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RECORDING REQUESTED BY AND
WHEN RECORDED MAIL TO:
CITY CLERK'S OFFICE
CITY OF RENTON
1055 SOUTH GRADY WAY
RENTON,WA 98057
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DECLARATION OF COVENANT
FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS
Grantor: S 1 WASNiNG7To COePoRAT,ON
�Gt)7T �bntt]C�H HOMES, IN .1
Grantee: City of Renton
Legal Description: LOT 9 i BLOCK 1, STEIZAFI's U'L,NLAND AG2E /LHGTS
AGGoeDi n1Li T THE PLAT 7;E2FAF 'REc.oGDEO IN VOLur»E I/3 o f RATS,
PASTE 17,eggcoe.Ds OF 14)N6COunrry1 LOASHINE,TO1•1. 8ITOAf6 IN THE eWb)TY
OF Alma. STAre of WHSHINGITON•
Additional Legal(s)on:
Assessor's Tax Parcel ID#: 7 01 / /0 " 004 a Ne V" fi612111 smitx. ?tile
3506 N6 ` 5k
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
sort subdivision permit for Application File No. LUA/SSP- 13 -001131 relating to the
sprit P a` 3 -4-10
real property("Property")described above,the Grantor(s),the owner(s)in fee of that Property,hereby
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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 13THday of iEC.EM 3E . , 20 /3 .
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GRANTOR, owner of the Property
GRANTOR, owner of the Property
STATE OF WASHINGTON )
COUNTY OF KING )ss.
On this day personally appeared before me: SC.orr 'Th OM o&-1N to me
known to be the Pees'DEMI- of Son 77- Tho NOelH NomEs,
21Jc.j Pt t.JASH►NG-+TotJ Coep02AT/DtJ described in and who executed the
within and foregoing instrument and acknowledged that they signed the same as /4/3 free and
voluntary act and deed, for the uses and purposes therein stated.
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Given under my hand and official seal this /3 day of CEMBER— , 20 /R .
.•\‘\\\\11Iiii
L. Cyr)II!
E /
,4rift)
1%, M I C H ELLE L . eHOAT/
_ ("1
Printed name
2S
Nh NotaryPublic in and for the State of Washington,
� ,
� � � 9
_��/,. •`-lisp, residing at TELLE.VUF
►I�Ittt`\\\`\0��� My appointment expires 004-1//la,/,P014.
C,2.11 PERFORATED PIPE CONNECTION
❑ TEXT OF INSTRUCTIONS
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.
FIGURE C.2.11.A PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RESIDENCE
random fill
6' : r :�i<`i'(-:;<<;k, filter fabric
7, r ., c, .. _ i 6°pert pipe
18"min _," ,' `b Hca c' Li
T ' n —1 1�`a 3/4"washed rock
y_. n� .>
cc. i/on
D Li
Q .rO .. CC V "G.,
3ra :-b`, G� n" n_BV
-..--24" min ►I
TRENCH X-SECTION
NTS
slope —►
. to road
drainage system
2' X 10'
/level trench
wiperf pipe
PLAN VIEW OF ROOF
NTS
2009 Surface Water Design Manual—Appendix C 1/9//009
C-81
' C.2.2 FULL INFILTRATION
FIGURE C.2.2.0 TYPICAL DRYWELL INFILTRATION SYSTEM
Roof Downspout
House
/ Catch Basin
(Yard Drain)
Roof flow
Downspout
0
DRY WELL 48 Inch Diameter
Hole Filled with
PLAN VIEW 11/2-3"Washed
Drain Rock
NTS
/1 Roof Downspout
Mark Center of Hole
House / with 1"Capped PVC
% Overflow or Other means
1 Splash Block Topsoil Flush with Surface
. . ► IJ,fa l r111 ' r,rril,v,l,lrlll i'
r7, 7 = -,u.•�•., ..-.._ . 1'min.
)i 1-,.:,,4_....,,..,..,-
• o uC='
Fine Mesh Screenflow
I Min.4" •dia. :,-.w)0.. cs. „YsA:uG Y ,,c;�
PVC Pipe t11 � •;ci:, ..e;C,;
Catch Basin ',..-.3„*.-
. E�,
(Yard Drain) kyr ,3.
rj
;'A 48 Inch Diameter "1` Varies
Sides of Hole - 1: Hole Filled with
Lined with _ . 11/2-3"Washed I)
Filter Fabric .
y Drain Rock ..1
%l;
15' min. ..: m1. tf-''
Min. 1'above Seasonal
DRY WELL High Groundwater Table
SECTION t
NTS
2009 Surface Water Design Manual—Appendix C 1/9/2009
C-47
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STORM WATER STANDARD PLAN NOTES
WATERFL...1 I TIE.ROTES St.APP.,ON PROJECTS FOR DE SURFACE zz a STIR-am SwaE OE PRNATELv OWNED Na.INTANED BY ME LOT/11OuE
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1.1 1•07
Of
DEVELOPMENT ME w r,ssoomoa WORKS
DA ` rC)am[A 0a
TO CORRECT ANT ERROR. �xORV N ROM 47.3RECUR
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TIESE PUNS,Ill CORRECT°.SPAM RE.NO.01110.°COST Y r LIABILITY MM..SR.e[SUBMITTED P3 THE an POOR,°CONSTRUCTOR PM. 1."'""':-.2=7"'""n4:7.1"'"°:,.:::=-"""MI CM
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OF Rx, • MP/RILE, TM [PROPER °
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W° ON THE R EDx R°[R°x
0 IS ADEQUATE SAFEGUARD.SKEW
APPRO.. WROTEN PON ° [ & m7n=RTE µ ` acm AIRZE � O rTMM°NT ''. ,� ' 1ETOTATD .aPw.E . � ��% T.R=711
w on' a • D xR Dn RW �rv � �� . .PP.
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..''''''
w.rzR racurrts Ulm s 133' 1ST ,i 0CEMENT CONCRET gDRIVEWAY ENTRANCE
AV
Arrc,r)• aiarvnwa r,„„z eCw°[Sw.M DE R.....Nm COMPACTED TO -2•1_,..®[gyp WI CO,
APPROVED PESRR[D IN ACCORC CE W.MN CM a sO cuss i'vTs�a uoxcxnE
COMPLETED_.RENTON TR..r.POMO.FOR _K R^71 PRNR r.DDEnwT=14 TIM RIToRE OETERIAINED BY xCOURSEDDry R-31 1005
A NE TM STREET mu:,CONDITIONS
N1-4,7,, rACM16 MOs, ,r LirvonwgID,xµFnomA�VA7proZ 720 E Z.L N.T.S. ��
IS,,,A,LclaMS°NO APKIRTERMICES SW.BC WO ON THE PROPERLY PREPARED FOUNDATION IN
ESS E .TD EODx ZIELT[DRr• ,.rAALL
.1.OLDO�n BETTER RM 1 ro,u.F.Anx,,....,�w.,.,..,,M.a,er..�„„,....�i --- ----SS--,I =E
THENT
”a FI:ESiFir'ail;ed.:+71171'1'.7;170 FEI II 0'01WS LAV's<g T E° "w•Cm."1:rd ,
19.,. DE PLACED IN ACCO, c R TABLE -.. tak__-_ESSED 0 10 PIET BROW PAVERINT LEVEL I ' "� •jy ...�C.„,....,,o.......a,,.Trrv....w.. ...�.e...a ,.
e;2 O
TOR ER'S.PROTECTIONPE° OF ROAOOF SOU.O..,PO.PLACED TO A DEPTH Of 0. i °s. uE REWIRED.MIST MELT IEDN E m �� I ` ~ I r 'W
ILEVR_ %:PPAss,`: .•.....r ... \ PAPE cw�tE"c�°o 'iw) I ._L arts.`..�.... 's�l
R x / - ” .•—L. - ir s I . sx�iE�t _ II "I+
u mss • :MarPvx Mx'SER anxlEiC LTR.5.14 unp E v to 3- r-�.42.,.. ' / u[n TnCxc \ `••., O
ANA ZTTADJU/'m.mx.xi.w AS-FARET puwa Or ms OMPUG[SrmM ITU.OE ''' w..•''. ; I / ,o x(Fro) \ z(ryp)POED ISE[SML-SELffitl
WTSWO to fwrno NTRI.TU DB.TIP my Trio a TVI`c vonuc io,[R Y '! (' vNTS
r:-. IIMIN
alti::
D IVEb rc D_R 3 E xD��s°Rr E�E��s«.t'rcItg D L ;:• . .... I=--=--17.7-'''
Erail.::::::
_, ,RE NPR DEL.LEFT hAN WQW!<84OI
11.1414.0a0.1411.aIEOO w xR TYPICAL HOUSE AMP PLAN [ -ST
• x wnM m Ox CRAWL SPACE ELEVATION TO BE
IC raR DPu1uR SYSTEMS DESIGNED TO
ABOVE
��OVERFLOW ELEVATION� OF TRENCH
rEr�alr/R xAcr s x Banc rrovEORmwqurtui[s(.rs[ww.co.Wr. m•,•••-,••••y.",••c `- ••,, LUPE'' Prn aw.1EO'vloNrt C wiET• c OTE Cowmo �•••••w•-••••••• c., „®
TDCPrpxE.TEu swell. nTtalrx [D AS PACO Or.7011TIP" xorn
GRAVEL-FILLED TRENCH-UNITED INFILTRATION PERFORATED PIPE CONNECTION '
OE OFFE ENGINEERS �y_r'9 _ =w^^^•^. " vE �_�- Pn CITY OF NE7TMNORTH SHORT PLAT o/y/ar
39s5 E STI5INE W P y ..
ga.��� KflRVDEVELOPMENi,LLC
RSMDµWASHINGTON 9BD5! " AA RENTON
PHONE:�s.Ttoatx T§;44 1 DETAILS
COM'ACC DARRELL OFR,P E. h%... pw weeW/U.Ia.D/waN wen.D.P1. 3506 NE 71h STREET
12/19/2013 RO REVS.° ED DATE /PPR — -,www.
cg-2.3-710os IDIEITIA I LIS
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EXISTING UTILITY,X111,014LSIVITIZI=Iggr..„
Foj FIXED OBJECTS SITUATED IN THE LOCATION TE .•in E
AND
OF THE PROPOSED ACCESS MUST BE c IPx w HORIZONTAL LOCATION or ALL EXISTING UNDERGOUND
T
RELOCATED AFTER OBTAINING OWNER APPROVAL IIT OF ALL
TRENCH
'TRENCH RESTOPATGN DETAIL
lii �;�A NOT Mx INT IR PROPER LOCATION. °A UTILITIES4[F Y L6 a°uF i I—__ BEFORE WTODID, R�-.z.-ees]
--
LNO INDIVIDUAL DRIVEWAYS WILL BE caL
a- ALLOWED OFF OF NE 7TH STREET
V Ir
a III I
r III
I " 'Ec hiRai IR'cno 4i I
EC ADA COMP..ASPHALT RGR
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= ALL UTILITIES SERVICING O" 'zO-' WEST ENO OP SIDEWALK �_
,P THE SITE SHALL BE • "' rvaeS010''r LT.
F UNDERGOUND 00.00-]0 NW, O€R_iSt0 AS i,�EDnuo SMOG
N
O
E-Oea'BO:ii Ef i� v.sO
O ___Ss__ IE-iee o.a satsn_oryt °LEv-aveaD
I �'^SLOP e
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8
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LOT DRAINAGE NOTES ——---- ;�� , _ --v z- -. \ -----� ).. 7If"
W CRFE FAMILYR[sNDExcEs AND OTHER PIiL IMPROVEMENTS
LINE RPWNCNRURaL BEBS0 ON'HE Corn \�_ �_T ___3__ ___may___�._OLYMPIC AVFNU&, ____0 cs 4 Q,
Z EMEHi PW,CLICE9,00 LISTED IN THE TABLE 1,1%1-.2E%,
s wF:LLA As 500 t'^ _ N_ _R _�__ _��C N_ 7STIPUTAION t
DECWALION OF CovE,LA AxP GRANTS of FASEUEr. N TNUS �I�.: 1 M_J __ s♦� J
LRM NUMBER SEE s ADDRESSED IN THE SINGLE COM L RCE
PFOR THE ERMITS LOT DRAINAGE REVIEW'WHEN B TAILS IS FILLED RESIDENCE EGGING ` I l�IE-Je9 e x�M F wM-
MAST BE
SHEET 5 FOR DETAILS FAMILY
ERFPR A BUILDING PERMIT
_
-
E� 'lF-- t47 L !�
P TYPE
yf D e �IE_,DD]D,e- �IEBD,PD,P
PERE P f CONNECTION
0,5'GGVEE fILLEO TRENCH
.'ROP D TIIM E FMFHT �zl. .e'WOOS,DD. . ,
]• PERE PIPE ONNECTIVEL GEED TRENCH gg N I �_
COMPLANCEX LH THE BMP FEWIREMENT MUST BE
CENTER 2O DRIVEWAY APR A v 8x
TI,SINGLE FAMILY RESIDEMAL BUILPOgNG P f' aw n •
STt / V 'ht
ORANGE REVIEW,AIEu AN APPLICATION IS MADE SwCIE 3— 'G
t.FAMILY L NOMINAL
LOW THECONTROL
.14 THE
TALL BE OVA A PERFOW TEDPIPPE CONNECTION. GE SYSTEM ,e' ` . 4�
OwNED�MAINiuuEp AND EFPi`H LODOP REPAIR BY EACH `1•C�]� aP 4 aP .. J;'
TD RETAIN GNDs.,, ,„ •-,36(1111111 ► , ,+,
DMP',]WALL BES RDDFD �'. 411,00:',F
►=�rk swoop
Air
OL "' ti�
"4- `�1 LE tuzkMLM r.,-, t
16 y
26'ACCESS de UTILITY 1 IT C
%v fi
EASEMENT IV'. IFM . y8M A
w; Ila J GRATE-� T .;,f ! �
- GRATE-m..12,z A I
l' „"' .TFuNG
I
wl ,5.0. iia „S B 11 Y $ 8 \ DMEPAD iE, R-311004
EAST END Am OF SIDEWALKSPHALT ' is —
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'i"SS ,Fe:,' s,i':,,:,"i;:.." Oas,. „I __—_____- Glib PRNVAT sccn s GRAPHIC SCALE
VERT.CURB \\ 1l o ,D zD O
k GUTTER \ 4ME NT-CLA "B'ASPHALTIC CONCRETE G ”' _ -- -ti OTIC -----'_'---_-- Ca IF---1�-FM—_i
PAVEMENT-Z-]'LIFTS REOUNRED j,
L DUN.CRUSHED SURFACING TOP COURSE 090 i ___ _ ]80
CRUSHED SURFACING DOSE COURSE TO 9E
w. I _ P�9 LL L '�� RPV
DETERMINED BY FIELD CONDITIONS FoR
INN __1_-_-- __- -- r - ...hal
OLYMPIC AVENUE NE 'I .�" _----_--DSE¢ss--+-----"-{: s
TIL ,,R��:.,' -------
'AU OLYMPIC AVENUE'NE , en e-u '
OE OFFS ENGINEERS .74:44''''''''''. BB]D z£s"' W,..,D,,
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TRENTOVm `� 2 Ts sD" ..�® , REN TON KRRV DEVELOPMENT,LLC '
e WASHINGTON Re45v rte, " ROAD/STORM PLAN/PROFILE
PHONE...4604m GOOOoU ' IiiiiIIIIN .I D/ y/ 3508 NE 7th STREET
Cir la
CONTACT DARRELL OFFS,Pe hfEi'ei k xO REVISION BY GTE ,PPR �'�' F
• CD:R""i7lo-o4 I I I I R❑IAD