HomeMy WebLinkAboutRC 20200902000700 Instrument Number: 20200902000700 Document:COV Rec: $111.50 Page-1 of 9
Record Date:9/2/2020 11:11 AM
Electronically Recorded King County, WA
Return Address:
City Clerk's Office
City of Renton
i055 S Grady Way
Renton,WA 98057
DECLARATION OF COVENANT
FOR INSPECTION AND MAINTENANrE OF DRAINAGE FACILITIES AND
ON-SITE f3MPS
Grantor: Quadrant Corporation
Grantee: City of Renton, a Washin�ton municipal corporation
Legal Description: Lot 6 of Lakeview Crest Subdivision
Records of King County, Washington, Recording No. 20190705000120 Vol. 289 Page: 19
Assessor's Tax Parcel ID#: 414480-0060
IN CONSIDERATION of the approved City of Renton (checkone o}'the}'ollowin9)
❑✓ Residential Building Permit �Commercial Building Permit
❑Clearing and Grading Permit �Civil Construction or Utility Permit
for Permit(s)B20000950 (construction/aui�diny/uti�ityvermit#)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:
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 R-3934 (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) U 1 6006676 (Construction/Building/UtilityPermit#J.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 9
Instrument Number: 20200902000700 Document:COV Rec: $111.50 Page-2 of 9
Record Date:9/2/2020 11:11 AM 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. Ciiy oT Renion shall have ihe righi io ingress and egress over ihose poriions or ihe Properiy
necessary to perform inspections of the stormwater facilities and BMPs and conduct
maintenance activitiet specified in this Declaration of Covenant and in accordance with the
�enton Municipal Code. City of�enton shall provide at least thirty(30) days' written notice to
the Owners that entry on the Property i�planned for the inspection of drainage facilities.After
the thirty(30) days,the Owners shall allow the City of P.enton to enter for the sole purpose of
inspecting drainage facilities. In lieu of intpection by the City,the Owners may elect to engage
a licensed civil engineer registered in the state of Wathington 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�enton within
fiif�een (i5)days of receivin,g the City's notice o�'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 9
Instrument Number: 20200902000700 Document:COV Rec: $111.50 Page-3 of 9
Record Date:9/2/2020 11:11 AM King County, WA
�. Any natiee c�r ccsr�sent req�€red to �re given c�r otherwise pravided far by the g�rovisians of this
�greec�rent sha�l be effective upe�n�aersor�a�eieliveey,ar three(3)days afte�rr�ailing by Certified
Niail, return r�c�ipt r�quested.
7. Wi�h re�ard tc�the ma�t�rs addr�ss�*d her�in,this a�reement ecrn��itutes the�ntire a�reemen�t
between the parties, �nd supersedes �I� �►rEcar discussions, n�gcs�iatic�ns, and �II a�r��m�nts
whatsaever whether oral or written.
S. This Declaratic�z� crf Ccr�+enant is intended tr� prc�tecfi the value and desiralaility and promr�te
efficient and effectirre management of surface wat�r drair�a�� cr�tk�e r�al property descrikaed
ab�ve, and s�a(I inur�tr�th� b�nefit c�f all t�� citizer�s c��'the�City crf��nt�n and its successc,rs
and ass'r�ns. This [��clarataan af Cave�rtant �hall run with firt� land and be binding upc�n
Gr�n�or(s),a�nd C�rarttar"s{s'}suecessors in int�^rest,�nd�ssi�ns.
�e This C�eclarat�on of Ccrvenant mar�be terrr�inated by ex�cr�ticrn of a uvritten �,�r�ement by th�
(?wners ancC the City th��t is r�carded by�in�Caur�ty in its r�af p�aperty recc�rds.
IfV WiT'NES5 WHEREC�F, this Ctecfa�ration �f �crve ant far the Ir�spectirsn and Maint�nance caf
C�raina�e Faciliti�s is exec�ted this d�y e�f __ _�«�. , ���
4aRANTC?Fi,o�wner of the Praperty �� GR�IVTC3R,c�wner of the Prc�perty
STATF QF WA.SNtPJ�T�tfV )
CC�UNTY UF �CING }ss.
C►n this clay persc�nally�ppe�re+� befare me:
� „ �. to me knc�wn to be the indiv`rduat{s)
described in �nd who executed the wvithin ar�d fore�c�in�instrumer�t ar�d ackn�wfed�ed that they
si�ned the same as the�rfree arrd vcrluntary�ct�nd deecl,forthe uses and ptarpases th�rein stat�d.
Given und�r my h�nd and er�=fic�a6 s��l t�is��day c�f wc'�.�?C�`����"�`"� , �p f '�
�-� � �
��,��.�e��e+��,"a��ltq�$�� ,. �! !" , a ' � �t..� � �
.,,"'� ��k,�� ���� ���t� ,�
� ,,.,,�avtaatt �". � �' /i�h.�.._, � . ��"�^
.� '�`�`•"�"",�ffi�1�1W�M°>lat��'',Ja�/� � :.� ,.,. G"
�;���� �������,�, � � f�r�ntec� n�m� �
; �u ��� �„ fVc�tary Pukslic in ar�d fo�th�State c�f
� �
� ; ,� " � 1J�ashir��tc►�►, residin,�at
� �
���r' ��`��� �� � �
�,��e,�,$d���„��������4��� � <_�� �� ��
� � �k�1L40l+:4ava.w"�" ti� ,�^� � ______..e._..�,.,.w.�..�......w..........�
�
�j���� '�°��"°� fVly appointm�nt expires ��'��"�""` ' �
d Y1P,�� �
���E 1���4�e.e,"��
Pa�e�Qf g
Instrument Number: 20200902000700 Document:COV Rec: $111.50 Page-4 of 9
Record Date:9/2/2020 11:11 AM King County, WA
EXHIBIT A - ON-SITE BMP SITE PLAN
TOTAL LOT/SITE AREA: 8,561 SF PERMIT #: B20000950
ADDRESS: 1 107 N 39th CT PARCEL NUMBER: 414480-0060
NEW/REPLACED IMPERV.AREA: 3,853 SF MAX. IMPERV. SURFACE ALLOWED:4,708.55 SF
ON-SITE BMP S USED: D ell for limited filtration, erforated i e connection
N 1°51'41'E 60.00' ��;? �
wall drain Storm � W
line � �a ��^ o
NO�THE LIMITS OF Ex. Wall � IE:62.6' N
CLEARING AND �
GRADING ARE THE � 7'-6
LOT L1NES.
2. MAX. IMPERVIOUS � � 27'-6° Rear Setback �'X�' Drywell
COVERAGE �SIII Setback avera Ifl ; 7' depth (detail C.2.2.C)
0
W/ FOOTPRINT �._.._...._ _..---..........__.___....._ _.._.___...__ -�,,� �
4708.55 SF - I �� ;;; � 2x10' Trench w/6"
� i ��� Perforated
c� i 370 SF - a Pipe (Detail C.2.2.C,
RENTON SHORT PLAT � ^ ��� u STD. Plan 263.4 & STD.
RECORDING �20190705000120 � � � Patio Below Q ' e Plan 226)
VOL 289 PG. 19 � i N
LAKEVIEW CREST LOT 6 ^ �I � � COv��Deck � ___ Q�l �� X ��
N �` � Catch basin
� I � , �
� �AC�Pad i ,i i��'� o ;�
z be ow �/� �� i', � �
�9 i� �'�� �' ��
i
��r��— �— �----� _.._ �� � I� �._�� '7
Uncovered Deck '' "' � ��
125 SF � I 45 i �, ..N a q
�` � ; - ----- - -- � l� I�� --- E;E�
—_
�
,i - - ' �� —F}�
- - = - ��.__ __..._?�J
� _ � � .
�I � i
Lot Size 8561 SF �I'' _.__
�_ __
---- ---...- I� ___--7 t
Footprint 2zos s� �'�, PROPOSED � i �
Porch/Deck ssz s� �i � n � i, Roof Overhang
rota� Coveraye 2571 SF I�,i 45'x75—4.25 ^ i Footing Drain
Lot Coverage 30 % J � �t�.�--
�,I ROOF=2747 SF � II W L i', Tightline (typ.)--
I � �
Lot Srze 8561 SF � i � SF i'�Downs out t .
�I COVERED — P � ��
9 2747 SF 4'
Roof Overhan — ---
Paved Areas 1106 SF � P�R�H I' — Footing drain
Total Impervious 3853 SF `a��� � 83 SF �I 23�-5�� � ' see std plan
Impervious 45 % a,'� �'� � `���, 263.4 StOfm
� � �,� ---�
W I
�' I Z% oo RD ,
I � 0'—�" Setback �I � � � IE:68.2
^I
�
� ---74 __..
L �.. _...._.. ___._.._ ..__—_—_— ___
� N �� Conc�te Drive
�� � � W 101 SF
Z ' �
_ `'�, —
N ����1� I o rn CL of N 39th C
— �`� � — �
LAKEVIEW CREST - LOT 6 Ni°si�4i°E60.16� J
� I Ex. Wall
c�� E_> ��.� �_�> -�-
SECTION/TOWNSHIP/RANGE: 32-24N-5E ��� rx� � � �'
� �������� ��� APPROVED BY: SCALE: 1"=20'
��� �� ��� � � 4 � �a (���� �
""�'"�"°�' „�„, � , �;���' TITLE: DATE:
Instrument Number: 20200902000700 Document:COV Rec: $111.50 Page-5 of 9
Record Date:9/2/2020 11:11 AM King County, WA
EXHIBIT B
Maintenance Details
DRYWELLS FOR LIMITED INFILTRATION (C.2.3.4)
Drywells 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 devise 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: ❑ 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 or through a future development permit 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 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.
Instrument Number: 20200902000700 Document:COV Rec: $111.50 Page-6 of 9
Record Date:9/2/2020 11:11 AM King County, WA
PERFORATED PIPE CONNECTION (C.2.11)
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.
1. The size and composition of the perforated pipe connection as depicted by the flow
control BMP site plan, Exhibit B, must be maintained and may not be changed
without written approval either from the City of Renton or through a future
development permit from the City of Renton.
2. The soil overtop of the perforated portion of the system must not be compacted or
covered with impervious materials.
Instrument Number: 20200902000700 Document:COV Rec: $111.50 Page-7 of 9
Record Date:9/2/2020 11:11 AM King County, WA
DRYWELL DETAIL - C.2.2.0
�
ROOF CATCH BASIN
DOWNSPOUT ��X��
HOUSE
FFE:64.66' 2'X 10'TRENCH
IE IN:62.82' W/6"PERFORATED
PIPE 36"DEEP 12"-18"DIA.
� FG:64.16' PVC OR ADS PIPE
IE IN: WITH DROP IN GRATE
19.36'at1% ���2��� 62.17'
„Y . >o
. ,r
oowNsaour IEOUT:82.82 � '�`�,,:r�w^
— 6"PVC �`; s^OveaF�Ow
FLOW PIPE �� OUTLETPIPECONNECTED
TO PUBLIC STORM DRAIN SYSTEM
6"PERFORATED VIA EXISTING LOT DR41N STUB
PIPE
7'x 7'SQUARE IE OUT:62.67'
DRY WELL HOLE FILLED WITH
PLAN VIEW 1}"-3"WASHED
NTS DRAIN ROCK IE:62.6'
STORM STUB
36"DEEP 12"-18"DIA.
ROOF DOWNSPOUT PVC OR ADS PIPE WITH
DROP IN GRATE
IE OUT: 62.67'
FILTER SCREEN RIM:64.01' 2'X 10'TRENCH MIN. OF 6"VERTICAL
PER STD.PLAN 263.4 W/6"PERF. RIM:63.81 SEPARATION BETWEEN
TOPSOIL P�PE INLET AND OUTLET
HOUSE IE IN:62.82' IE IN� e"OveaF�Ow
FFE: 64.66� FG: 64.16' 62�17 � OUTLETPIPECONNECTED
TO PUBLIC STORM DRAIN SYSTEM
.... . ,
VIA EXISTING LOT DR41N STUB
• __ _______ � 1'MIN.
ie:ss.or FLOW 21.62'at 3°0
19.36'at 1% MIN.6"DIA.
PVC PIPE IE:62.6'
DOWNTURNED IE OUT:62.82' STORM STUB
ELBOW �crEND STUB nraD
FINE MESH SCREEN 7'x 7'SQUARE - CONNECT USING
SIDES OF HOLE HOLE FILLED WITH �m� FILLINGS AS NEEDED
LINED WITH 1}"-3"WASHED > �
CATCH BASIN FILTER FABRIC DRAIN ROCK
70'TO 75'MIN.AS REQUIRED MIN.1'ABOVE SEASONAL
HIGH GROUNDWATER TABLE, MIN 7'
SEE SECTION C.222 T
�
SECTION
NTS
Instrument Number: 20200902000700 Document:COV Rec: $111.50 Page-8 of 9
Record Date:9/2/2020 11:11 AM King County, WA
CONFIGURATION ON SLOPING GROUND
�� �� �DOWNSPOUT WITH CLEANOUT FILTER,9HE DETAIL � � �� � p
CLEANOUT PER STD.PLAN 226.00 I@%
..,., _..._, _ ,...... ........ _�. _.. Ip
_ _,.,,,. .,,,,, �p�_.� 10'MIN.I.EVEL7RENGHWITH
,.. . ._._. _.,
--�W -� PERFORATED PIPE,SEE NOTE 1 �
,.._.__ . _ . . 5' .
._ ...... ,.__ . ......_. _..„_.., MIN. �.. �g
_. �� � Ip
„_.. .. ..�... . p
_.. .... ,._ �9�"' Ie
._. . .�._, .,.
� _..., .._.,�� .._�..�__ I�..._,.., A �1 _..__...M5N .__.__. o
� _ _ � ,. ` � � �
_ .. �
_ _w.w.. ._,... _,4. ... _..._,_._ ..._ �i...... � � a �
_.. _ _ � �
- .�.� ��.."` � .""'" � �.� G�EANOUT PER I �
.._ ........._ .., .,. Ip
_. ,_..... ... �_... ___.. .,... ._. �.., STD.PI..AN 226.00 —1—i►- IR
. _.. ... ,.,W �„�..��,�.� �.,�.. ,�.�,.��... ..�, �..�.:. p
�� �� � � � �TO STORM DRAIN SYSTEM I
__ � .�...m �,. .�, .o�,�, .,�..�.,. �,�„��.,.Wm�,.-»�4
__ _. �_...� _. �_...... ,�....._ ", b mm.,, �.xi
.„,.._. . .... FOOTING DRAIN BVPASS I �
� � � CLEANOUT PER IR
5' 5' �,J
. �_...,... ��.__ .. �.�__ �....,.-� M�N. MIN. I STD.PLAN 226.00 Ig
._.__ .. .._..�. � M.....
.. __ . ... Ib
........ ..._..�...._,_. __...� ,,.. ._... ........... ,. ,,, � ...._
ITO STORM QRAIN SYSTF_M �
�' DpWNSPOUT WITH CLEANOU�f 10'MIN.LEVEL�TRENCH WIT�H IN
� FICTER,SEE DETAIL '
PERFORATED PIPE,SEE NOTE 1 I�
� �� �a �� �� �� � �.��� �. ��� � �� �� � ���� o��� ��� � � �
CONFIGURATION ON FLAT GR4UND
PLAN VIEW OF PARCEL
COMPACTED TOPSOIL OR OTHER CLEAN FILL /
��
NON-WOVF.N GEOTFXTILE FOR SEPARATION 6"MIN.PVC "Y
ON TOP AND SIqE5 OF TRENCH PER WSOQT PFRFORATFD PIPE
SPECIFICATIONS SECTION 933.2(1)TABLE 3 PER ASTM D1785
� ,»� /�SOLIDSI
'---�-� - --- ---��-- LEAVES
` r'� C
` �,�.� 6 MIN����l t, eY r� \\�����\���\\�'"��� �.
�� }��7��•k )"��� . �� a ,:r FILTER SCREEN
�s°MiN �\V � f� �C ��Ca�Cxr,
,�, 1 112"-3!4"WA5HED �
\�EY�.�(A^�)..��„1�� �;y}�� �}�;C"�� DRAIN ROCK �
���.- ,�l �1�{'�,�1���^+ ��� "C7��"Y';J.r GROU D
��A,.--�,� �„)(•7�°l".����,"i4��''"�".)l��?�r.�+(y �
� �-.�.���.t
\ , ry\`�,�;��:\\�.
24"MIN.—�-I
UNDISTURBED NATIVE SOIL = TYPICAL DOWNSPOUT
MIN.1'ABOVE SEASONAL HIGH FILTER DETAIL
GROUNDWATERTABLE
$ECTIQN A
NOTES:
1. TRENCH LENGTH'f0 BE 10 FEET IN LENGTH FOR EVERV 5,000 SF OF CONTRIBUTING IMPERVIOUS SURFACE,OR 35,000 SF
OF NON-NATIVE PERVIOUS SURFACE,OR PORTION THEREOF.
GENERAL N�TES:
L WFII_TRATION TRFNCHES LIMITFD TO ROOF RUNOFF FROM SWGLF-FAMILY OR fIUPLEX HOMES OR TO CONTROL
BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION
CONTRO�PROGRAM(UIC)FOR OTHER TYPES OF RUNOFF MANAGEMENT.
2. IMPERVIOUS AREAS LARGER THAN 10,000 SF AND NON-NATNE PERVIOUS AREAS LARCER THAN 35,000 SF MAY REQUIRE
LARGER PIPE ANU SHOULD BE DESIGNED 8Y A CIVIL ENGINEER.
3. THE PERFORATED PIPE MAV NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25%.
4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REC]UIREMENTS.
UNLESS OTHERWISE NOTED,DRAWING IS NpTTO SCALE(NTS)
STD,PLAN—263.40
� Pusuc woRKs PERFORATED STUB-OUT ppPR E°:
� DEPARTMENT CONNECTION GAz �/z8/z018 I
DATE
Instrument Number: 20200902000700 Document:COV Rec: $111.50 Page-9 of 9
Record Date:9/2/2020 11:11 AM King County, WA
.n+""^
3/4"FLAT FACE GOTHIC
.�. . ��� ��"DIA—►� 5(�„
❑❑
y�0 O �
❑5"fORM L7 � 4„
���� �A`' � �&19115"DIA�-+-
� 8-1f8"pIA � L
16-1(2"DIA ��C`�
—(2)3/tl"-98 P,S SOCKET�-IEA[7 GAP 15"DIA "��^�[6/"--"�
(1)QPEN PIGKHOLE 1" SCREW(ALLENHEAD�W(WSHRS ��$
�N�A 8"UTA BOLI'CIRCLE
PLAN VIEW FRAME SECTIUN GOVER SECTION
GAST IRON PRRME AND PAVED AREA(TYP.)
COVER,SEE NOTE 3
, q2�� , , q��f , EXTEND CLEANOUT RISER
II"'�--�� f�—""� 2'ABOVE DESIGN PONDING
� �L EVA'I�ION Ok I'EF'PLAN FERNCO GASKETED
t'.., . , ..�, ......�...... QUIK CAP Oft SIMILAR
� � .��� �1 v DESIGN PONpING
, ,.,, ,,,., .,.,,�,.. EI.EVA71t�N A"STREAMBED COBBLES
s�c�.css a° ; :� !`� � PERWsoo'rs-os.ii�)
ASPHP.LT.SE6 NpTE A : ' � 'j �
i ` � ` ��... _ . Y�
��
�v ,� 4"CCIMPACTED SANI7 C9R }��
� �GRAVEL BACKFILL FOR DRAINS �`✓Q (����
;PERWSD6T9-0�.12(4) .��q�� o�OG
i I !�
CLENNOUT RI6ER,&EE NOTE 2 ������� I �I f I J I�
� I, t ��, 2 li�, �
� �� I ��,�i .���������
�i.i,_; I I�I. �li: il:.all�-i
CLEANC�UT RISBR, � �� "�- ''�F"�(
SOIL�TIGHT46°BEND 6EENOTEP �������I- �1����I�"
1� � � I �'��if I ' ��.'
WYE— / ��<C ..�� �. �t y� II : �i�
SQ(LTIQHT ��,1 �h � I�.'Y_I� �II � f I.'III�:
COUPLER � ✓� �\.,, ii��.'�� I �I�„�.i., '.tl.'�It
i �I��.��1 i . I I
i,� �
UNDF.Rt7RF11N,F0(ITINC� ' /, ��
DR41NCOlLECTOR,QR ��' � � \� � II.II�� �I��'����Ei- ��.,I(��,�.
ROOP 17I2AW COLLECTOR ��., � �\ , .,i 1,�;'s,I� I i I t i=���i
PtPE,9FE NOtE 1 {,���/ ��}.� :Z r I
��,� `� � . � ��p ', ( '� CLEANOUT Rl&ER LQCATED WITHIN
� I {�f'1iS �� ?� ���RETENTION PONDIN6 AREA
.r--�.,��?� ��1 I�I!II�,I{
TOOVERFLOW >C 1<<li��`'� ���
S7�RUC7UaE qR _` . . � , � '� � � ,�
BTORM MAIN \ �,'�
MECHANICAL PLUG OR
CONT7NWE0 CONNEGTIQN
TYPICAL CLEANOUT CQNFIGU[tAT10N
NOTES:
1. DIAMETER Td BE 6-INCHES MINIMUM PRIVATE,8-MCHE3 MINIMUM PUQLIC.UNDERQRAIN PIPE PER STD.PLAN 262.10.
2. CLEANOUT RISER SNALL BE SAME SIZE AND MATERIA�AS CONNECTED UNDERDRAIN.FOdTING IlRAIN C4LLECTOR.OR ROOF DRAIN CdLLECTOR PIPE.
3. FRAME ANQ GOVER SNALL BE EJ PRODUCT NO.003Fi7549B01 OR APPR4VED EQUAI.COVER TO BE LOCKING WITH ALLEN HEAD BOLT,MARKED"STOftM".
4. FOR f,IEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BII�RETENTION PONDING AREA,POUR 8"THIGK,2'z2'SQUARE CONCRETE
GOLLAR AROUND FRAME.CONCRETE COLLAR SHALI.HAVE A MINIMUM COMPRESSBVE STRENG7N OF 3,060 RSI.
C,EFIERAL NOTES:
1. CLEAMOUTS FOR UNDERDRAIN,FUO�fING DRAIN CQLLECTOR,AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A M�NIMUM OF EVERY 100
FEET,AT EVERY 90 DEGREE QR SEC4ND 45 DEGREE BEND,AT THE END OF EVERY COLLECTOR PIPE,AND AT EACH END OF AN UNDERDRAIN PIPE NOT
GONNEGTEp TO AN OVERFIOW STRUGTURE.GLEAf�OUTS SHALL BE INSTALLED TO ALLOW FOR MAWTENANGE AGCESS TO ALL PIPES.
2, ALL FITTINGS SHALL BE�SpIL TIGHT.
3. CLEANOUT h'.ISER SHALL BE LOCATED OUTSIDE OF BIORE7ENTIQN PONDING WHERE POSSIBIE.
4. GLHANUUTS 6HALL.N(J7 BE LUCATEP WI I"HW I"HE S I KEEI�TRP.VEL LANE,UNL65&O�PH6FZWISE APPROVED 6Y THE CITY.
UNLE55OTHERWIS[NOTCp�,�RAWING IS N4TT0 SCALE(NTS)�
ST0.PLAN-226.Q0
�� PUBLIC WORKS APPROVED:
' �, a�paRTME�vT STQRM SYSTEM CLEANOUT �,Az �/zs/2oi� I
wo���m��„h�,��r �A��E