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CITY OF RENTON COV 81.00
PAGE-001 OF 009
07/12/2017 15:08
KING COUNTY, WA
RECORnIi�G REQUF,ST'F,i� RY ANt)
WFIEN RECORI)ED f��tAII, TO:
CITY CLERK'S nFFICE
CtTY OF Rf,NTON
105� SOUTI I GRAnY WAY
IZEN I ON V�'A 98057
DFCLARATION OF COVENANT
FOR MAINTFNANCE ANll INSPFCT[ON OF FLOW CONTROL BMPS
Grantor: _ �Q ,1�.�- ���/�f) 6'Y} � (.,.(,�
Grantee: Cit� of Renton
Legal Descri��tion: _ see attached exhibit c
fldditionai 1 egal(s)on:
Assessor's"T'ax Parcel lI)rt: 3zZ�(}�9�7l
IN CONSIDF..RATION of the approved Cit� of Renton(check one of the following} � residential
buildin� permit, ❑ commercial builcling permit, ❑ clearin�and grading permit. C] subdi�ision permiL ur
B17001331
❑ short subdivision permit for Application File No. LUA/SWP ____ ______ _relatin�to the
real property("Praperty")described above, the Grantor(s),the owner(s} in fee of that Prope��tti�, hereb�
� .
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' IN WITNESS WHEREOF. this Declaration of Covenant for the Maintenance and Inspection of
Flo�v Control I3MPs is eYecuted this �� day of �QX'C�_,__ , 20�_.
GRANTOR. vn ��� ----� J
GRANTOR, owner of the Pro��ert�
ST'AT'E OF WASHING�I'ON )
COUNTY OF KING )ss.
On this day personally appeared before me:
IVdh1�f, � , to me known to be the individual(s)described in
and who e�ecuted the within and foregoing instrument and acknowledged that they signed the same as
their free and vohmtary act and deed, for the uses and puiposes therein stated.
Given under my hand and official seal this o�`�da}� 01� v�J�, __ . 20 l� .
�� o
Notary Public Printed name
State of Washington Notary Public in and for the State oF Washington,
TAM NGO residing at
My Appointment Expires Nov 29,2017
I�kw�lc. �,1J l�
My appointment expires �� �p ZU l�l
_ ..�_, _..,, __,,.,. r�.,.. ..�_„_.�_ -�.... __...0 ,._�. . _...... :-... ,
EXHIB{T A - FLOW CONTROL BMP SITE PLAN
10� OF LOT AREA MUST BE MITIGATED BY HOUSE & PORCH EAVE AREAp 1,706 S.F. 20
FLOW CONTROL BMPS (451 S.F.} DRIVEWAY: 324 S.F.
-PROPOSED MITiGAT10N INCLUDES PERMEABI�E PATIO f DECK: 144 S.F.
PAVERS FOR DRIVEWAY AND PATIO/DECK (4fi8 SIDEWALK: 59 S.F.
S.F,). TOTAL: 2,233 S.F. 1 inch = 20 ft.
DECK MAY BE QPEN GRID WOOD OR TREX EXISTING PERVIOUS AR£A: 4,511 SF
EXISTING IMPERVIOUS AREA: 0
DECKING OVER PERVIOUS GROUND (REDUCED PROPOSED PERVIOUS AREA� 2,278 SF
IMPERVIOUS SUR�'ACE CREDiT). PRQPOSED IMPERVIOUS AREA: 2,233 SF
-- - -
- - - ----- — -;- - ---- -- - ------ - --- -
�~--� ^ �,w 65 66 � d90 9�'��' '- -� _ _
� °i - -
n44'[�,. . ,yd�.t,s•�.:k4%'6,%�r.,a�:��:zM,t^.:��,�,;.-✓��,.,�yy.a.���w"ssi�Ck'&►w.�."�17u;v�,ia.:r�»K.,.;.r.,,'-"°€0ap,�,....n�..�.a i:'.;-:.,.,�.;.�
I
i 12� �
--,-- - eg�14_�_QECK . -- EASAtNT�
f------------ -- , - ,
8� . IN._.. , 3, �
IL,�._.._.._.._.._.._.._.._.._._.._.. �
L.S. �:� ..
1 ��� � ESMNT'�
cUl ,�,,
���
, � `.�� EAVE LOT 7 �j ; ._
f�l o�� NEW HOUSE ! i if �',, �.` ,
� n�, PLAN 2Z1�-7 i , c� �q >
� i
�n z� FF 491.5 i ! c�, R: �"
� EXTERIOR WALL � '�� � 6" PERFORA7EQ PIPE AND 2'X10
I GARAGE � TRENCH PER FlG. C.2.11.A
! ; CONNECT DOWNSPOUTS
� --- —•- - -- --
--
� �... .._.._. .._.._.. �� � ?�)' 10' �
I �� i 3'4 ADS� � 2X I�IN
� j PORCH (-.._...s.._._.. .
- -- ° PERMEABLE "W'ALK�� i>,-� _; � I � I
� I __ �__ _ _ _ _
DRIVEWAY � rr_-� � � -'�- { - - -.._ ..- ---
_____'_ � ' ��� i k� G� O
� -- — - ��cJ,JJQ ---� rJ'' c.>- /- --- - - �-' -- `� �-2i�,- -
— d �L �-�'� ��
491.52 n a 490.75 � � �;�
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/
;8�°33'•Ol'W " 186TH PL. /� �
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-- - __���" __-_.�-�-- --
LAKESIDE FAIRWOOD PLAT �OT 7 - DRAINAGE PLAN
HAGENSON CONSULTANTS, LLC 3/11/2017 _ LAYERSTATE: DRAIN
, .
EXHIBIT B
MAINTENANCE INSTRUCTIONS FOR PERMEABLE PAVEMENT
(NON-VEGETATED)
Your property contains an on-site BMP(best management practice)called"permeable pavement,"
which was installed to minimize the stormwater quantity and quality impacts of some or all of the
paved surfaces on your property.
Permeable pavements reduce the amount of rainfall that becomes runoff by allowing water to seep
through the pavement into a free-draining gravel or sand bed,where it can be infiltrated into the
ground.This on-site BMP shall be maintained per Appendix A of the City of Renton's Surface Water
Design Manual.
�_-- ---—-- -----Per�eable�ements
The type(s)of permeable pavement used on your property is(CHECK THE BOX(ES)THAT
APPLY):
❑ Porous concrete
❑Porous asphalt
� Permeable pavers
❑ Modular grid pavement
MAINTENANCE RESTRICTIONS
The area covered by permeable pavement as depicted by the site plan and design details must be
maintained as permeable pavement and may not be changed without written approval from the City of
Renton or through a future development pemut from the City of Renton.
INSPECTION FREQUENCY AND MAINTENANCE GUIDELINES
• Permeable pavements must be inspected after one major storm each year to make sure it is
working properly. More frequent inspection is recommended.
• Prolonged ponding or standing water on the pavement surface is a sign that the system is
defective and may need to be replaced. If this occurs,contact the pavement installer or the City
of Renton for further instructions.
• A typical permeable pavement system has a life expectancy of approximately 25 years.To help
extend the useful life of the system, the surface of the permeable pavement should be kept
clean,stable and free of leaves,debris,and sediment through regular sweeping or vacuum
sweeping.Aggregate fill in modular grid pavement may need periodic surface replenishment.
• The owner is responsible for the repair of all ruts,deformation,and/or broken paving grids or
pavers.
• Modular grid pavement and permeable pavers filled with gravel or with gravel in the joints
may need to be refilled periodically.
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EXHIBIT B
MAINTENANCE INSTRUCTIONS FOR REDUCED IMPERVIOUS SURFACE
BMP: OPEN GRID DECKING OVER PERVIOUS SURFACE
Your property contains an on-site BMP(best management practice)called"open grid decking over
pervious surface,"which was installed to minimize or mitigate for the stormwater runoff impacts of
some or all of the impervious surfaces on your property.
The decking has evenly spaced openings that allow rain water to reach the uncompacted soil below,
where it has an opportunity to soak into the ground.
MAINTENANCE RESTRICTIONS
___----------- ' Qf th__ e decking as de�icted by the site plan and design details must be
maintained and may not be changed wi't�iout written approval from the City of Renton or
through a future development permit from the City of Renton.
• In addition,the pervious surface beneath the decking must not be used in manner that
compacts the soil.
INSPECTION FREQUENCY AND MAINTENANCE GUIDELINES
• Check monthly or as needed(e.g.,weekly during the autumn season)to assure openings in the
decking are not blocked and are draining freely. Sweep and/or vacuum as needed.
• Avoid the use of chemicals or other pollutants on the deck where they have an opportunity to
pass through the decking and soak into the ground.
RECORDING REQUIREMENT
These reduced impervious surface on-site BMP maintenance and operation instructions must be
recorded as an attachment to the required declaration of covenant and grant of easement per
Requirement 3 of Section C.13.4 of the City of Renton Surface Water Design Manual.The intent of
these instructions is to explain to future property owners,the purpose of the BMP and how it must be
maintained and operated.These instnzctions 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.
OPEN GRID DECKING DESIGN REQUIREMENTS:
� The pervious surface beneath the decking must be either undisturbed native soil or amended
soil.
• Any amended soil must consist of at least 4 inches of well-rotted compost tilled into the upper
8 inches of the soil.
, •
EXHIBIT B
MAINTENANCE INSTRUCTIONS FOR A PERFORATED PIPE
CONNECTION
Your property contains an on-site 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 roo fl to a local drainage system such as a
This on-site BMP shall be maintained per Appendix A of the Ciry of
Renton's Surface Water Design Manual.
MAINTENANCE RESTRICTIONS
• The size and composition of the perforated pipe connection as depicted by the site plan and
design details must be maintained and may not be changed without written approval from the
Ciry of Renton or through a future development pernut from the City of Renton.
• The soil overtop of the perforated portion of the system must not be compacted or covered
with impervious materials.
RECORDING REQUIREMENT
These perforated pipe connection on-site BMP maintenance and operation instructions must be
recorded as an attachment to the required declaration of covenant and grant of easement per
Requirement 3 of Section C.1.3.4 of the City of Renton Surface Water Design Manual.The intent of
these instructions is to explain to future property owners,the purpose of the BMP and how it must be
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.
TYPICAL PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RESIDENCE
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LEGAL DESCRIPTION
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LOT 7, RENTON SHORT PLAT NO. LUA09-079, RECORDED UNDER RECORDING NO.
2015Q720900037, RECORDS OF KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.