HomeMy WebLinkAboutRC 20150518000335 111 1111 11111111 10111111 II II
20150518000335
CITY OF RENTON COV 81.00
PAGE-001 OF 010
05/18/2015 10:08
KING COUNTY, WA
RECORDING REQUESTED BY AND
WHEN RECORDED MAIL TO:
CITY CLERK'S OFFICE
CITY OF RENTON
1055 SOUTH GRADY WAY
RENTON, WA 98057
DECLARATION OF COVENANT
FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS
Grantor: SCOTT DONOGH HOMES
Grantee: City of Renton
Legal Description:
LOT 11,BLOCK1,STEWART'S HIGHLAND ACRE TRACTS,ACCORDING TO THE PLAT THEREOF, RECORDED
IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY,WASHINGTON.
SITUATE IN THE COUNTY OF KING,STATE OF WASHINGTON p
Additional Legal(s)on:
Assessor's Tax Parcel ID#: $01110-0055
IN CONSIDERATION of the approved City of Renton(check one of the following) 0 residential
building permit, ❑ commercial building permit, U clearing and grading permit, U 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 21 day of APRIL ,2015 .
GRANTOR' o er f th Property
GRANTOR,owner of the Property
STATE OF WASHINGTON )
COUNTY OF KING )ss.
On this day personally� appeared before1me:
----VA-1----VA-1I n( 7.k. i \ 0_)c\At\ ,to me known to be the individual(s)described in
and whd executed the within and foregoing�itAtrument 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 o\(>� ,ij1is I� day • ` ,�t' ,20 (ST
... _ NA% R.tij" ,,, \ f
Na G : reit-s name
i A'% °'8L` "alcRary Public in and for the State of Washington,
ij 1,,1127"`��.� r.Sidi gat
`/,iiii�°��WASN'�` -� W
My appointment expires s'I d i b0 12
BUILDER: BUILDING COVERAGE: IMPERVIOUS COVERAGE: PROJECT ADDRESS: .
SCOTT DONOGH HOMES LOT: 4,900 SF NET LOT: 4,900 SF NET LOT I, NE 7TH 5T NORTH SHORT No. Date
CONTACT: SCOTT DONOGH COVERAGE: 2,039.I SF IMPERVIOUS: 2,280.3 SF PLAT PHASE II
PHONE: (206) 730-01 14 COVERAGE: 4 I.G% COVERAGE: 46.5% 704 PIERCE AVE NE
TAX ID#801 I I0-0055
LEGAL DESCRIPTION:
q�COlLFD: SO%
LOT I , NE 7TH ST NORTH A '/M R• 3LRFgCF: 2 GOas/ .
SHORT PLAT PHASE II , N89° 50' 22'"E- ••
\1— i/i I 70.02' 4,
(.1) 4 Y.�Aft,r;.�-,��,: , .�n:va _s�`�t �;��':a., v.��y,.Yi ";�..: �:a; M=,(
o
glir
7 ;���, ok ��� '-.:,. E AVE NE '','''' ''r':''-,
+ ,n4C'. n M�7.+yqy wo�Tb .r+���}� `?i �t.".�.�. �,nqp.,•d.�,.s�Fj!+it �N`�ry
11111
W _ p ..., ,�e t �� _, ar j. r - NOTE: i
�' :` ��, «„{ w p _ INFILTRATION TRENCHES
_ C' ' 0,6\\, MUST BE SETBACK AT +w.
Mt i
! �\,,,\: ‘,0,44„,,NmISx\ \ LEAST15 FEET FROM t i
CONNECTBUILDINGWITHCWL\ ,� Nt 7fH SI
TO STORM STUBSPACE OR BASEMENT' � `\\\` \ a .�� SHORT
ihi� _ ns. - ELEVATIONS THAT AREA NORTH PLAT
�'""”' y' �s�-` �` " �ir W BELOW THE OVERFLOW
's" '- - PHASE II
6" PERF. PVC PIPE WITHIN jrill
/ OPOINT OF THE INFILTRATION
2x 10 GRAVEL TRENCH u o SYSTEM
I II LOT I GARAGE °
DRAIN REMAINDER OF I ` ! 6720 SF
ROOF TO STORM STUB -O • `� Veli a z DRAINAGE
VIA PERFORATED PIPE e m " I ` 7F04 \ -"`Ni PLAN-LOT 1
ROUTE I ,000SF OF ROOF z ` I ` (4900 NET 5F)
AREA TO TWO 37.5FT I®����, N.T.,,wil,5,-.:
CONNECT DS TO DP
j STORM STUB VIA
LONG TO EA ES �� \::;*_ PERFORATED PIPE
(500SF TO EACH) I 14036 •
Z,„' CATCH BASIN =
lMIM.. \\`��Ve416. \\\\` \_ SUMP W/S•• :t ' 1"" 20-0""
i I N
S 89°0 02'6 W INFILTRATION m +, MAGNOLIA
EXHIBIT A °r LANE
. o RENCH \--7\c\\
DECLARATION OF COVENANT
PROJECT NARRATIVE
SITE ADDRESS: 3518 NE 7th Street, Renton, WA 98056
KC PARCEL#: 801110-0055
PROJECT NARRATIVE:
This project involves the construction of a SF residence on a +/- 4,900 net sf parcel
at the address listed above. The site gently slopes down to the west at an average
gradient of 4%. As shown on the attached Drainage Plan, the roof drains are
shown to be connected to perf pipe which is in turn connected to two yard drains
& drywells.
PROPOSED ESC MEASURES:
Silt fences and a rocked construction entrance will be provided for ESC. (See
attached plan)
DECLARATION OF COVENANT
EXHIBIT B
C.2.9.7 MAINTENANCE INSTRUCTIONS FOR RESTRICTED FOOTPRINT
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
2,600 square feet without written approval from the City of Renton.
C.2.3.5 MAINTENANCE INSTRUCTIONS 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 device 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: ❑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 either 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
DECLARATION OF COVENANT
-- EXHIBIT B
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.
' FIGURE C.2.2.A TYPICAL'I'RENCII LNFILTRATION SYSTEM
J
n
roof I
drain
PLAN VIEW
NTS 4^rigid or 6'flexible
perforated pipe
: •
infiltration trench sump w/solid lid
PLAN VIEWroof drain
NTS
overflow
4"rigid or 6'flexible .
splash splash block
ir perforated pipe
6" (n ° ' /
12" 5^ washed rock g� �°C1 1) µ1'min s.o'min
`7 — 1 1/2"-3/4" c b°O°G a e; l 1'min
.Qo 7 Jf:' 7
1 fine o mesh �'—CB sump w/solid rid
I
— varies r
ilP•A
filter fabric –1
�i_ t compacted back-fill
6
. a`° . moo_.' 4'rigid or6"flexible
n a n perforated pipe
24" - n ° 8p .
•,o ° (.a ��0 0
7°�,o Ve 7 washed rock
12" ���1 Do A o°. a�- Q 1 112"-3/4'
t Nt\14,\>"f f,ftp.
Lr-24%--J
SECTION A
NTS
DECLARATION OF COVENANT
EXHIBIT B
C.2.11.2 MAINTENANCE INSTRUCTIONS FOR PERFORATED PIPE CONNECTION
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.
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 either from the King County Water and Land Resources Division or through a future
development permit from King County. The soil overtop of the perforated portion of the system
must not be compacted or covered with impervious materials.
•
DECLARATION OF COVENANT
EXHIBIT B
FIGURE C 2.I A PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RESIDENCE
random fill
/7–\-7
6' �/�\i///�/W fifer fabric
t II/Q�/ �./�,/,./ d 8x�perf pipe
18'min °V?
$a a Ga `
aa ^ 1112'_314'washed rock
oa, a .Ql b Aa 4Q"c,
as a Q.
o a a
°°E° °7c]a (7 °°a °
I-0-- --
p 4ue°pa°na40a Deg
4�--G24'min a 1
TRENCH X-SECTION
NTS
slope --0-
--10-
.—. to road
drainage system
2'X 10'
/level trench
J wlperf pipe
PLAN VIEW OF ROOF
NTS