HomeMy WebLinkAboutRC 20230418000187 Instrument Number: 20230418000187 Document:COV Rec: $208.50 Page-1 of 6
Record Date:4/18/2023 10:05 AM
Electronically Recorded King County,WA
Return Address:
City Clerk's Office
City of Renton
1055 S Grady Way
Renton,WA 98057
DECLARATION OF COVENANT
FOR INSPECTION AND MAINTENANCE OF DRAINAGE FACILITIES AND
ON-SITE BMPS
G rantor: CHARLES H JUNC AND CONNIE Y JUNC�,A MARRIED COUPLE,AND JOSEPH C JUNG AN UNMARRIED PERSON
Grantee: Citv of Renton, a Washin�ton municipal corporation
Legal Description:�or�y,C3LOCK 'I 2,HILLMAN'S LAKC WASHINGTON GARDCN O!'CDGN ADDITION TO SGATTLG NO, 'I.
ACCORDING TO THE PL/1T THEREOF RECORDED IN VOL. 1 1 OF PLJ�TS PG.G8,RECORDS OF KING COUIVTY,WASHINGTOIV
Assessor's Tax Parcel ID#: 3342100940
IN CONSIDERATION ofthe approved City of Renton (checkoneo}thefollowing)
❑✓ Residential Building Permit �Commercial Building Permit
❑Clearing and Grading Permit ❑Civil Construction or Utility Permit
for Permit(s)B22003600 (construction/aui�dinq/uti�ityPermitft)relating to the real property
("Property") described above, the Grantor(s), the owner(s) in fee of that Property, here6y
covenants (covenant)with the City of Renton ("City of Renton" or"City"), a municipal corporation
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 9 below with regard to the
Property, and hereby grants (grant) an easement as described in Paragraphs 2 and 3. Grantor(s)
hereby grants(grant),covenants(covenant), and agrees (agree) as follows:
1. The Grantor(s)or his/her(their)successors in interest and assigns("Owners")shall at their own
cost,operate, maintain, and keep in good repair,the Property's drainage facilities constructed
as required in the approved construction plans and specifications B22003600 (Project
P►an#) on file with the City of Renton and submitted to the City of Renton for the review and
approval of permit(s) B22003600 (construction/euildinq/utilityPermit#�).The
Property's drainage facilities are shown and/or listed on Exhibit A—Site Plan. The Property's
drainage facilities shall be maintained in compliance with the operation and maintenance
schedule included and attached herein as Exhibit B—Operations and Maintenance. Drainage
facilities include pipes, channels, flow control facilities, water quality facilities, on-site best
management practices (BMPs) and other engineered structures designed to manage and/or
Page 1 of 6
Instrument Number: 20230418000187 Document:COV Rec: $208.50 Page-2 of 6
Record Date:4/18/2023 10:05 AM King County,WA
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2 of 6
Instrument Number: 20230418000187 Document:COV Rec: $208.50 Page-3 of 6
Record Date:4/18/2023 10:05 AM King County,WA
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Instrument Number: 20230418000187 Document:COV Rec: $208.50 Page-4 of 6
Record Date:4/18/2023 10:05 AM King County,WA
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Instrument Number: 20230418000187 Document:COV Rec: $208.50 Page-5 of 6
Record Date:4/18/2023 10:05 AM King County,WA
MAINTENANCE INSTRUCTIONS FOR FULL INFILTRATION
Your property contains an on-site BMP(best management practice)called`full infiltration,"which
was installed to mitigate the stormwater quantity and quality impacts of some or all of the impervious
surfaces on your property.
Full infiltration is a method of soaking runoff from impervious area(such as paved areas and roofs)
into the ground. If properly installed and maintained per Appendix A of the City of Renton's Surface
Water Design Manual, fu11 infiltration can manage runoff so that a majority of precipitation events are
absorbed. 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 reliably 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 site
plan(CIIECK TIIE BOX(ES)TIIAT APPL�:
❑gravel filled trenches, �drywells, ❑ground surface depressions.
MAINTENANCE RESTRICTIONS
The size,placement,and composition of these devices as depicted by the site plan and design details
must be maintained and may not be changed without written approval from the City of Renton or
through a future development permit from the City of Renton.
INSPECTION FREQUENCY AND MAINTENANCE GUIDELINES
• 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.
5 of 6
Instrument Number: 20230418000187 Document:COV Rec: $208.50 Page-6 of 6
Record Date:4/18/2023 10:05 AM King County,WA
��rrr�n�,�i�rr��I�,T�T�c�r��rr�icn��rtaiv�,
4"RIGID OR 6" CC6 SUMP w/SOLI�LID �ROOF DRAIN
FLEXI6LE �
PERFORATED
---------- PIPE
��
INFILTRATION TRENCH
PLAN VIEW
NTS
TRENCH SETBACK FROM ROOF DRAIN
BUILDING AS REQUIRED,
15'MIN.
OVERFLOW
SPLASH BLOCK
4"RIGID OR 6"FLEXIBLE
PERFORATED PIPE
A
6"
.i>>�i��i��i�i� '!��'/�����!.���: =</i;�ii-ii
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�y^ � WASHE�ROCK 1 z"-a" Zi 1'MIN
" �,� 1'MIN.
�. -r-`----- -------.�,���`��
'""►A � SETBACK
VlV21ES FROM
BUILDING
FINE MESI I 5'MIN.
SECTION VIEW SCREEN CB SUMP w/SOLID LID
NTS
�COMPACTED BACKFILL
FILTER FABRIC
%�� /�'
,��i� j��
\ ,
24"�
4"RIGID OR 6"FLEXIQLE
� �p^ i� '� ' �� PERFOIiATED PIPE FROM ROOF�
<� ' . �. 1�'-j'WASHE�ROCK
MIN.1'ABOVESEMSONILL -�-�� ���������
HIGH GROUNDWATER �24"�
TABLE,SEE SE(:TION(:.1.'L.1
� SECTION A �anss
NTS
r.vwiccEN�aoFiio�e, OVERFLOW + ��
aooF oowNSPour wiri i i•cnPPeo wc � �/ ,/,/�/�/Y�/�/
URUTHERMFANS f�fjTjj�j 6"MIN. y'���\�\�\�\�\�\�\
OVERFLOW FWSIIWITIAIIRFACE �\�\\�����`��\��\\��\\:. �
�SPLASH6lDCK TOPSOIL
3/4"TO 1-1@„��V/
u(N1SE � WASI IED DRAM ������ 18"MIN. �
ROCK �%j���� - �
'- 1'MIN. /�: �S'MIN.f�$ �
FaW MIN.1'A60VE REQUIRED,
5'MIN.SETBACK SEASONAL I IIGI I y�MIN. SEE C22.3
FROMBUILOING�i MiN.4^oa. � � GROUN�WATER
rvcriPe �� TABLE,SEE
FINE MESH SCREEN qg�NCH UTAMEfER VnRIES SECTION C222
SIDESOFIIOLE IIOLEFILLEUWITII � X-SECTION
CATCH BASIN �INED WITI I 1�"-3"WhSHED NTS
��D�N� FILTER FN3RIG �RNN ROCI(
15'MIN.AS REQUIRED,SEE SECTION C22.3 FILTER STRIP
MIN.1'A60VE8EASOWLL SEE SECTIONS
I IIGI I GRGUNDWATE2TA6LE, G.�S.S. 6.3.4&6.3.5
SECTION SEE SECTION C222
Nrs � � DRN�AY
OVERFLO� ��yy� ���%�
y ��7��/�����/A�,
� uo�w+svour ��///A///AA�j/�A�j/AA�j/AA�j/AA�jA 6"MIN. ��AA���AA/��AA��������\��A��.
\>�A.�A.A./.�/�\�V A�iA�iA��VAi��A�/�
��o� cnTcnmsin 3/4"T01-1/2" �/ � %��r.vi�
�AR°oa"�") WASHE�DRAIN �%j�// 18"MIN.
����� ROCK V�j� NOTE:
_ rw'w �� �r � SEE 0.223 FOR
oowrvsrour MIN.1'A60VE TRENCI I LENGTI IS,
- SEASONAL I IIGI I TRENCH SPACING AND
asiHaioirvn�a GROUNDWATER 2 M�N' SITE LIMITATIONS
No�ciuEo
i;•-a^wnsueo TA[3LE.SEE
P���� DRNN ROLK SECTION C222
Nrs X-SECTION
NTS
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