NTA�,T: PATf$I(`.K DANNER Lantl Llse Consuttii�g•Project Managemem 710.31Willorvsfltl.NE,Suile120 r � 92310 TOTEIdF LAKE BLVD. ME; STE 220 r�n��,wasensa � ryq� p� rT KIRKLEiP1D, WA 38034 Flrone:l425)2H5�2?S�IFAK142512BS7i719 �1J11V �IV F�GI �HQ�E: (Q�2;j1 (3�'"�'4QQ www.cnn�o��suirar�ts.oam C�pyri�;ht c�> �019 CPH Consultant�,LLC. All RighYS Reserved. Instrument Number: 20190822000083 Document:COV Rec: $109.50 Page-5 of 7 Record Date:8/22/2019 9:12 AM King County,WA EXFlIBIT � l�%IAII�TEI�TI�I�C�E Il��Tl�LTC'TIQNS F'�Td ��15��' 1?��P�l�SI�l`� Your pro�crty cc�ntaia�s an on-sitc BM�' (bcst managumcnt practicc) callcd"bc�sic diapeNsac�n,"which was ir�stalled to mitigate the stonnwater quantity and quality img�acts of som� or a11 c�f the impervic�trs surfaces or non-native pervi�us s��rfaces on your}�roperty. �iasi�;dispereion is a strategy for ut�li�ing any available capacity of ansate vegetated areas to ret�an, absorb, aa�d�lter the runoff from develo�ed surfaces. This on-site BM�has two pri�iary components that rtlust be�nai�tained: (1) The devices that dis�erse runoff f�om the developed surfaces and (2)The vegetated ar�a over which runoff is disper-sed. I)i��a�rsic�n i��vic;es The dis�ersio� d�v�ees used on yc�ur progaerty include the follotiving as indicated on the site �lan(CHECI�I'�IE I30X(�S) 'TI�AT AI'PL,Y): � s�lash block.s, C] rock pads, ❑ gra�rel�lle�i trench�s, ❑ sheet flow. fVIAIIVTEfVARICE I��SI"F�IGTBC)NS The size,place�nent, coznposition, and dow�stream flo��paths o�these devices as depicted by the site �]ar�aa�d design details must be magi7tairl�d and rnav nat be chailged without written a��roval from the City of Renton or tlaraugh a future developnient pex-mit fram t�ie City of Kenton. IfV�F'�GT'I(36V FR�C�U�[VC1P'�ORIC1 IVI�1IF+�TEfVA,iV�� Cal.lB[)�LIN�S 'I lzis on-s�te BN1P has two primary conlpai�eizts that�aust be rnaintained g�er Appendix A of the �ity c�f �entan's Surface Water Design Manual: (1) The devices tl��t disperse r�znoff from the developed surfaces and (2)Thu ti�egeta�ed flawp�th area over�vhi�h runoff is dispersed. 1�Iai�tena�c� af Dis�aersion IDe��ices � I)isper�ion devices mu�t be�uspected ai�nually and after znajor starm events to identity and repair any pl�ysical defects. • When a�ativu soi�is expased ar-erc�sion channels are present,the source� of the erosics�or cc7ncentrated flnw need ta be identified and mitigated. • Concentrated tlaiu can be mitigated b�leveling the edge of tl�e�aervious area ai-�d/or realigning or r�plenishing the r�cks in the dis�ersian d�vice, sucl�as in rock pads and gravel fi�led trenches. 1Vlaintenata�e t�f�'eg�tatecl Fl��path� • 'Th�;vebetated area over whiuh runoff is dis��;rsed must be maintained in good cc�a�dition free of bare spots and obstrtzctions that would cc�ncentrate flows. Instrument Number: 20190822000083 Document:COV Rec: $109.50 Page-6 of 7 Record Date:8/22/2019 9:12 AM King County,WA l�IAINT'ENAI�C:E INS'TIZU�'TIQN� F��� PER�()I�TEI� �'I�'E, ��Io1NE�'TIt�N Your property coi�taans an an-site BMI' (bcst managcflncnt practicc) callcd a"perf'oa^at�cl�ai�� eonnectznn,"which was installed to reduce the stormwater rua�off�mpacts of some or al�af th� img�ervirus surface on your prc�perty. A pez-forated pipe connectic�n is a length of d�ainage conveya7lce�i}�e with holes in the bottonl, designed to "leak"runoff, coil��eyed by the pipe,�iato a gravel filled trench wh�re it ca�i be soaked intc� th� surrc�undin�;soil. The connection is intended to g�rovide ap�ortunity foz infi�tration of any runoff that is bcing convcyud from an impervious sua-facc (usually a roof)to a loaal draina�c systcro such as a ditch ar road-way pipe system. This on-site�li�IP sh�fll be maintained per�p}asndix A of the Citv of Kentan's Surface�Vat�r Design Manual. EVI,�l�TEN CE R�STRI�TIC�N� • T�ie size amd composition of the�erfarated pi��connection as deg�icted by the site plan and design detai�s must be maintained and may nc�t be changed without writte�approval frarn the Cit�T of Renton or through a future de�rel��ment pei-mit from the C:ity of IZe�iton. � i'hc soil o��crto� of thc perforatcd�poz-tioi�af thc systcm rnust not bc cc�rnpactcd or covcrcd with im�ervio�ts materia�s. RECORDINCa fwE��!!F�'EfV9�N1" These�e�f�ratecl�ipe �onne�tioa� an-site F3MP maintenance and operat�on instructiazis gnust be recorded as �n attac�me�t to the req�a�red declar�t�on of eavenant and grant af e�sea�enh per �equir�ment 3 of Sectio�C.13.4 of the City of Igenton Su�face yYater Design_�Ilan�.�al. The intent of tl7ese instructions is to �x�alain to future pro�erty owners,the pur�ose c�f the�N1P and how it must be maultained�nd operated. Thes�ii�struct�o�as are ir�tended ta be �minimum;the City af i�enton may require additional i�structians baseci c�n site-sg�ecifia co�idition.�. �ee the Citv of Renton's Surface Water I�esi�7lVlanual ��rebsite far additiona3 infarbnation and ug�dates. �T'�'PI��I��E�tF4�'I'EI)lPINE����C'Ti(:}N�'O�IZ:���"�"Gil��"�l1V�ILY^ '�SI���T��� � ��,.,µ,� -'-^� ,�».-,,,�..fi'��0'"CCBCBfli169$I� � � �� b �S' W. ��a��uw� � �S "�+r�.� .� ,�.�m��rF9�rc.�»m..,� �_� �a...�.� �a��+ r�'��rr� �� � `�`�`.`+`��' �",�;�'°; � �"`w t�""omnrn °+`"d�° � � 4"6�¢����. � �"�'.�,�' r�������«���m� �m�w .:�..���,���..�f�"+pn'�;.��h��:�' M�.� 8�9��t^.3E ���°���"����re�"„„ � p y"�""Rp��7sip�"" ���`m°�������'����°+° y ` � .�w, _ �__ W.._.�.. �.�— ��----_—�°?wF�"mrd�'Y�._.m.� I������ , � � �,�.,,�...���.,�.�.w.,.,. � T��MJ����-���'1"t��1 .__....._._._._._....__.__._._..�...d... �C� Instrument Number: 20190822000083 Document:COV Rec: $109.50 Page-7 of 7 Record Date:8/22/2019 9:12 AM King County,WA Exhibit C Le�al f�escription: LOT 01 C?F MEAD04n!VIEW ESTATES FINAL PLAT KIR1G CI�UNTY REC�RDIIVG NO. 20190328000336