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HomeMy WebLinkAboutRC 20180302001338Instrument Number: 20180302001338 Document:COV Rec: $148.00 Page -1 of 6 Record Date:3/2/2018 4:22 I'M Electronically Recorded King County, WA 049�4 IMM City of Renton 1055 S Grady Way Renton, WA 98057 Grantor: Nordic Ridge, LLC Grantee: City of Renton Legal Description: Kinkade Crossing Lot 2 Page I of 3 Instrument Number: 20180302001338 Document:COV Rec: $148.00 Page -2 of 6 Record Date:3/2/2018 4:22 PM King County, WA 6"HURRIMPARAIM, M Instrument Number: 20180302001338 Document:COV Rec: $148.00 Page -3 of 6 Record Date:3/2/2018 4:22 I'M King County, WA 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 Declaration of Covenant for the Inspection and Maintenance of day of Drainage Facilities is executed this'J& . .... . - _&j4A_&W—, --- —, 20_/8_. owner M?the Property &:7, (470 STATE OF WASHINGTON ) COUNTY OF KING )ss. On this day personally appeared before me: ktry _Zi /Y to me known to be the individual(s) described in and who exec ed 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. A -- Given under my hand and official seal this day of C&0,94K 20/6 Notary Public State of Washington TANYA M BUSHAW ires Aua 16. 201 M Printed �� Not Public in and for the State of Washington, residing at I "? I/D--Y? (�4,7 _ WA - My appointment expires Instrument Number: 20180302001338 Document:COV Rec: $148.00 Page -4 of 6 Record Date:3/2/2018 4:22 PM King County, WA it • .0 914 ARM PARCEL N •_ �- . r UMBER, ♦ M HOMESAPPLICANT: RM 463,0' 2913 5TH AVE NE, SUITE 201, 0098372 1: .: AN #2548—C ROS, WALL WATER SERVICE GRAPHIC SCALE r DRIVEWAY 16' m n n MAX. AT PROPERTY UNE _..._ .. .. 1 inch m 20 it I \ A PORTION OF NE SEC. 32, TOWNSHIP 23 N, RANGE 05 E APPROVEDY® SCALEa 1" = 20' Z I PROPOSED ROOF DRAIN UNE � DECK .00' q �F �47 a L'OT,2 y F001fiNT: '� I ._ 1,162 CONNECT TO ROOF DRAIN . LINE WITH PERFORATED CONNECTION PER k I' SECTION C.2.11 OF :e, =473.0 APPENDIX C TO THE 2009 KCSWDM I Fort .... _ EX, ROCK WALL g ._ ._ SEWER STUB E)L FIRE g°µ HYDRANT _m ---- 1 --3�. 5I' WATER SERVICE GRAPHIC SCALE r DRIVEWAY 16' m n n MAX. AT PROPERTY UNE _..._ .. .. 1 inch m 20 it I \ A PORTION OF NE SEC. 32, TOWNSHIP 23 N, RANGE 05 E APPROVEDY® SCALEa 1" = 20' Instrument Number: 20180302001338 Document:COV Rec: $148.00 Page -5 of 6 Record Date:3/2/2018 4:22 PM King County, WA EXHIBITw MAINTENANCE INSTRUCTIONS FOR RIEDUCED IMPERVIOUS SURFACE; BMP: RESTRICTED FOOTP propertyRINT Your . ♦ «oi the practice of restricting the amount oj'ittipervious suiyace that may be added • , property so as to imperviousminimize the stormwater runoff impacts caused by imperviousThe total • •w • ♦ •• from MAINTENANCE INSTRUCTIONS FOR IMPERVI(�1,LS'—,�tJl�-rACl".j3-mp-. BASIC DISPERSI N Your property contains a stormwater management flow control BMP (best management practice) called "basic dispersion," which was installed to mitigate the stormwater quantity and quality impacts of some or all of the impervious surfaces or non-native pervious surfaces on your property. Basic dispersion is a strategy for utilizing any available capacity of onsite vegetated areas to retain, absorb, and filter the runoff from developed surfaces. This flow control BMP has two primary components that must be maintained: (1) the devices that disperse runoff from the developed surfaces and (2) the vegetated area over which runoff is dispersed, Dispersion Devices The dispersion devices used on your property include the following as indicated on the flaw control BMP site plan: splash blocks. The size, placement, composition, and downstream flowpaths 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 ming County Water and Land Resources Division or through a future development permit from Icing County. Dispersion devices must be inspected annually and after major storm events to identify and repair any physical defects. When native soil is exposed or erosion channels are present, the sources of the erosion or concentrated flow need to be identified and mitigated. Concentrated flow can be mitigated by leveling the edge of the pervious area and/or realigning or replenishing the rocks in the dispersion device, such as in rock pads and gravel filled trenches. Vegetated Flowpaths The vegetated area over which runoff is dispersed must be maintained in good condition free of bare spots and obstructions that would concentrate flows. i'X+I,1:I1►L'.?_�r1J1�T��;�•�,i; These reduced impervious surface on-site BMP maintenance and operation instructions must be recorded as an attachment to the required declaration grant of easement per • • •Manual. maintained and operated. These instructions are intended to be a minimum; the City of Renton may require additional instructions based on site-specific conditions. See the City of Renton's Surface Water Design Manual websiteadditional information and updates. Instrument Number: 20180302001338 Document:COV Rec: $148.00 Page -6 of 6 Record Date:3/2/2018 4:22 PM King County, WA Your property contains an on-site BMP (best management practice) called a "perforatedpipe 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 bein , usuall- a roof) rain QtZ, stem such as a V conveyed from an imyervious surface ( , to a locLd- -a_ ditch or roadway pipe system. This on-site BMP shall be maintained per Appendix A of the City of Renton's Surface Water Design Manual. The soil overtop of the perfbrated portion of the system must not be compacted or cover with impervious materials. i 1111440111111*1106011ar MRSIMEWFM LIIUSU IIISLI-PICLIVIIS IS LU CAPIU111 LO 111LIU-C PI_VfU1_Ly (TTITIJULN, LIIC PJJT01'91SV 1911 LIM DNIC maintained and operated. These instructions are intended to be a minimum; the City of Renton may require additional instructions based on site-specific conditions. See the City of Renton's Surface Water Design Manual website for additional information and updates. ?4DPO to rmd 4y X 10 /leveltramh PLAN VIEW OF RWF NTS mdomfll 4• ped Ope i4hr -qkP washed rock 0,40 24- 110­--�