HomeMy WebLinkAboutRC 20260506000690Instrument Number: 20260506000690 Document:COV Rec: S314.50 Page-1 of 12
Record Date:5/6/2026 1:32 PM
Electronically Recorded King County, WA
Return Address:
City Clerk's Office
City of Renton
1055 S Grady Way
Renton, WA 98057
ON-SITEFOR INSPECTION AND MAINTENANCE OF DRAINAGE FACILITIES AND
Grantor: Joe Bernasconi
Grantee: City of Renton, a Washington municipal corporation
Legal Description: Lot 2 of BLA recorded under recording NO. 20240216900003
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
Assessor's Tax Parcel ID#: 1828700020
IN CONSIDERATION of the approved City of Renton (check one of the following)
® Residential Building Permit ®Commercial Building Permit
[:]Clearing and Grading Permit ® Civil Construction or Utility Permit
for Permit(s) B26000445 (Construction/Building/Utility Permit#) relating to the real property
("Property") described above, the Grantor(s), the owner(s) in fee of that Property, hereby
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:
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 N/A (Project
Plan #) on file with the City of Renton and submitted to the City of Renton for the review and
approval of permit(s) B26000445 (Construction/Building/Utility Permit#). 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
Pagel of 12
Instrument Number: 20260506000690 Document:COV Rec: $314.50 Page-2 of 12
Record Date:5/6/2026 1:32 PM King County, WA
treat stormwater on the Property. On -site BMPs include dispersion and infiltration devices,
bioretention, permeable pavements, rainwater harvesting systems, tree retention credit,
reduced impervious surface footprint, vegetated roofs and other measures designed to mimic
pre -developed hydrology and minimize stormwater runoff on the Property.
2. City of Renton shall have the right to ingress and egress over those portions of the Property
necessary to perform inspections of the stormwater facilities and BMPs and conduct
maintenance activities specified in this Declaration of Covenant and in accordance with the
Renton Municipal Code. City of Renton shall provide at least thirty (30) days' written notice to
the Owners that entry on the Property is planned for the inspection of drainage facilities. After
the thirty (30) days, the Owners shall allow the City of Renton to enter for the sole purpose of
inspecting drainage facilities. 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 drainage facilities 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 (15) days of receiving the City's notice of inspection. Within thirty (30) days of giving this
notice, the Owners, or 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 drainage facilities without further notice.
3. If City of Renton determines from its inspection, or from an engineer's report provided in
accordance with Paragraph 2, that maintenance, repair, restoration, and/or mitigation work is
required to be done to any of the drainage facilities, City of Renton shall notify the Owners of
the specific maintenance, repair, restoration, and/or mitigation work ("Work") required
pursuant to the Renton Municipal Code. The City shall also set a reasonable deadline for the
Owners to complete the Work, or to provide 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 drainage facilities unless an engineer's report has been provided verifying completion of
the Work. If the Work is not completed within the time frame set by the City, the City may
initiate an enforcement action and/or perform the Work and hereby is given access to the
Property for such purposes. Written notice will be sent to the Owners stating the City's
intention to perform such Work. This Work will not commence until at least seven (7) days after
such notice is mailed. If, within the sole discretion of the City, there exists an imminent or
present danger, the seven (7) day notice period will be waived and Work will begin
immediately.
4. The Owners shall assume all responsibility for the cost of any Work, or any measures taken by
the City to address conditions as described in Paragraph 3. Such responsibility shall include
reimbursement to the City within thirty (30) days of the receipt of the invoice for any such Work
performed. Overdue payments will require payment of interest at the maximum legal rate
allowed by RCW 19.52.020 (currently twelve percent (12%)). If the City initiates legal action to
enforce this agreement, the prevailing party in such action is entitled to recover reasonable
litigation costs and attorney's fees.
5. The Owners are required to obtain written approval from City of Renton prior to filling, piping,
cutting, or removing vegetation (except in routine landscape maintenance) in open vegetated
stormwater facilities (such as swales, channels, ditches, ponds, etc.), or performing any
alterations or modifications to the drainage facilities referenced in this Declaration of Covenant.
Page 2 of 12
Instrument Number: 20260506000690 Document:COV Rec: S314.50 Page-3 of 12
Record Date:5/6/2026 1:32 PM King County, WA
6. Any notice or consent required to be given or otherwise provided for by the provisions of this
Agreement shall be effective upon personal delivery, or three (3) days after mailing by Certified
Mail, return receipt requested.
7. With regard to the matters addressed herein, this agreement constitutes the entire agreement
between the parties, and supersedes all prior discussions, negotiations, and all agreements
whatsoever whether oral or written.
8. This Declaration of Covenant is intended to protect the value and desirability and promote
efficient and effective management of surface water drainage of the real property described
above, and 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.
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
Drainage Facilities is executed this 1st day of April , 2026
G OR, owner of the Property
STATE OF WA-
COUNTY OF *+P+ )) -,- )ss.
GRANTOR, owner of the Property
On this day personally appeared before me:
to epki B rrn' ?' S�On i , 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
E�Hr Sp KAYDON FRIG
Notary Public - State of Arizona
\� t ,4AMCOPA, COUNTY
2027
20
7
Printed name
Notary Public in and for the State of
A' �kyns+mg# ; residing at
L,3-go F ind;c�+� S1kooi (d�¢Q►��C,,t2 �65ot b
My appointment expires j-V Ae,
Page 3 of 12
Instrument Number: 20260506000690 Document:COV Rec: $314.50 Page-4 of 12
Record Date:5/6/2026 1:32 PM King County, WA
Exhibit A - Site Plan
FOUND CRONES
PK NAIL
SET (03/22) 1V89°57"38'E(3LA) 101.16'(BI,
-� 6' I
(ROOF OUTLINE II',
o FTG DRAIN- I'
� CONNECT
�o I TO CB2 I
I
-� ROOF DRAIN Ij
.,EWER MANHOLE ---/
RIM=266.43'
N 10"CONC. IE-254.03'
S 10"CONC. IE=253.93'
5' EASEMENT FOR
UNDERGOUND
ELECTRIC SYSTEMS
FOUND CRONES \\�f
PK NA:L SET (03/22)/-I
FIN GRADE 268-
265.00
I
' CONC
II DRIVEW,
I IL —
Li�
CONNECT Iij PROPOSED HOUSE_ !lipOR 1
m,I TO CB2 MAIN FLR = 265.68 12265.68 h)
WILLOWIi r
o II i iii"
PARO 14"265.681; 6q-- 15' DRIPLINE
Nag°57'sa'E(BLA) 101.16'(BLA)
.J
� --- MADRONA �
-- : 8" DISH
15' DRIPLINE
OWNER1� 10LF PERFORATED STUB OUT
_-- -- CONNECTION PER CUR STD PLAN 263.40
JOE BERNASCONI O2 CB1, TYPE 2-48" (PUBLIC) /
RIM=265.7±
EXIST IE 12" CONIC N S - 2 + V
I �
I I
� I
25'li
I I
I I �
I � �
v I I
I I �
I �
I I
SET TB3
EL.=265.94' I
'\
- I
� I I
V C)
m
I '
WI
I
Li
CB1 QII '
QS
m
2 C) l
W
Lu
N
0
III
7_ I I
NW
li
Y
z
Ii
II
25'
SITE A�®RESS
. ( , )- 57.8-(
ERIFY)
— ----
NEW IE (8" PVC W) = 260.7±
I
1607 KENNEWICK AVE. NE
SEE COR STD DET 201
-------------- --
—
RENTON, WA 98056
O CB2, TYPE 1 (PRIVATE)
IMPERVIOUS AREA (EXISTING)
RIM=265.8±
LOT AREA
ZONE
IE (8" PVC E) = 260.8±
IE (6" PERF W) = 261±
EXISTING CONIC. SLAB
R-8
SEE CDR STD DIET 200
EXISTING CONIC SLAB
9 8101
LOT 2 OF BOUNDARY LINE
ADJUSTMENT RECORDER UNDER
RECORDING NO. 20240216900003;
SITUATE IN THE CITY OF RENTON,
COUNTY OF KING, STATE OF
WASHINGTON.
(Y
TOTAL
% IMPERVIOUS AREA
IMPERVIOUS AREA (PROPOSED)
LOT AREA
ROOF AREA
DRIVEWAY
PATIO
TOTAL
% IMPERVIOUS AREA
MAX. 65%
6069.00 S.F.
254.00 S.F.
100.00 S.F.
354.00 S.F.
6069.00 S.F.
2797.00 S.F.
557.00 S.F.
124.00 S.F.
3478.00 S.F.
57.31% S.F.
DRAINAGE PLAN 15 30 60
z -
SCALE : 1 " = 30'-0"
Page 4 of 12
Instrument Number: 20260506000690 Document:COV Rec: $314.50 Page-5 of 12
Record Date:5/6/2026 1:32 PM King County, WA
Exhibit B - Operations and Maintenance (Perforated Stub -Out Connection
z
CD
z
0
Ltj
UJ L6
0
0
Cr
>
0 - C"I
pf
z
cr)
A (D
D < 0
z
<
z D_
<
U_
CD
W Q
0
z
CD
Q0
w
2
_j
() (1)
Z
'1 0
z
(N
0
0
Lli
T_ Uj
z
o
0
z
0
z
<
__
w
tr)
M
W Li
C)
0-
D
Lli
jj
z
j
LLJ LJ
LL
LZ
LD LIJ
LIJ
U_ Cl)
z
U'J
—Z
<
,I C)
0
0-
Li
0
LIJ
o
z 0
z
Lli
Z� LL
ne
Lli
- a0
z
C)
4
T
I
All
0
Z
LIJ
C_ CD
N
-F
3:
C11
C)
UJ
0
Z
<
<
LU 0
T
Elf
f 1
i
. .. ..
CD
A
D
0
0
0
------ r
LL
LLJ
D w
L
0 w
z
0
9��
co
LL
0
Instrument Number: 20260506000690 Document:COV Rec: $314.50 Page-6 of 12
Record Date:5/6/2026 1:32 PM King County, WA
Exhibit B - O
rations and Maintenance
lij
�>
ow
U)J ❑
0 o
z
u� a ___-
c
It
r�
O
Cl)
n
U�
7 �
O d
w LY
< W
O
I Cl)
� LLI
[LU)
z
w
us
T
Cr
w
rforated Stub -Out Connection
OIJ �
u
J
<L M
z `r
O~
co Cr
w �
v) d
>
O z
QO
4-- O
z
1,
Instrument Number: 20260506000690 Document:COV Rec: $314.50 Page-7 of 12
Record Date:5/6/2026 1:32 PM King County, WA
Exhibit B - Operations and Maintenance Perforated Stub -Out Connection)
LL
0
LL
U)
D
0
w
D
M
0
U-
0
LL
cfy
LL
00
U5 w
�
Lli
W
LU Z
w 0
0 F�
L.L ry
T- 0
z 0
w
W
LL
W Q�
Jjj D
U- Cl)
CD 00
D
LU 0
M >
0 L
w
w
>
Z F--
LJJ <
-J Z
z
z 0
w z
rj� LL
F- 0
w
LLJ
02
<
z Lli 2
0 ) LL
Z (1) <
z CD
C:)
0 L--� 0
ry D L6 w
0 CL
X z w
(D < w
w cc T-
2
00 w
T- ly
z Lij Lli
x D 0
LU ry, (if
-i
CL 0 <
LL Cl)
z < 0
00 w Cr
G�
< 0
(n LY
D Z D Lij
< (D w 0 H
Ui- w
w (D > ix M
< LU <
a- - W
z Ir 0 < LLJ w
Q�
U -i :�-- �! I <
0
L.L z
0 w LL
Cr- LL0 L,z 0z W
0 Z
LL ::) -j cr-
i, F- Er Z — L)
0LU .7-0 >
LL C) — <
.
<et
Cf w Ll-
U- < G Uy LIJ
o U
0 <
Z C:) (F) a-
0 W
r — LIJ
Fz z 0 as
0E-0 < W
M
F - 7) cor WC)
CO
z LL T-
0 W <
D
w cr_
D < 0 Uj
0— -j -r an
Z — <
w Q ly <
Q� 0 W Z LIJ
<
z 0 _j 0 < <
LL LLJ C�
0 CO 0- C)
D
-j 0 LL
< LU 0 5; of
U� 2 T W UJ
cr-
Uj cD CL
Z a
L.L rr W
<
Z— 03 < 0 (.) _3
vi I —' Cv (n
Page 7 of 12
Instrument Number: 20260506000690 Document:COV Rec: $314.50 Page-8 of 12
Record Date:5/6/2026 1:32 PM King County, WA
Exhibit B - Operations and Maintenance (Catch Basin - Private
EXHIBIT B - OPERATIONS AND MAINTENANCE
4 >
FRAME AND VANED GRATE
n Jo..
1"_ 2" a,, 6". i..". OR 24"
a
ONE 93 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY).
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
C
/VO
#3 BAR EACH CORNER
#3 BAR EACH SIDE }
#3 BAR EACH WAY
PRECAST BASE SECTION
UNLESS OTHERWISE NOTED, DRAWINC IS NOT TO SCALE (NTS)'
CATCH BASIN TYPE 1 - PAGE 1 OF 3
Page 8 of 12
Instrument Number: 20260506000690 Document:COV Rec: $314.50 Page-9 of 12
Record Date:5/6/2026 1:32 PM King County, WA
Exhibit B - Operations and Maintenance Catch Basin - Private)
43 BAR HOOP
Pi3 BAR EACH
CORNER 18" MIN.
SEE NOTE 1
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
i2„
ALL METAL PIPE
15" v
CPSSPI'
STD. SPEC. 9-05.20
12"
SOLID WALL PVC,
STD. SPEC, 9-05.12(1)
15„
PROFILE WALL PVC,
STD. SPEC, 9-05,12(2)
15"
CORRUGATED POLYETHYLENE STORM
SEWER PIPE
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
CATCH BASIN TYPE 1 - PAGE 2 OF 3
Instrument Number: 20260506000690 Document:COV Rec: S314.50 Page-10 of 12
Record Date:5/6/2026 1:32 PM King County, WA
Exhibit B - Operations and Maintenance (Catch Basin - Private
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION, WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 15'
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1 H!24V OR STEEPER.
6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20.3(2).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS. RISERS, AND
FRAMES.
9. MORTAR SHALL. BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS,
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11, ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
CATCH BASIN TYPE 1 - PAGE 3 OF 3
Instrument Number: 20260506000690 Document:COV Rec: S314.50 Page-11 of 12
Record Date:5/6/2026 1:32 PM King County, WA
Exhibit_13_-_Operations and Maintenance (Reduced Impervious Surface)
MAINTENANCE INSTRUCTIONS FOR REDUCED IMPERVIOUS SURFACE
BMP: RESTRICTED FOOTPRINT
Your property contains an on -site BMP (best management practice) known as "restricted footprint,"
the practice of restricting the amozart of impervious sui face that may be added to a property so as to
minimize the stormwater runoff impacts caused by impervious surface.
Itylc 1,11k0T1
The total impervious surface on your property may not exceed 3,550 square feet without
written approval from the City of Renton or through a future development permit from the City of
Renton.
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.1.3.4 of the City of Renton Sulfate YVater 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.
11 of 12
Instrument Number: 20260506000690 Document:COV Rec: $314.50 Page-12 of 12
Record Date:5/6/2026 1:32 PM King County, WA
Legai Qescriptio
Lot 2, Cresent View Addition, Volume 97, Page 49, Except The South 1 S' Thereof.
Situate In The County Of King, State Of Washington
Page 12 of 12