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Home My WebLink AboutRC 20131001001673 RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: 11111 111 CITY CLERK'S OFFICE I CITY OF RENTON 20131001001673 CITY OF RENTON COV-RER 77.00 1055 SOUTH GRADY WAY PAGE-001 OF F1006 KING COUNTY, WA RENTON, WA 98057 DECLARATION OF COVENANT FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS Grantor: Henley USA, LLC Grantee: City of Renton Legal Description: LOT 40(ai PLAT OF HONEY CREEK EAST Additional Legal(s) on: Assessor's Tax Parcel ID#: 344890-0400 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 for Application File No. LUA/SWP relating to the real property("Property")described above,the Grantor(s),the owner(s) in fee of that Property,hereby 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 Exhibit 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 work is required for the BMPs, The City shall notify the Owners of the specific maintenance,repair,restoration,and/or mitigation work (Work)required under RMC 4-6-030. The City shall also set a reasonable deadline for completing the Work or providing 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 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 or 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 or 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 17th day of MAY ,2013 . Cam QC M GRANTOR, er of the Property GRANTOR, owner of the Property STATE OF WASHINGTON ) COUNTY OF KING )ss. On this day personally appeared before me: Lisa Cavell-Director of Land Management,Henley USA,LLC ,to me known to be the individual(s) described in and who executed 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. Given under my hand and official seal this 17th ••y of May ,2013 ey/<1 4.� ,E wiv,^ /F /�/ Stephannie L. Karlsson QQ``� 4r" // Printed name y074.:11 d �a; j /�� Notary Public in and for the State of Washington, •. aresiding at i S •44 3:14'iii ltd /6 � ,,� g_154-CT- = Renton, Washington i��411 WASH\NG.� My appointment expires 05-16-2015 • LOT 40 8,046 5F EXHIBIT A PLAN 5-40.056 (.1) R AREA SUMMARY BUILDING HEIGHT CALCULATIONS My"""" 6.. ROOF PEAK = 471.83' LITER 19.50R. ww Tari , MAIN FLOOR = 446.0' GAR SLAB AT DOORS= 4445' F Rr6F 52 FT. ee SI IMPERVIOUS CALCULATIONS a"`n0RYd0°" 2'6 HOUSE(INCLUDING EAVES) = 2,188 5F NOTES WALK,DRIVE = 1.651 5F -AREA OF DIS1LRBAIY.E INCLUDES BlVRE LOT EXCEPT TOTAL IMPERV. = 4889 5F 2'MIN FROP31rI LIFE SETBACK FOR 6RADI116 ONEJAB ADOMO4S.Zo Pf EROOR AREA FOR FUMEICF1 -ALL DOYISPONTS TO T16NSLINE TO STORM DRAIN MAX IMPERV. = 3,000 5F -ALL EXCAVATION TO BE FOR Fa1NDATION ONLY. 1889 5F IMPERVIOUS OVERAGE MITIGATED THROUGH BMP/INFILTRATION LOT COVERAGE CALCULATIONS R = 55.00' BUILDING(EXCLUDE EAVES). 2,398 5F D = 2005EAS" N. . 23RD PL ROOF DRAINS TO I21LF L =20.13' MAX.ALLOWED = 2,500 5F INFILTRATION TRENCH PER FIG.3.1.1 SEWER / -1SLF REQJIPOOSF 5T113 \ . / (LOAMY SAND) * LOT 40: IMPERV.OVERAGE MITIGATED �; THROUGH INFILTRATION TRENCH = 1,6895E ✓ w,�4 TRENCH REQ. = I,G89/1,000 x 15LF = 121LF /^ N..4'7' � Alp,, 3 INFILTRATION TRENCHES: ,g•/A\> / WATER (2)® 49'EA. '� 7' MATER (I)®29' .o° /// / ' 07) / '/ �4, STORM / //// STUB 54'0' a�5• / / ,� / N 86°190'W_89.85' l�7 , _, . -_ • / —ar 1 I IT IA 1' CONNECT ROOF DRAINS $1 11* 1,1 „I--1 GONG. g TO STORM STUB WITH G" ml I It III II ) DRIVE 12 PERF.PIPE IN 2'x10' J / I g TRENCH o g z 1 i 1 IN5LEF... Y �_ / RESIDENCE O – 1 \I 'I z N 8.5•1970'W 113.19' — — -_ 25,16* 5T 1• 21'--3V •.O" / 0 40 SO SCALE: 1"=401-0" DRAINAGE PARCEL: 3445100400 DATE ISSUED: CONTRACTOR'S LICENSE#HENLEUL&1SDB 05-14-13 HONEY CREEK EAST No.11100 Main Street,Suite 100 A DATE LOT 40 Hen I ey Bellevue, 98005 Phone:(425)648 4022 0 ADDRESS: 3141 NE 23RD PL. IANUSA LLC Fax:(425)646-4024 Q EXHIBIT B RESTRICTIVE FOOTPRINT MAINTENANCE INSTRUCTIONS Your property contains a stormwater management flow control BMP (best management practice) known as "restricted footprint," the practice of restricting the amount of impervious surface that may be added to a property so as to minimize the stormwater runoff impacts caused by impervious surface. The total impervious surface on your property may not exceed 4,689 square feet without written approval from the City of Renton. PERFORATED PIPE CONNECTION MAINTENANCE INSTRUCTIONS This lot contains 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. The size and composition of the perforated pipe connection as depicted by the flow control BMP site plan and design details must be maintained and may not be changed without written approval from the City of Renton. The soil overtop of the perforated portion of the system must not be compacted or covered with impervious materials. LIMITED INFILTRATION MAINTENANCE INSTRUCTIONS 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 device must be able to soak water into the ground for a reasonable number of years. Infiltration Devices The infiltration devices used on your property include the following as indicated on the flow control BMP site plan: X 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 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.