HomeMy WebLinkAboutRC 20150821000327 •
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1111 111 0111 11 1 11 1 111
20150821000327
CITY OF RENTON COV 82.00
PAGE-001 OF 011
08/21/2015 09:17
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: i- 1 t 44 c, ?tura) `')/
Grantee:City of Renton Q
Legal Description: A- 4,'1 Qti1 1-}- 6
r mop lizAcr S or
LOAM ?t vE Act- '1" '-11C , 4-CLOPPI NG, 'TD P(..Ar
' _!.:��► 1 V"LOME" ( '
Additional Legal(s)on: 1 IV d CO 0/ 11tj ' (/vim f'�/M 4Th IJ •
Assessor's Tax Parcel ID#: C43,4411 coo)
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
/ .short subdivision permit for Application File No.LUA/SWP R'— 12 ¢ relating to the
real property("Property")described above,the Grantor(s),the owner(s)in fee of that Property,hereby
F 1 �
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
PACs 2 o l 1
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.
1, E �7 OV-"H
IN WITNESS WHEREOF,this Declaration of Covenant for the Maintenance and Inspection of
Flow Control BMPs is executed this 'V' day of , 20 IS .
GRANTOR,owner of the roperty
GRANTOR,owner of the Property
STATE OF WASHINGTON )
COUNTY OF KING )ss.
On this day personally appeared before me:
le vrc ,Y\O ,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 22:116 day of V)\ ,20 1 5 .
LINDA A. LE Linda 1..�
NOTARY PUeM Printed name
STATE OF
IS ONEXA S Notary Public in and for the State of Washington,
CQN�ES�ON EXAMS
NOVEMBER 13,2018 residing at
-Keen v\' LLjY\
My appointment expires \\ t 1.1 21.2)1 a
4 t
EXHIBIT A
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15,TOWNSHIP 23 N.,RANGE 5 EAST,W.M.,CITY OF RENTON,WASHINGTON
RNLUA-06-072-SHPL
08-14-13
FOUND REBAR&CAP
2 �f t33Y
0.4's OF NROPERTY TRACE P I LOT 3
CORNER CONSTRUCT 1' DEEP SWALE I
PER SECTION LEFT. I NOOD FENCE IS _
DITCH0.3•s or LME
ruao FENCE Is 21 -R'�' - 2.0' I / seazt'1ot-3oo.so \ —_
0.2'ROPER CORNER0'N OF k 9 :47-7,4" ----.
0 _ ` \ /Ai
PROPERTY CORNER *n t '� %,'''''''.:----\'')\
1 �—`�� ry° .--t-' y
V�i�'\ k\�N / \'dry
LOT 27 1 • //$ kl, p' 1 '\Yo' Zu
AS SHOWN / "j` I 9b' a' �ry 6 I \ .34
4,:„ .
° RIM49428.80 2" /y �,��/ . ..„......___
IE-42s.75, 12" \ �� J�v// \ 432 . ......
, 1 ...„,b.
K ° 1OOLF.. 12 N-12OS=2.W% 5' 10' ° — '
jl khQ Vo� VoC 2
ko
• STA. 32+59.0. 26.0'RT. A 15' PRIVATE STORM DRAIN EASEMENT ROOF DRAIN SYSTEM
CB8, TYPE 1 a' SEE CROSS SECTION, LEFT PER CITY STANDARD DETAIL
$ RIM=428.70 /� #225.00
IE=423.75, 12" / I O
n IE=424.30, 6" I 811" ,LO
q p'L SwçT
•
TYPE 1PRIVATE SD WH PVC (TYP) IL
.ti', RIM=427 93 I . : :`>i�: ...v1,s"?:. „.
IE=423.43, 12" 0 1- Benza ;i 5
2OLF 12" D.LOS=2.00% -._ ____ ___ Y>` mow`
`� N-11®5=7:9� 20LF. 121'�D.I.OS=1.009-
TO. 2 _ • y4CF., 12 • _ 16LF., 12"N-120S=1.002
IE=427.0 7 —Y w„•S•
$T!� \+5 .00. 9.56'LT
C6 6, TYPE 1 "� r e OM
THRU CURB INLET
I W/VANED`,GRATE I PRIVATE Sb WHITE PVC
RIM=427.93\ , ii
IE=423.03, 12" 1
IE=425.00, 6" t n
38LF. 12" N-120S=4.13% w ea STA. 31+63.23. 26.O'LT.
krye', • x421.74 ktie !ganti o R M#11, TYPE 1
° .84
e •( 5,,,Ii' 23Li~?a 12" [ IE=425.00, 12"
kti ‘,CI • N-12QIS=13.61% IE=425.50, 6"
�/4. : 2 If 25' ( STA. 31+63.28, 9.22'LT.
42eTCB/5, 1' E C:'10, TYPE 1 6
RIM=427187 �O Itp=429.08 �O�
IE=424.& 12" IE=42 $4, 12"W/ILS)
•
4 IE=426�13, 12"�N)-13.1.
\------31- 1
-�04.�� DETECTABL'IWARNING SURFACE
° �7'G IA
kICAL ON ALL RAMPS
kti5 kryh . -v.-
.01' (.-,4s 20' PUBLIC STORM DRN EN1\
SEE CROSS SECT10N�sRfIGHT
•
,��/ -424
''';?5,\Y' -
I► ,Y�\ 1
WOOD � — 4.213-----" � _ N
IL
/' -----15-
71ED kry N881'10'W 300,40' kry0 1 /
BUILDING 08-14-13 4000 FENCE ISSI k�° k`�0 \ k / I
0.3'CORNER IS I FOUND REB&CAP t.}•S OF UNE
08-14-13
a.s's OF UNE LOT 5
FOUND r&CAP
OT 4 I f 0.e•-our
s OF UNE LOT 6
I
GRAPHIC SCALE I
PAGE 5 OF 111
EXHIBIT A
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15,TOWNSHIP 23 N.,RANGE 5 EAST,W.M.,CITY OF RENTON,WASHINGTON
RNLUA-06-072-SHPL
CATCH BASIN
TRACT A 1 LOT 3 RIM=43445'
IE 12'CPP S 426.15'
WOOD FENCE IS LOT 5 IE 12'CPP 4'426.05' -
0.3'S OF CME
' \ 08-14-13
/ \ 14700 FENOE/S SET.A.2'REBAAR&CAP
\ -^� '" o. S DF UNE AT PROPER CORNER
- �O 0 5667110E 300.40'
M \�/1/ ` N ( 2K .2'S*G WALL
\ I K —Zw IS 02'S@0.0'EOF
I \ . / \1 c ic' 6 I \ / PROPERTY CORNER
I �r V ) '\�� yy
\ \ j 1� / \ / ti / IS OT 3 SOF UlJE
\ \� ��v V...-:::=1_
432 TRACT 5 e e
1,. / \ 432
Frye �O( '5 \55CZ ^ ‘0‘
ips.
i 7
\i, e.
15' PRIVATE STORM DRAIN EAMENT ROOF DRAIN SYSTEM N w.:-P/
SEE CROSS SECTION, LEFT PER/225.0CffY 0 STANDARD DETAIL •
10 O
�piL p`1^ STA 31+63.28 9.22'RT 6'�' ��,® C8#12, TYPE 1 •
RIM-429.08 �� IN ALL N.D.C.B.U. PER
IE=426.33, 12'(0.1. CITY‘DETAIL H026
_ I f ! . .
I 6" PRIVATE SD WHIM PVC (Typ.)o 1 I
WeRtaNtaggartieffelgO
\ iii Xy� % t
__ 32+00 `'� 9'" 430----
-
30 .,.III _ ai
I - _ �� _ 31+00 ��
■ 20LF. 124D.I.OS=1.00% + STOP BAR
16LF. 12-,- _ .14
..,:. ;> a - --- -SRV PYX,;
„Imam NM
PRIVATE Sf) WHO 1 -1 0 _
-- ---422:76----,) � -/O ++ 1
• g INSTALL STOP SIGN, 1-1 1
.:
STA 31+63.23, 26.O'LT. W/ PUBLIC STREET6SI S
IE=`421.74 r, o CB�! 1, TYPE 1 "SE 2nd COURT'�P
RIM=429.84 "NILE AVENUE NE'
23LF'a 12" 1E=425.00, 12" ROOF DRAIN SYSTEM
N-12 =13.6196 IE=425.50, 6" PER CITY STANDARD DETAIL
t
ST 32 .07.25,' t T. STA 31+63.28, 9.22'LT.
e1225.00 1
•
CB S, E CB110, TYPE 1 6- e ‘..
RIM=427 8 O 9.08 \O'
IE=424.8 12' 0'-
041
� IE=42484, 12"W&S) 20' PUBLIC STORM DRAIN EASEMENT
11 ( IE-426 , 12"�N)-D.I. SEE CROSS SECTION, RIGHT
O��J DETECTAEt WARNING SURFACE i 2y
19 G 1�l'PIG`AL ON ALL RAMPS IE 12'CPP E 425.10'
4*�C,'`gN_ 8 /�?� IE 12*CPP N<25.15'
/ SEE SHEET 8 FOR DETAIL
[p..._
• .-___428___.---
..-' - \ .9
48821'10'IA I M 0 — �6 _ - _7_b_
7 _ - -k /
)-° - ,1. /
\,v 1 O��ES `rye \ , ) 7
l\,
I 08-14-13 \ /
LOT 5 FOUND RA1R CAP J
o.8'S OF UNE LOT 6
GRAPHIC SCALE PAGE 6 OF 11
. .
. .
, .
EXHIBIT A
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15,TOWNSHIP 23 N.,RANGE 5 EAST,W.M.,CITY OF RENTON,WASHINGTON
13
CTCH BASIN
0I
IE 12'ERPSA4526.15. I.Z ssa2rio'r,
IE 12"CPP W 425.05' 3001' CABC'D 0
08-14-13 4' tes .::
,.. ::::..:.:; :::::.:.::::-..-.-...-4:'
S£T,G1/ci rEBA &CAP •
A T PROPEMirdt5NER I: 6 'f:::::....:.Y.f:.:.:.:.:.:-:':-:.:-:•K-:.:-:.:-: AXED OBJECTS SITUATED IN THE LOCATION
T • .8'. :::::::::::•.:::-:-:,::::.:-:.:-:::::::-:.::::-:.: , OF THE PROPOSED ACCESS MUST BE
-- - -------' — "-s?, 1:::L:::%f::::::::::::::::::.::.::.::::.:::::.::.::: I sw RELOCATED AFTER OBTAINING OWNER APPROVAL
/-
RETAINING WALL /) ' ' 'v. -:f::.:::::.::.::..: it RIM-
PROPERTY 1S02 S.3 r0.9'TOP '
PROPERTY CORNER
2 CG4C CCC 425.55
-
SEOTIPTGOFW!VIE NO INDIVIDUAL DRIVEWAYS WILL BE
•b ,A. i'..::::::::.:::::::#'!...:.::::::::::::::::::::::::::::::.::::: E 5 29 N 429.w. ALLOWED OFF OF NILE AVE NE
,i. 1.::::::::::::::::::::::::: :- :7.
:,-.1 .1.:-:.:.:.:::::.:-::::::.-...-:-:.:-:.y.y.y.- ,
- 1 IT 12 CPP w 430J7
7 ALL UTILITIES SERVICING
?".!! r:::::.:.:.:1:'''':—.:•:''''''''' I EXISTING STREET THE SITE SHALL BE
Z.i.j. r:::::.:::::::::::.1:.:.::::::.::.::::.::.::..:.:.:::.::.:.::::.:-::: ),/
t #E,-0
.' 1...-y..-:.:-:]..::::::..:.y.Y.Y.:::..-P,
IP i -.;•- l';;.:.:-:,:•:•:-:..:.:.:.:.:-:.:-:.:.:-:-:-:•:.:-.-::::6 UGHTING 0 95W UNDERGOUND
LED
STA. 19+9733
I, (4) 1.1 Hr.:...:.:.1:•:-:.:.:-:-:.:-:-.-:...:-:.::::::$ BEGIN NEW" CURB AND GUTTER
, ..,.."..... i4 :::•:,:::::::::::: LOT DRAINAGE NOTES:
• I ''-;: .:g.......: . .-ff:::: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE
floLOTS CREATED BY THIS SUBDMSION MUST IMPLEMENT THE FLOW CONTROL BEST
:':" ro:•::::.:::-:::::•:::::::::::::::::. MANAGEMENT PRACTICES AS USTED IN THE TABLE BELOW AS WELL AS ANY
DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH
la • I I .... . .-- THUS STIPUTAION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE
0 )P .z,:.7.5 .'"Wl[1:. .:::-::4,- :.:"..:::yX:'::y
.,R.;,- ....... ...... BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A
BUILDING PERMIT FOR THE LOT. SEE SHEET 7 FOR MORE DETAILS.
St.21.7,, ,-=$;..-0:,J.4,ze.:4 LOT NUMBER BMP TYPE PER LOT
4,•°..:.:•:•:•:-Y..:::::.z.:.6.,.: :-..-:-:-o 1
C-, 4:::::::::::::,...:00.c., : .
TRENCH
er. ank,. „::::i:i:::.1:::::::::,,I:g:,,2:-,.:.::: 2 11 EE/Ak21111 - S.2'E.ECI"RAFLOW FIOF DRIVEWAY OVER 25' LAWN
.11./ ....,:::::::::::::11::::.:::::::::::::n1::.::::.: 4 1 EACH - 6" PERF. PIPE CONNECTION TO STREET SYSTIN
k !.:-:.ALI-q:..........:,. 5 NO MORE THAN 3,200 SQ. FEET PER LOT IMPERVIOUS AREA
.:-- -.---- STOP BATT I' ..,,.:•:•:. r.:.:.:.21:44:.:-:.; 6Z INTO STORM WATER FACILJTY
7
I 1 ....... ......... -....
ic",. %:::::::::4:•:...-:::.:::ja74,..:,:.:
BMPREQUIREMENT MUST BE fC .Y.146.,.. ' r.:‘\....1.,I t::::-':•..'::.: :::::::::' tkDDRESk41ED INCTHE SINGLEHLFAMILY RESIDENTIAL BUILDING PERMIT
1..L..L:-:--•;,"*.L.L.-....., ::::::::::::::::1::::::.::::::.:.....'.....:...,..., DRAINAGE REVIEW WHEN AN APPUCATION IS MADE FOR A SINGLE
,:-.i./."=,....N:.."-;',.:;!7iii.t .- :::::::::::::::::!::::::::::::::::::::::::,'::::::::::: FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT.
0 i
. . I .., ... ::..,:.:..:..:..:.:..„..............:)...„.. c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM
SHALL BE VIA A PERFORATED PIPE CONNECTION.
d. ALL INDIVIDUAL FLOW CONTROL BMWs SHALL BE PRIVATELY
% OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT
...1$,'-"3‘L:::::: ::::::: ::::::::: OWNER.
,e '-`: .---:::.%..-:-::-1.:•:.:.:.:.:-:-..:-:-::::-:...-,
e .-'--- '•-•:.:.:.::::.:.....:•:'::.::::::::::::::-:::::!<,
r,.:. i.:::.:... :le:::::.:;::::::::::•.7..:
.I,' ..:, ""- MONU gl.k1
i I :CS ,::::::...::•:.:: t'.:::::.:::::..' e:...:::.:.:-. PER CRY OF RENTON STANDARDS
1 \SSC . i.q .. STA. 20+82.75
i:S.: !-1::.::::.:.:::.::.::.:k .....:-:::::::::::::::::::
END "NEW" CURB AND GUTTER
't4 I...--•?-..z.,"' :-::::::•:::,:::::::*:.:,::?.:•:::.:::,::::-:::•::...:•:•:::•::,::•::,..:::::::::
CTCH 8ASI
IA1429.31:ii ..Fi" I:::::::f::::::,..:::::::::,:.:.:.:.:.:.:...:q,
IE 12'CPP E 42E10' '..e:.: r:::::.: :: :..4...j0....:.::::.:.:.:....:.:4
IE 12"CPP N 425.15' '.1.:...
.,„...4'r.::::::::::: ::::: ::: :
CARIA1413279S1
IT 12'CAP W 425.70'
^::. 'q........:::::..:,::::::::::::::::::::::::::....- -..,. r 12-CPP N-NE 42390
/I .!-: 3 , ..........„..4...0:.:... .4
;:. :.::::::::: :.....:. :.:.....:...:...:...:..... EXISTING STREET
LIGHTING 0 95W
/
) --.1
/ I I .-:...:-::::.:::::.:::•:,::::::::.:.*:::::::::::::::::.:::::::::::::::::::
I 1 1-:::::•':Ti'
GRAPHIC SCALE
1 .............o.:..y.y.:-:,:
-r--428
PAGE 7 OF 11
Exhibit B
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.
PAGE 8 OF 11
Akk13 e
FIGURE C.2.11.A PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RESIDENCE
random fill
6 \/\/\/\/\/\/ i filter fabric
p a to, a " 6pert pipe
18'min ° po a oapa o.l
a°°apo
a ° pz" 3/a"washed rock
a as o oa as as a
as ° p a po a a
o0 o
• a4aoopap0[14 t,
a 0 0 00 a a D a 0-0
124" min
TRENCH X-SECTION
NTS
slope —�
to road
drainage system
2'X 10'
/level trench
wiped pipe
PLAN VIEW OF ROOF
NTS
� �
9 & 1 \
Exhibit B
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. If properly
installed and maintained,full 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.
The infiltration devices used on your property include the following as indicated on the flow control
BMP site plan:gravel filled trenches,drywells,ground surface depressions. 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 King County Water
and Land Resources Division or through a future development permit from King County.
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
PAGE 10 OF 11
. .
. . . .
pi-lt-torr0.
FIGURE C.2.2.A TYPICAL TRENCH INFILTRATION SYSTEM
r' 1
i
/ roof
drain 1
PLAN VIEW 1
NTS ,-4"rigid or 6"flexible 1
perforated pipe
/ : /\D 1
• E
infiltration trench sump w/solid lid
PLAN VIEW roof drain
NTS
overflow _
4"rigid or 6'flexible splash block `~
perforated pipe
Gh/r.`i r/<rry</ � i i :\/*!
';,/\rr`>/ :;,2; ,/'rif'�r\5y),
,
s" 1 :•o ° •
v ---- -ve—
�. washed rock CU 110 C c-r' ` l'ijnin
n 5.0.min
12'1 1 112"-3/4" ..--1 - ....10 0 ' •
I fine m sh L CB sump w/solid lid
varies •
A
filter fabric--,
compacted backfill
6 s`r , �
t 4"rigid or 6"flexible
° CIA ° ° perforated pipe
24" �'V or^i, ^
4 0 ci CI r.,. c
i7 U'f ° Y 9 i7washed rock
12" •i� : ;c a r ,—,u 7;/< 1 1/2"-3/4"
o`ou
1-r• 24" , 1
SECTION A ?AC, 0 ) 1
NTS