HomeMy WebLinkAboutSWP271886 CITY OF RENTON
MEMORANDUM
DATE: July 24, 1989
TO: Jeanette McKague, Zoning Dept.
FROM: Garth Cray, Storm Utility Engineering
SUBJECT: Preliminary Draft Environmental Impact Statement,
Blackriver Corporate Park, Tracts A and B Office
Buildings
The storm water utility has the following comments regarding the subject Draft
Environmental Impact Statement:
1. Construction of the swale at the north end of the site should be designed for
the 100 year future conditions flow.
2. Any loss of existing storage will need to be compensated.
3. Note that the oil/water separator should be three chamber baffled separators.
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For.Use By City Clerk's Office Only
AGENDA ITEM
RENTON CITY COUNCIL MEETING
assassoaaas�as�aa�e�axcaaa�asaa��3��aa��eoaaa�aa saaa��saaaoaaa�saaaasaaa��xaa�aassa=:�=�
SUBMITTING Go��..� .ti:�� �Nvl(��f'
Dept./Div./Bd./Comm. k For Agenda Of 8/7/89
Y�ti N be Meeting Date
Staff Contact
Name Agenda Status:
SUBJECT: Bogle & Gates requests Release Consent
of Right of Fntry for First (' i ty
Public Hearing
Development Corp .
Correspondence
Ordinance/Resolution
Old Business
Exhibits: (Legal Descr. , Maps, Etc.)Attach New Business
Study Session
A• Bogle & Gates letter
Other
B. Proposed Release of Right of Entry
C. Right of Entry Approval :
Legal Dept. Yes_ No N/A
COUNCIL ACTION RECOMMENDED: Refer request Finance Dept. Yes No.
N/A
to the Planning and Development
Other Clearance
Committee
FISCAL IMPACT:
Expenditure Required $ Amount Appropriation-
Budgeted $ Transfer Required
SUMMARY (Background information, prior action and effect of implementation)
(Attach additional pages if necessary.)
JAG-Renton Assoc . , granted the City a Right of Entry dated 9/22/83 to
place earth fill over .property . Task is now complete and property is
under ownership of First City Developments Corp . , requesting release .
PARTIES OF RECORD/INTERESTED CITIZENS TO BE CONTACTED:
SUBMIT THIS COPY TO CITY CLERK BY NOON ON THURSDAY WITH DOCUMENTATION.
t
BO(ILE & GATES
LAW OFFICES The Bank of California Center Anchorage
Seattle,WA 98164 Bellevue
Portland
(206(682-5151 Tacoma
Telex:321087 R'ashington,D.C.
ROBERT L. HINES, JR. Fax:(206(623-4326 Yakima
May 18, 1989
CITY OF RENTON
City Clerk
City of Renton JUN 2 1989
200 Mill Avenue South
Renton, Washington 98055 RECEIVED
CITY CLERK'S OFFICE
Re: Release of Right of Entry
Recording No. 846-9 30 0 7 1-1-
Q>�G9�GG7u�
To Whom It May Concern:
Our client, First City Developments Corp. , a Washington
corporation, is the owner of the property described as Parcels A,
B, and C, Section 13 , Township 23 North, Range 4, East W.M. , in
King County, Washington (the "Property") . Pursuant to a Right of
Entry dated September 22, 1983, a copy of which is attached hereto,
our client's predecessor-in-interest, JAG - Renton Assoc. , granted
the City of Renton a right of entry to place earth fill over,
through, across and upon the Property. We understand that this
task has been completed by the City of Renton and there-fore request
execution of the attached Release of Right of Entry--by the Mayor
of the City of Renton.
Thank you for your cooperation in this matter. Should
you have any questions concerning this matter, please call.
Very truly yours,
BOGLE & GATES
RoOr t L. Hines, Jr.
Enclosure
RELEASE
OF
RIGHT OF ENTRY
KNOW ALL MEN BY THESE PRESENTS the CITY OF RENTON, a
municipal corporation, is the grantee of a Right of Entry dated
September 22, 1983 and recorded under Auditor's File No.
8309300741 records of King County, Washington, a copy of which is
attached hereto as Exhibit A, over real property described on
Exhibit B attached hereto and incorporated herein by this
reference.
THE CITY OF RENTON does hereby abandon and release all
rights acquired under the above described Right of Entry.
IN WITNESS WHEREOF, said City has caused this
instrument to be executed by the Mayor and City Clerk this
day of , 1989.
MAYOR
WITNESS: CITY CLERK
STATE OF WASHINGTON )
ss.
COUNTY OF KING )
On this day of , 1989, before me, a
Notary Public in and for the State of Washington, duly
commissioned and sworn, personally appeared
Mayor, City of Renton, and , City Clerk, City
of Renton, known to me to be the individuals named in and who
executed the foregoing document, and acknowledged to me that they
signed the same as their free and voluntary act and deed for the
uses and purposes therein mentioned.
NOTARY PUBLIC in and for the State
of Washington, residing at
My commission expires
NOV 08 '88 10:04 THE SCHUMAN CO.
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'Atrtinafter called `Graotor(s),' and the CITY OF AM10K. d lt++►itlpal Corporatt" of - ,•,
`r ..► tCti►q County. ljashfmton, hereieafur called 'Grantee'.
ice'? TMt iaiJ Wantor(s), for and to Oonsideratim of the Sim Of
• _ Pa s id by Grantee. and other valwAble tonsider6t Oft y
. these prei+"ts, grant, OarsAin. sell• toovey and warrant vnto••thersaid Grantee•Zts
o0 syccctsors and assigns, a right of eetry to plate e_rut till ertr; Virtut'• acrtss
= J: 60 upon tie followin4 oestribed property is 41AI County• W,6sAib9t0n. ROM Particularly
d2striDed 1:s follws: .�
parcels A. d, and C as Oescri*d to fabibits 01 trro e3. ail to Sietion 13. '
To wnshtp 23 Kprth, 4,16" 4 Last V.N.. 1n ]King County Washington. x'
1 1
s TM portions bf the site Svbjtct to earth fill Plate+aent are Oescriptd in Attach-� �•
sent 'A .
Said 6ret4fore rcnti0i*d grantee. its successors or 81149ns, shall na*e-
t the right. without prior notice or proceeding at. law, at sutra tia►es as stray be AeCeS•
L s'ary to enter upon said above ;Oescribed property for the papoose of depositing tart?
* f$ll, without incurring any 1�gal obligations 0• 1i+0ility therefore. provsdte# that
iuch depositieg of said earth fill shall be accomplished in suth a Mnrtl that the
private improveftnts existing on the property and iA the right(s)-Of•vty shall not
oc disturWd or 06"94d. tncy will Oe replaced in as good a condition as thtX were s,
imediately before tm property ws atered upon by the Grantee.
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• 1i?r Grantor Mall t'u11r � and r*Soy u� aforede'scribea prs«ises•
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¢•I�t�r1 cover<ont It they are the lawful veners of me awve properties v4 that
ley nave A good and lavfvl 'riot to tAtcvtt this-�Agreement.
1tt»eoA Pr r!v Aarpc. pa CI Prooerty A4*AbClA el -
and
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e' OA Lhfs day of t�.. l.. -_. 19!: 3 before et. the vndtrsighe0,
i liota pvblSc in 40� for ue Sta;e of Washington, piny ra�lissioned ♦AQ sworn
personally , r.t••��: . and
tb one kAO.,A to De ve•lL,t .0 .G I* -• . 1.. Zi,�-CoiD074,00ft
rssptct:vely, of ,.,r�., 's. ,� s, , -�� 1 that execute the
fpre-goisg instrument. and aCr�ttdgeo the i iAstrwntot to be the free #A4
voluntary act,aA4 de of said coradratioA. for the uses and pvrposes thertin
v4ationed. aA0 oA oath itate0 tMt., �� ayth0rljtd to euttute tbt S410
i4'ruAeAt aed the ital affixed is the corporate seal of said eorporatica. t
R` WITNESS vy Mnd and official seal hereto affixed the day and year la this f
i• rtificate a4ve written.
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DISTANCE OF T3.3o FEET TO TH$ EAST L2NE'OA 'THj CMARLES JAO11NELt, •
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•► CITY OF RENTON
Cr �=
Lawrence J. Warren, City Attorney
Daniel Kellogg -Mark E. Barber - David M. Dean - Zanetta L. Fontes -
Robert L. Sewell, Assistant City Attorneys
June 6, 1989
TO: Maxine E. Motor, City Clerk
FROM: Lawrence J. Warren, City Attorney
RE : Release of Right of Entry
Recording No. 8309300741
Dear Maxine:
I have reviewed the above-referenced document and the same is
approved as to legal form.
Lawrenc J. Warren
LJW:as .
cc : Mayor
A8 . 42 : 62 .
CITY OF RENTON
JUN 6 1989
RECEIVE®
CITY CLERK'S OFFICE
Post Office Box 626 - 100 S 2nd Street - Renton, Washington 98057 - (206) 255-8678
�i CITY OF RENTON
HEARING EXAMINER
Earl"Clymer, Mayor Fred J. Kaufman
December 7, 1988 PLANNING
CITY OF kLO'+;
Members of the ERC DEC 8 1988
City of Renton !�
200 Mill Avenue South
Renton, Washington 98055
Re: First City Development Corporation
Black River Corporate Park (Phase VII)
Gentlemen:
This office has received an appeal of your determination in the above
entitled matter and will schedule this item in due course.
Please forward all relevant information regarding this matter to this
office not later than Friday, December 23 , 1988 .
IF this office can be of any further assistance please feel free to
write. ,
Sincerely,
FRED J. FMAN
HEARING EXAMINER
FJK/dk
cc: Earl Clymer, Mayor
Lawrence Warren, City Attorney
Don Erickson, Zoning Administrator
City Clerk
200 Mill Avenue South Renton, Washington 98055 - (206) 235-2593
LAW OFFICES
LANE POWELL MOSS & MILLER
A PARTNERSHIP INCLUDING PROFESSIONAL CORPORATIONS
t
EVERGREEN PLAZA BUILDING "
711 CAPITOL WAY R EC e."WED
�
OLYMPIA, WASHINGTON 98501
Izoe►754-e001 DEC .J 1988
.JEFFREY D. GOLTZ
CITY OF RENTON
HEARING EXAMINER
December 5 , 1988
Renton Hearing Examiner
200 Mill Avenue South
Renton, WA 98055
Re: First City Development Corporation,
Black River Corporate Park (Phase VII)
Dear Sir:
Enclosed for filing are the original and one copy of the Notice
of Appeal of Determination of Significance in this matter, along
with our- check in the amount of $75 .00 to cover the appeal fee.
Very truly yours, .
jOWELL MOSS & MILLER
b 4
Je y D. Goltz
JDG/j
JDG0127
Enclosures
cc: Donald Erickson, City of Renton (w/enclosure)
Mark Miller, FCDC (w/enclosure)
SEATTLE.WASHINGTON ANCHORAGE.ALASKA BELLEVUE.WASHINGTON MOUNT VERNON.WASHINGTON LONDON,ENGLANO
1
2
3
4
5
6
7
BEFORE THE HEARING EXAMINER
8 CITY OF RENTON
9 In the Matter of First City ) NOTICE OF APPEAL OF
10 Development Corporation ) DETERMINATION OF
File Numbers: ECF;SA;SM-071-88 ) SIGNIFICANCE
11
12 I . APPEAL
13 Pursuant to RMC 4-2823 , First City Development Corporation
14 appeals the Determination of Significance (DS) issued by the
15 Environmental Review Committee of the City of Renton (ERC) on
16 November 16 , 1988 , and published on November 21, 1988 . A copy
17 of that DS is attached as Exhibit 1 .
18 II . APPELLANT
19 Appellant is First City Development Corporation (FCDC) .
20 The person authorized by FCDC to receive official notices
21 regarding this appeal is:
22 Mark Miller
Vice President for Development
23 First City Development Corporation
Suite 4170
24 800 Fifth Avenue
Seattle, Washington 98104
25 ( 206 ) 624-9223
26
LANE POWELL MOSS&MILLER
NOTICE OF APPEAL OF EVERGREEN PLAZA BUILDING
DETERMINATION OF SIGNIFICANCE - 1 711 CAPITOL WAY
OLYMPIA.WASHINGTON 96S01
CM TSda001
1 The attorney representing FCDC in this appeal is:
- 2 Jeffrey D. Goltz
Lane Powell Moss & Miller
3 The Evergreen Plaza Building
711 Capitol Way
4 Olympia, Washington 98504
( 206) 754-6001
5
FCDC requests that notices of any hearings or other
6
7 proceedings in this matter be sent to both Mr. Miller and Mr.
Goltz .
8
II . STATEMENT OF FACTS
9
2. 1 . In 1979 and 1980 , First City Equities (now FCDC) filed
10
applications for various permits for development of the
11
Earlington Park Site, which consisted of 109 . 31 acres bounded by
12
Powell Avenue S.W. on the east, Grady Way on the south, the then
13
proposed Valley Parkway on the west, the Black River Riparian
14
Forest on the north, and S.W. 7th Avenue on the south and east.
15
` First City Equities also sought a rezone of the site from M-P
16
(Manufacturing Park) to G (General Classification District) .
17
2. 2 . As part of the development plan for the overall Black
18
River Area, including Earlington Park, FCDC conveyed substantial
19
20 property to the City as mitigation for any adverse impacts
caused by such developments . This conveyance was for a number
21
of purposes , including greenbelt and riparian forest preser-
22
vation and drainage.
23
2 . 3 . In conjunction of these permit applications, the City
24
of Renton required an environmental impact statement (EIS) to be
25
prepared. The draft EIS, entitled "DEIS Earlington Park" , was
26
LANE POWELL MOSS A MILLER
NOTICE OF APPEAL OF EVERGREEN PLAZA BUILDING
DETERMINATION OF SIGNIFICANCE - 2 7II CAMOL WAY
OLYMPIA•WASHING MN 96501
(206)7S4-GWI
t
i
1 prepared for the City of Renton Planning Department and
2 published in July 1980 .
3 2 . 4 . That DEIS provided the City with information on which
4 it was to base its decisions on the various permit applications
5 pending before the City, including information on impacts on
6 traffic; hydrology; wetlands; wildlife; water quality; surface
7 water runoff; flora and fauna; light, glare, and noise; traffic
8 impacts; and all other subjects required to be considered by the
9 City and the State Environmental Policy Act (SEPA) and the
10 regulations promulgated thereunder.
11 2 .5 . The Black River Corporate Park, Phase VII ' (Phase VII) ,
121 which is the subject of the DS here at issue, was part of the
13 Earlington Park development.
14 , 2 .6 . A Final EIS (FEIS) was published in February 1981 .
15 2 .7 . The environmental impacts of Phase VII were analyzed
16 in the Earlington Park DEIS and FEIS.
17 2 .8 . Since the publishing of the Earlington Park EIS, a
18 heron rookery was established in the Black River area, near the
19 Phase VII site. That EIS therefore did not address thoroughly
20 and specifically the impact of the office park . on - the heron
21 rookery.
22 2. 9 . The Phase VII project was not constructed immediately
23 following the publication of the Earlington Park FEIS for
24 several reasons , including the lack of completion of the
25 Oakesdale LID by the City of Renton.
26 2. 10 . On August 3 , 1988 , FCDC filed with the Planning
LANE POWELL MOSS&MILLER
NOTICE OF APPEAL OF EVERGREEN PLAZA BUILDING
DETERMINATION OF SIGNIFICANCE - 3 711 CAPROL WAY
OLYMPIA.WASHINGTDN 98501
Q06)7546WI
1 Department a new application for a site plan approval , a
2 shoreline substantial development permit, and a grade and fill
3 .permit for the Phase VII project.
4 2 . 11 . In conjunction with the applications, FCDC filed an
5 environmental checklist which referenced the earlier Earlington
6 Park EIS.
7 2 . 12 . The information necessary for the City to evaluate
8 the environmental impact of the proposed Office Park is
9 contained in preexisting environmental documents, particularly
10 the Earlington Park EIS. To the extent that additional
11 environnmental information is necessary, that information should
12 be obtained through either a Supplemental EIS (SEIS) or an
13 addendum to the Earlington Park EIS, not a new EIS as seemingly
14 contemplated by the DS .
15 2 . 13 . The substantial rights of FCDC are prejudiced by the
16 DS as issued by the ERC in that it appears that FCDC must bear
17 the cost of the preparation of a totally new EIS covering a
18 broad scope of issues already analyzed in earlier environmental
19 documents. FCDC will suffer financial harm to the extent that
20 the environmental review process delays construction of the
21 project.
22 III . ASSIGNMENTS OF ERROR
23 In issuing the DS, the ERC committed error in the following
24 respects:
25 1 3 . 1 . The decision in the DS is clearly erroneous, arbitrary
26 and capricious, affected by error of law; beyond the authority
LANE POWELL MOSS&MILLER
NOTICE OF APPEAL OF EVERGREEN PLAZA BUILDING
DETERMINATION OF SIGNIFICANCE - 4 711 CAPITOL WAY
OLYMPIA.WASHINGTON 98501
Q06I 7S46WI
1 of the . ERC; in violation of FCDC's constitutional rights; and
2 otherwise erroneous in that:
3 3 .1 . 1 . It purports to expand the scope of the
4 environmental analysis to those areas already covered by
5 existing documents prior to the formal EIS scoping process;
6 and
7 3 . 1 . 2 . It purports to force FCDC to finance and
8 conduct an environmental analysis beyond an SETS relating
9 to the heron rookery near the site.
10 3 . 2 . The DS was made upon unlawful procedure in that:
11 3 . 2 . 1. The ERC failed to serve a copy of the DS on
12 FCDC as required by WAC 197-11-360 ;
13 3 . 2 . 2 . The ERC should not have commenced a scoping
14 process because only an SEIS was required; and
15 3 . 2 . 3 . Even if the decision to commence a scoping
16 process was within the discretion of the ERC, the ERC
17 attempted to define too broadly the scope of the EIS prior
18 to the commencement of the formal scoping process.
19 IV. REQUEST FOR RELIEF
20 FCDC requests relief as follows:
21 4 . 1 . The Hearing Examiner reverse the decision of the ERC
22 to identify in the DS, and prior to the formal scoping process,
23 areas for discussion in the EIS other than those relating to the
24 presence of the heron rookery near the site.
25 4 . 2 . In the alternative, the Hearing Examiner should remand
26 the DS back to the ERC for further limitation and definition of
LANE POWELL MOSS&MILLER
NOTICE OF APPEAL OF EVERGREEN PLAZA BUILDING
DETERMINATION OF SIGNIFICANCE - 5 711 CAPITOL WAY
OLYMPIA.WASHINGTON 98501
Q061 7546WI
1 those potential environmental impacts of the proposed project
.2 'which must be discussed in a Supplemental EIS.
3 4,3 . To the extent that the ERC has determined that a new
4 EIS is required (as opposed to an SEIS) , the Hearing Examiner
5 should reverse the ERC and declare that only a Supplement need
6 be prepared.
7 4. 4 . The Hearing Examiner should grant any other relief it
8 deems appropriate which is authorized by law.
9 Dated this 5th day of December, 1988 .
10
Respectfully submitted,
11
LAN OWELL MOSS & MILLER
12 n
13
+Attnyevyos
. Goltz
14 for FCDC
15
16
17
18
19
20
21
22
23
24
25
26
LANE POWELL MOSS&MILLER
NOTICE OF APPEAL OF EVERGREEN PLAZA BUILDING
DETERMINATION OF SIGNIFICANCE - 6 711 CAPITOL WAY
OLYMPIA.WASHINGTON 96501
(206)7446001
EXHIBIT 1
CITY OF RENTON
DETERMINATION Or SIGNIFICANCE
AND REQUEST FOR COMMENTS ON SCOPE OF EIS
1e N tubers: ECFISAISM-071-88
. Description of uropgealt Application for site plan
approval and shorelines substantial development permit to
allow construction of a 7 story office building with
approximately 285,000 sq. ft. of space within 200 feet of
the P-1 Detention Pond.
Proponent; Black River Corporate Park - Phase VII
Location of proposal: North of SW 7th Street and
oakesdale Avenue SW and west of Naches Avenue SW and east of
the P-1 Channel.
EIS Kgquired. The lead agency has determined this proposal
is likely to have a significant adverse impact on the
environment. An environmental impact statement (SIB) is
required under RCw 43.21C.030(2) (c) and will be prepared.
An environmental checklist or other materials indicating
likely environmental impacts can be reviewed at our offices.
Lead aaencyt Environmental Review Committee
City of Renton
The lead agency has identified the following areas for
discussion in the EIS: 1) ground hydrology and nearby
wetlands; 2) water quality, particularly in regard to the
capacity of the existing drainage ditch to handle runoff
from the site as well as that of the plus or minus thirty
(30) acres of impervious surfaces to .the southeast of the
site; 3) flora and fauna, particularly in regard to the
Heron and other waterfowl in the area and sources of food
for these species, whether plant or animals 4) light, glare,
and noise as it potentially affects wildlife species
(including Heron) ; and 5) traffic impacts.
Scoping. Agencies, affected tribes, and members of the
public are invited to comment on the scope of the EIS. You
may comment on alternatives, mitigation measures, probable
significant adverse impacts, and licenses or other approvals
that may be required. Your commments must be submitted in
writing and received before December 12, 1988.
Responsible Official: Environmental Review Committee
c/o Donald K. Erickson
Zoning Administrator
Planning Department
200 Mill Avenue South
Renton, WA 98055
206-235-2550
Appeal: You may appeal this determination of significance
in writing pursuant to RMC-4-3016 accompanied by a $75.00
appeal fee no later than 5:00 PM, December 5, 1988, to:
Renton Hearing Examiner
200 Mill Avenue South
Renton, WA 98055
You should be prepared to make specific factual objections.
Contact the above office to read or ask about the procedures
for SEPA appeals.
j,
Determination of significance
Request for Comments on Scope of EIS
Black River Corporate Park - Phase VII
Page a
Publication. Date: November 21, 1988
Data of Decisions November 1 1988
Ronald a. Ne son nger
Building Dir or ann& Ma sger
Ny e
Acting c set
5p,'I .
CITY OF RENTON
DETERMINATION OF SIGN_LFICANCE FrIJ
AND REQUEST FOR COMMENTS ON SCOPE OF EIS 1`� �1��
CITY OF RENTON
FILE NUMBER(S) : ECF-109-88 Engineering Dept.
DESCRIPTION OF PROPOSAL: Black River Corporate Park
Applications for site approval and
shorelines substantial development
permit to allow the construction of a
seven building office complex having
approximately 597 , 298 square feet of
space on 42 acres of a 61 acre site.
PROPONENT: First City Developments Corporation
LOCATION OF PROPOSAL: Property located north of the P-1
detention pond; west of Thomas Avenue
S.W. extended; south of the Burlington
Northern Railroad tracks; and east of
Oakesdale Avenue S.W.
EIS REQUIRED. The lead agency has determined this proposal is likely
to have a significant impact on the environment. An environmental
impact statement (EIS) is required under RCW 43 . 21C. 030 (2) (c) and will
be prepared. An environmental checklist or other materials indicating
likely environmental impacts can be reviewed at our offices.
LEAD AGENCY: Environmental Review Committee
City of Renton
The lead agency has identified the following areas for discussion in
the EIS: water (surface and groundwater) , wetlands, flora (wetland) ,
fauna (Great Blue Heron) , light and glare, land and shoreline use,
recreation, and aesthetics.
SCOPING: Agencies, affected tribes, and members of the public are
invited to comment on the scope of the EIS . You may comment on
alternatives, mitigation measures, probable significant adverse
impacts, and licenses of other approvals that may be required. Your
comments must be submitted in writing and received before March 6,
1989 .
Responsible Official ; Environmental Review Committee
c/o Don Erickson, Zoning Administrator
Planning Division
Community Development Department
200 Mill Avenue South
Renton, WA 98055
APPEAL: You may appeal this determination of significance in writing
pursuant to RMC 4-3016 accompanied by a $75 . 00 appeal fee no later
than 5 : 00 p.m. February 27 , 1989 , to:
Renton Hearing Examiner
City Clerk
200 Mill Avenue South
Renton, WA 98055
You should be prepared to make specific factual objections. Contact
the above office to read or ask about the procedures for SEPA appeals.
PUBLICATION DATE: February 13 , 1989
DATE OF DECISION: February 8 , 1989
SIGNATURE$:
Ken Nyberg Lynn ut man
Acting Community Develop ent Director Publi Works Director
CITY OF RENTON -
DETERMINATION OF NON-SIGNIFICANCE
(MITIGATED)
ENVIRONMENTAL CHECKLIST NO. : ECF-106-88
APPLICATION NO(S) : R; SA-106-88
PROPONENT: Renton 91 Associates, Limited
DESCRIPTION OF PROPOSAL: Applicant seeks to: 1) annex a 4.286
acre parcel of property (under
separate application) ; 2) rezone the
parcel from anticipated R-1, single-
family residential designation at
annexation to a R-3, medium density
multi-family residential designation;
and 3) obtain site plan approval to
develop the parcel with 88 multi-
family units. The project is proposed
to include five buildings, uncovered
parking areas, landscaping and
recreational amenities. Total
impervious area is proposed to be
approximately 2 . 67 acres, or
approximately 63% of the subject
property.
LOCATION OF PROPOSAL: 11000 block of S.E. 76th Street,
approximately 330 feet due east and
then north of the intersection of Lake
Washington Boulevard N.E. and S.E.
76th Street.
LEAD AGENCY: City of Renton
Community Development Department
Planning Division
The City of Renton Environmental Review Committee has determined that
it does not have a probable significant adverse impact on the
environment. An environmental impact statement (EIS) is not required
under RCW 43 . 21C. 030 (2) (c) . Conditions were imposed as mitigation
measures by the Environmental Review Committee under their authority
of Section 4-2822 (D) Renton Municipal Code (see attached sheet) .
These conditions are necessary to mitigate environmental impacts
identified during the environmental review process.
This DNS is issued under WAC 197-11-340 (2) . Because mitigation
measures have been imposed, the lead agency will not act on this
proposal for fifteen (15) days from February 13 , 1989 . Any interested
party may submit written comments which must be submitted by 5: 00
p.m. , February 28, 1989 , in order to be considered. A fourteen (14)
day appeal period will commence following the finalization of the DNS.
Responsible Official: Environmental Review Committee
c/o Don Erickson, Zoning Administrator
Planning Division
Community Development Department
200 Mill Avenue South
Renton, WA 98055
PUBLICATION DATE: February 13, 1989
DATE OF DECISION: February 8, 1989
SIGNATURES:
,.,Ken Nyberg !------ - Lyn Lyn G ttman
Acting Community--Develq�ment_Director Pub is Works Director
i
DETERMINATION OF NON-SIGNIFICANCE-MITIGATED
MITIGATION MEASURES
PROJECT: Renton 91 Apartments
ENVIRONMENTAL CHECKLIST: ECF-106-88
APPLICATION NUMBER: R; SA-106-88
DESCRIPTION OF PROPOSAL: Applicant seeks to: 1) annex a
4.286 acre parcel of property
(under separate application) ; 2)
rezone the parcel from anticipated
R-1, single-family residential
designation at annexation to a R-3,
medium density multi-family
residential designation; and 3)
obtain site plan approval to
develop the parcel with 88 multi-
family units. . The project is
proposed to include five buildings,
uncovered parking areas,
landscaping and recreational
amenities. Total impervious area is
proposed to be 2. 67 acres, or
approximately 63% of the subject
property.
LOCATION OF PROPOSAL: 11000 block of S.E. 76th Street,
approximately 330 feet-due east and
then north of the intersection of
Lake Washington Boulevard N.E. and
S.E. 76th Street.
RECOMMENDATIONS: A Determination of Non-Significance
- Mitigated has been issued with
the following conditions:
1. That the applicant, in order to mitigate aesthetic impacts to the
site and the adjacent community, reduce the proposed density of
the Renton 91 residential development from 21 units per acre to
18 - 19 units per acre.
Note: Staff would be willing to consider supporting a proposed
rezone action to R-3 , with a restrictive covenant which limits
the permitted level of density to 18 - 19 units per acre; this
reduction is sought so that the level of development will be more
compatible with he Comprehensive Plan Map designation for the
subject property, and supportable by existing or planned traffic
mitigation systems, public services and infrastructure (roadways,
utilities, public services, etc. )
2 . That the applicant, in order to mitigate storm water run-off
impacts to the site and neighboring properties, develop a storm
water management/erosion control plan subject to approval by .the
Public Works Department.
Determination of Non-Significance-Mitigated
Mitigation Measures
Penton 91 Apartments
Page 2
3 . That the applicant, in order to mitigate impacts to the natural
environment, aesthetic impacts, noise impacts and light and glare
impacts, develop a landscape plan and on-site lighting plan,
subject to approval by the City's landscape planner.
4 . That the applicant, in order to mitigate aesthetic impacts and
recreation impacts, develop a plan for. open space/recreation
areas on site (e.g. congregate areas, seating areas, linkage to
off-site trails, play areas) , subject to approval by the City's
landscape planner.
Note: The applicant is encouraged to contribute $50. 00 per
resident to the City for future improvements, such as the Lake
Washington Trail System and the May Creek Trail Plan.
5. That the applicant, in order to mitigate on-site and off-site
traffic impacts, provide the following, subject to approval by
the Traffic Engineering Division:
a. Designing the proposed emergency roadway which accesses Lake
Washington Blvd. to meet City width and slope standards so
that it can be used as a regular entrance and exit for the
site in addition to the SE 76th Street access.
b. Due to traffic impact on the intersection of SE 76th Street &
Lake Washington Blvd. , the developer to submit a new
channelization traffic plan for intersection control.
c. Transportation benefit zone assessment charge calculated as
shown:
$25 X 592 (traffic volume) = $14 ,800 assessment amount
The above cost is to participate in the following improvements
for I-405 on/off ramp intersections:
- Expand the northbound .off-ramp to provide left, thru and
right-turn lanes on its approach to NE 44th Street.
- Provide a free-flow right-turn lane on the eastbound
approach to the northbound on-ramp loop.
- Widen the NE 44th Street overcrossing structure and its
extensions to the ramp intersections to five lanes.
d. The proportional cost of signalization of both I-405 ramp
intersections.
Estimated cost of each intersection ($100, 000)
$200, 000
Estimated development percentage of traffic volumes for
year 2000 forecast -
Development Traffic 592 =2%
Year 2000 Traffic Forecast 25,400
Developers Assessment Amount:
2% X $200, 000=$4, 000 Assessment
Amount
Determination of Non-Significance-Mitigated
Mitigation Measures
Renton 91 Apartments
Page 3
6. That the applicant, in order to mitigate construction related
impacts, should provide: a) an Oerosion control plan; b) a plan
for wheel-washing of construction vehicles on site to minimize
tracking of dirt and debris off-site; c) a plan for periodic
wetting down of the construction site to minimize dust and
debris; d) a plan for hours of operation and haul routes to
minimize traffic impacts, subject to approval by the Public Works
Department; and e) a bond in the amount of $3, 000. for street
clean-up.
mmdoc
r
CITY OF RENTON
MEMORANDUM
DATE: July 24, 1989
TO: Jeanette McKague, Zoning Dept.
FROM: Garth Cray, Storm Utility Engineering
SUBJECT: Preliminary Draft Environmental Impact Statement,
Blackriver Corporate Park, Tracts A and B Office
Buildings
The storm water utility has the following comments regarding the subject Draft
Environmental Impact Statement:
1. Construction of the swale at the north end of the site should be designed for
the 100 year future conditions flow.
2. Any loss of existing storage will need to be compensated.
3. Note that the oil/water separator should be three chamber baffled separators.
misc/DraftEIS
GC:ckd p
PLAN REVIEW ROUTING SLIP
DATE:
APPLICANT: �l G!� /�i V�✓ �.�
JOB ADDRESS: D
NATURE OF WORK: All-
TO: Comments Due
Comments Due
I ENGINEERING DIVISION I ( FIRE PREVENTION BUREAU
I TRAFFIC ENG. DIVISION I I BUILDING CODE REVIEW
I ( UTILITIES ENG. DIVISION I I ZONING & PARKING
17V,�8TtfEftS j�o/r�-i
I ENERGY CODE
Conrnents or suggestions regayding this application should be
Please provide comments to the Building Division b 5:00 Provided in writing.
Y p.m. on above date.
REVIEWING DEPARTMENT/DIVISION
I APPROVED ( I APPROVED WITH CONDITIONS I I NOT APPROVED
giggnature of Director or Authorized Representative DATE
REVIEWING DEPARTMENT/DIVISION
I APPROVED ( I APPROVED WITH CONDITIONS I NOT APPROVED
r
BUSH, ROED & H INC L[E�� L OF 'TIMzZK0AUTTQL
Civil Engineers/Landand Surveyors
ors
2009 Minor Avenue East
SEATTLE, WASHINGTON 98102
DATE Joe)
(206) 323-4144 b " � a a e) 2 33 . O 3
ATTENTION
r� I 1 RE
TO �to�. t'JbI; G.. WOy-VS 1J20r
I'j s S
WE ARE SENDING YOU -Attached C Under separate cover via V\ A I the following items:
❑ Shop drawings Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter Change order ❑
COPIES DATE NO. DESCRIPTION
127)
THESE ARE TRANSMITTED as checked beiow:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
. .For review and comment ❑
❑ FOR BIDS DUE _19 PRINTS RETURNED AFTER LOAN TO US
REMARKS
+4 I D r
y- cl (L P L,.,!,
R UTILITY
IgBB
COPY TO 1
SIGNED: �I��,,� A , �i ��A,�
PRODUCT 240-3 �10 GMW Mm.o:a; If enclosures are not as noted, kindly notify us at once.
. 4
PIPE IJS
gt~AC,K RIJisR LOR.P. PPRK. POINT i_E; 1G TO CB 15
P k-t A SE �j
RE1ITarJ ��S}1• Tc _ G 15 rt,in
AREA - r_1 . 14 a r es
STORM WATER H`rDROLCiG`,' :#::#::#:#: -AC: = 0 . 1
I = e . 0 it?-'hr
Rur,c)f f b--- R.a f i c in.3 1 Me t hod i_! 0E3 I GN = 471 . t. c f=.
PIPE :
STEEL EQUATION COEFFICIENTS : I NIV ERT 1 N = 1 . 79 f t
INVERT CUT = 13 . 46 it
K = 31 . 01 LENGTH = 93 . 00 f t
b _ _=+ . 1 n = O . ►_11 1
D I AN = 12 0 i n
WATERC0I_1RSE TY P ES. SLOPE = 0 . 35
1 FCiF'E :T ,.,f HEA1.)Y GROUND LITTER Q FULL = 2 . 49 c f s
IV' FULL = _ 17 f t/s ec
MIh11MUM TILLAGE CULTI'vATION FLOW TIME _ 0 . 59 min
3 SHORT GRASS PA'_.TURE LAWNS
4 NEARL'r' BARE GROUND POINT CB 15 TO C B 14
5 GRASSED WATERWAY
E. PA'..'ED AREA Tc = G 77 4 m i n
? OTHER AREA = l_1 . 2,1 c res
R.5
YAC = 0 . 4'=
1 . 96 i r,F'h r
Q DESIGN _ o . q5 cfs
BLACKR I t:ER PHASE 5 'v' DE= I GN = 2 . 95 f t/sec
INIT Tc = 5 . 00 min PIPE :
INIT A!_ = 4_i , on INVERT IN = 13 . 46 it
INVERT OUT = 13 . 06 it
OVERLAND FLOW : LENGTH = 1 15 . 4_1L_1 it
n = 0 . 17111
DIAM = 1c . 00 in
TYPE LENGTH SLOPE '.DEL TIP1E r:LClPE = 0 . 35
Q FULL = * . 4_9 cf-
6 1 l_10 , OG1 1 . 70 t1 Cl . ;2 V FULL = =� . 1 i f t rsec
FLOW TIME = 0 . t.5 rt,in
RUNOFF :
---------- POINT C:B 14 TO CB 10
POINT CD 17 TO CB 16
Tc _ 7 . 379 min
Tc = 5 . min AREA = 0 . 50 ac res
AREA = 0 . 11
AC = 0 . 19 I = 1 . 88 in/hr
I = 2 . 17Y9 in,'hr- 0 DESIGN = 1 . ?1 c f s
0 DE:=IGN = 0 . 39 CiS V DESIGN = C1 ft/se
V DES-ICN f t:'sec
PIPE :
PIPE : IN't'ERT IN = 13 . 0 it
I fd'.:ERT I ha = 14 . G�:? it jt'EF'T OUT
`-_' = 1 . r 5 it
INVERT 0 11T = 13 . i f t STORM WAITER UTILI�ENGTH = 1632 . C1r�r it
LENGTH = 65 . 00 #� � �' �"� � � �' i� _ 0 . F_11 1
n = 0 . 0 l l D I AM - 15 . 00 in
D I AM = 10 . 0 in SLOPE = 0 . 25
SLOPE = 0 . 45 C, FULL cts
0 FULL = 1 . 74 c f s V FULL = ? . 1 1 f t/sec
V FULL = 3 . 1_=+ # t-'sec FLOW TIME = 6 . 90 min
FLOW TIME rain
0
BLACKRIVER PHASE 5 POINT CB 11 TO CB 10
INIT Tc = 10 . 00 min Tc = 11 . 52 min
INIT EAC = 0 . 00 AREA = 0 . 78 acres
i_ = 0 . 85
OVERLAND FLOW : ZAC = 0 . 87
I = 1 . 50 in hr-
Q DESIGN = 1 . 30 c i s
TYPE LENGTH %SLOPE VEL TIME V DESIGN = 3 . 21 ft/sec
3 40 . 00 2 . 00 1 . 00 0 . 67 PIPE :
INVERT IN = 12 . 98 it
RUNOFF : INVERT OUT = 12 . 65 it
LENGTH = 95 . 00 it
n = 0 . 011
---------- DIAM = 12 . 00 in
POINT CB 13 TO CB 12 SLOPE = 0 . 35
Q FULL = 2 . 49 cis
Tc = 10 . 67 min V FULL = 3 . 17 ft/sec
AREA = 0 . 18 acres FLOW TIME = 0 . 49 min
C = 0 . 85
::HC = 0 . 15
I = 1 . 57 in/fir STORM WATER HYDROLOGY
Q DESIGN = 0 . 24 cis
V DESIGN = 2 . 60 f t/sec Runoff by Rational Method
PIPE :
IN'"IERT IN = 13 . 90 it
INVERT OUT = 13 . 57 it STEEL EQUATION COEFFICIENTS :
LENGTH = 50 . 00 it
n = 0 . 011 K = 37 . 07
DIAM = 8 . 00 in b = 13 . 22
SLOPE = 0 . E.5
Q FULL = 1 . 15 c f s WATERCOURSE TYPES :
V FULL = 3 . 30 ft/sec 1 FOREST wl HEAVY GROUND LITTER.
FLOW TIME = 0 .32 min
2 MINIMUM TILLAGE CULTIVATION
---------- 3 SHORT GRASS PASTURE x LAWNS
POINT CB 12 TO CB 11
4 NEARLY BARE GROUND
Tc = 10 . 99 min 5 GRASSED WATERWAY
AREA = 0 . 06 acre- h PAVED AREA
C: = 0 . 85 7 OTHER
=AC = 0 . 20
I = 1 . 54 in/hr-
Q DESIGN = 0 . 31 c f= : :
V DESIGN = 2 . 81 ft/sec
BLACFRIVER PHASE 5
PIPE :
INVERT IN = 13 . 57 it INIT Tc = 12 . 01 min
INti:ERT OUT = 12 . 98 it INIT XZAC: = 1 . 78
LENGTH = 90 . 00 it
n = 0 . 011 OVERLAND FLOW
DIAM = 8 . 00 in
SLOPE = 0 . 65 %:
W FULL = 1 . 15 cis RUNOFF :
V FULL = 3 . 30 f t/sec JUN 3 1988
FLOW TIME = 0 . 53 min
FfiitaT =B '� TO CB
Tc = 5 . 56 min
AREA = 0 . 35 acr
es
POINT CB 10 TO CB _ C = r0
AC = r� . 3G=1
Tc = 12 . ► 1 min I _ 2 . 11 in/hr
DE-_c,I GN - 0 . 63 i s
AREA = 0 . 47 acres V DESIGN = 2 . 93 f t/sec
C - 0 . 85
28C = 2 . 18 PIPE :
I = 1 . 47 in/hr INVERT IN = 14 . 10 it
Q DESIGN = 3 . 20 cis INVERT OUT = 13 . 51 it
V DESIGN = 3 . 49 ftisec LENGTH = 65 . 00 it
FIFE n _ 0 . 011
INVERT IN = 12 . 65 ft DIAM - 10 . 00 in
SLOPE 0 . 45
INVERT OUT = 12 . 13 it
LENGTH = 207 . 00 it Q FALL V FULL _ 3 . 19 it/sec
it/sec
= 0 . 011 -
n
DIAM = 15 . 01 in FLOW TIME = 0 . 37 min
SLOPE = 0 . 25
Q FULL = 3 . 82 cis ----------
V FULL = 3 . 11 ftzsec POINT CB 8 TO CB 7
FLOW TIME = 0 . 99 min
Tc = 5 . 93 min
AREA = 0 . 13 acres
* STORM WATER HYDROLOGY #== C = 0 . 85
Runoff bx Rational Method 1 0 . 41
I - 2 . 06 inj'hr-
Q DESIGN = 0 . 64 cis
V DESIGN = 2 . 86 f t/sec
STEEL EQUATION COEFFICIENTS : PIPE =
INVERT IN = 13 . 81 it
K = 31 . 01 INVERT OUT = 13 . 46 it
b = 9 . 1 LENGTH = 100 . 00 it
WATERCOURSE TYPES : DIAM = 12 . 001in
1 FOREST w/ HEAVY GROUND LITTER i SLOPE = 0 . 35 %
Q FULL = 2 . 49 cis
2 MINIMUM TILLAGE CULTIVATION V FULL = 3 . 17 ft/sec
=
3SHORT GRASS PASTURE & LAWNS FLOW TIME 0 . 55 min
4 NEARLY BARE GROUND ----------
5 GRASSED WATERWAY POINT CB 7 TO CB 6
6 PAVED AREA
7 OTHER Tc = 6 . 52 min
AREA = 0 . 31 acres
C 0 . 85
2AC = 0 . 67
I = 1 . 99 i n/h r-
BLACKR I VER PHASE 5 Q DESIGN = 1 . 33 c i s
VDESIGN = 3 . 22 ft/sec
INIT Tc = 5 . 00 rain
INIT 2AC = 0 . 00 PIPE :
INVERT IN = 13 . 46 it
OVERLAND FLOW : INVERT OUT = 13 . 11 it
LENGTH = 100 . 00 it
=
TYPE LEtaGTHSUOPE 'JEL TIME n 0 . 011DIAM 12 . 00 in
SLOPE = 0 . 35 %:
6 80 . 00 1 . 40 2 . 37 0 . 56 Q FULL JUN J i9882 . 49 cis
V FULL = 3 . 17 ft/sec
RUNOFF ' FLOW TIME = 0 . 52 min
FCtIt1T C.; 6 TO CB 5
Tc = 7 . 03 miry
AREA = 0 . 24 acres
C = 0 . 85
LAC = 0 . 88
I = 1 . 92 i n/h r- BLACKR I'.,ER PHASE 5
Q DESIGN = 1 . 68 cis
V DESIGN = 3 . 41 ft/sec INIT Tc = 13 . 00 min
INIT LAG" = 3 . 70
PIPE :
INVERT IN = 13 . 11 ft OVERLAND FLOW :
INVERT OUT = 12 .65 it
LENGTH = 130 . OO it
n = 0 .011 RUNOFF :
DIAM = 12 . 00 in
SLOPE = 0 .35 .
Q FULL = 2 . 49 cis ----------
V FULL = 3 . 18 ft/sac POINT CB 3 TO OIL/WTR . SEPARATOR
FLOW TIME = 0 .64 min
Tc = 13 . 00 min
---------- AREA = 0 . 23 acres
POINT CB 5 TO CB 4 G = 0 . 85
LAC = 3 . 90
Tc = 7 .67 min I = 1 . 41 in/hr-
AREA = 0 . 55 acres Q DESIGN = 5 . 51 cis
C = 0 .85 V DESIGN = 3 . 62 ft/_.pc
LAC = 1 . 34
I = 1 . 85 in/hr- PIPE --
Q DESIGN = 2 . 48 cis INVERT IN = 12 . 13 it
V DESIGN = 3 .32 ft/sec INVERT OUT = 12 . 05 it
LENGTH = 37 . 00 it
PIPE : n = 0 . 011
INVERT IN = 12 . 65 it DIAM = 18 . 00 in
INVERT OUT = 12 . 32 it SLOPE = 0 . 20
LENGTH = 130 . 00 it Q FULL = 5 . 62 cis
n = 0 . 011 V FULL = 3 . 18 ft/sec
DIAM = 15 . 00 in FLOW TIME = 0 . 17 min
SLOPE = 0 . 25
Q FULL = 3 .82 cis
V FULL = 3 . 12 it/sec ----------
FLOW TIME = 0 . 65 min POINT OIL/WTR . SEPARATOR TO MH 1
----- Tc = 13 . 1? min
POINT CB 4 TO CB ? AREA = 0 . 00 acres
j•� = 0
L CJ 15
Tc = 8 . 32 min LAC 3 . 90
AREA = 0 . 21 acres I = 1 . 40 in/hr
C = 0 . 85 Q DESIGN = 5 . 47 cis
LAC = 1 . 52 V DESIGN = 3 . 57 ft/sec
I = 1 . 78 in/hr
Q DE'=IGN = 2 . 71 cis PIPE
V DESIGN = 3 . 37 f t/sec INVERT IN = 12 . 06 it
INVERT OUT = 11 . 58 it
PIPE = LENGTH = 240 . 00 it
INVERT IN = 12 . 32 it n = 0 . 011
INVERT OUT = 12 . 13 it DIAM = 18 . 00 in
LENGTH = 75 .00 it SLOPE = 0 . 20
n = 0 . 011 Q FULL ,..._�:_ y 5 . 54 cis
DIAM = 15 . 00 in V FULL = 3 . 14 ft/sec
SLOPE = 0 . 25 FLOW TIMEJN v l 1988 1 . 12 min
Q FULL = 3 . 82 cis
V FULL = 3 . 1 1 f t/sec
FLOW TIME = 0 .37 min
---------- F'i i I NT MH -3+00 T�� MH 0+7 0
v
POINT MH I TO MH 36+40
PI.,aSe. 4 Tc = 15 . 67 min
Tc = 14 . 29 min AREA 0 . 00 acres
AREA = 9 . 25 acre. C - 0 • 85
= 0 . 85 2AC = 13 . 1
LAB_ = 11 . 76 I = 1 . 28 in/hr
I = 1 . 35 in!hr- Q DESIGN = 16 . 83 cis
Q DESIGN = 15 . 84 cis V DESIGN = 4 . 54 ft/sec
V DESIGN = 8 . 45 ft/sac
PIPE -
PIPE : INVERT IN = 10 . 31 it
INVERT IN = 11 .58 it INVERT OUT = 10 . 17 it
INVERT OUT = 11 . 00 it LENGTH = 70 . 00 it
LENGTH = 55 .00 it n = 0 . 012
n = 0 . 01r' DIAM = 30 . 00 in
DIAM = 30 .00 in SLOPE = 0 . 20
SLOPE = 1 . 05 W FULL = 19 . 86 cis
Q FULL = 45 . 61 cis V FULL = 4 . 05 ftisec
V FULL = 9 . 30 f t/sec FLOW TIME = 0 . ire m i n
FLOW TIME = 0 . 11 rain
---------- POINT MH 0+70 TO MH 4+70
POINT MH 36+40 TO MH 34+25
Tc = 15 . 92 min
Tc = 14 . 40 min AREA = 0 . 44 acres
AREA = 0 . 83 acres G = 0 . 85
i_ = 0 . 85 EAG = 13 . 49
2 AC = 12 . 46 I = 1 . 27 i n/h r
I = 1 . 34 in/hr Q DE'=IGN = 17 . 16 cis
Q DESIGN = 16 . 73 cis V DESIGN = 4 . 56 f t%sac
V DESIGN = 4 . 54 it/sec:
PIPE :
PIPE : INVERT IN = 10 . 17 it
INVERT IN = 11 . 00 it INVERT OUT = 9 . 37 it
INVERT OUT = 10 . 57 it LENGTH = 398 . 00 it
LENGTH = 217 . 00 it n = 0 . 012
n = 0 . 012 DIAM = 30 . 00 in
DIAM = 30 . 00 in SLOPE = 0 . 20
ELOPE = 0 . 20 % E! FULL = 19 . 86 cis
Q FULL = 19 . 86 cis V FULL = 4 . 05 f t/sec
V FULL = 4 .05 ft/sec FLOW TIME = 1 . 46 min
FLOW TIME = 0 . 80 m i n
---------- POINT MH 4+70 TO MH 5+97 . 5
POINT MH 34+25 TO MH 33+00
Tc = 17 . 38 min
Tc = 15 . 20 min AREA = 0 . 66 acres
AREA = 0 . 77 acres C = 0 . 85
C = 0 . 85 EAC = 14 . 05
yAC = 13 . 12 I = 1 . 21 in/hr-
I = 1 . 30 in/hr Q DESIGN = 17 . 02 cis
Q DESIGN = 17 . 11 cis V DESIGN = 4 . 59 ft/sec
V DESIGN = 4 .55 ft/sec
PIPE :
PIPE : INVERT IN = 9 . 37 it
INVERT IN = 10 . 57 it INVERT OUT = 9 . 10 it
INVERT OUT = 10 . 31 it LENGTH = 132 . 00 it
LENGTH = 129 . 00 it n = 0 . 012
n = 0 .012 DIAM :4� ,L-)30 . 00 in
DIAM = 30 . 00 in SLOPE = 0 . 20
SLOPE = 0 . 20 % Q FULL �J�(� J 19sZO . 06 cis
O FULL 19 . 66 cis V FULL = 4 . 09 ft/sec
V FULL = 4 . 05 ft/sec FLOW TIME = 0 . 48 min
FLOW TIME = 0 . 47 min
PLAN REVIEW ROUTING SLIP
DATE: - 7
APPL I CANT:
JOB ADDRESS: lnnf)
NATURE OF WORK: C.I U I L-
TO: Comments-Due Comments Due
I I ENGINEERING DIVISION l I FIRE PREVENTION BUREAU '
I I TRAFFIC ENG. DIVISION I I BUILDING CODE REVIEW
I UTILITIES ENG. DIVISION I ( ZONING & PARKING
I_x ( afflots, )- 1 I I ENERGY CODE
Comments or suggestions regarding this application should be provided in writing.
Please provide comments to the Building Division by 5:00 p.m. on above d
REVIEWING DEPARTMENT/DIVISION -�,—Q - YV f/ GL-F//-/TZ
I I APPROVED I I APPROVED WITH CONDITIONS ( ) NOT APPROVED
ec Y1a f-e$ o r, P ia�•s.
�) Pfo v►3c, TCsC- Vv 1"L- er K�r`J Ca, � ^ S•
CAI-pCo -f low can}tn� �•5
vac.. Lpn\Oc �cc C�LS
r-� DATE 7
Signature of Director or Authorized Representative
REVIEWING DEPARTMENT/DIVISION
I APPROVED I I APPROVED WITH CONDITIONS I I NOT APPROVED
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13. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHAY ' TAKE PRECEDENCE
OVER ALL OTHER PLANS.
14. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
APPROVED PLANS WHICH ARE ON FILE AT THE CITY OF RENTON DEPARTMENT OF
PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN
APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.
15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
16. ALL CATCH BASIN GRATES SHALL BE DEPRESSED O.1Q„P. PAVEMENT LEVEL.
17. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY Q
SHALL BE BACKFILLED ONLY WITH PEA GRAVEL OR 5/8 MINUS CRUSHED ROCK AND Q�•�� ,;'Y•�""�
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLIN£ ^ 1_7
CUT WITH SAW OR JACKHAMMER IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH
MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE THE THICKNESS
HE ORIGINAL ASPHALT OR TWO INCHES WHICHEVER IS GREATER.
18. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING
OF THE STORM DRAINAGE SYSTEM, THE SANITARY SEWER SYSTEM AND THE SITE
GRADING WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER.
wVL1.0 AillJ JL L.I.LC LI.ttLLVilO IVIN 01`f1\l1 UV. L.
1 . ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" ABED BY
WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, �984 EDITION .4.
(APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
2. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION/COLLECTION
FACILITIES TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER NATURAL
DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING '
e� +
AND CONSTRUCTION AND MUST BE MAINTAINED UNTIL CONSTRUCTION AND
LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS
PASSED.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT ,
LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR
TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
5. STORM DRAIN PIPE SHALL BE CONCRETE, RUBBER GASKETED ASTM C14, CL.2 OR
ASTM C-76-II OR PVC, SDR 21 CONFORMING TO ASTM D-3034.
6. BEDDING FOR STORM DRAIN PIPE SHALL BE PER APWA STANDARD PLAN B-11
(CONCRETE) OR— G' �a Groh-'-� 4+ter .�-�•�+� C P ' c
7. TRENCH WIDTH IN BEDDING ZONE SHALL BE 1-1/2 TIMES THE PIPE DIAMETER PLUS
18 INCHES.
8. TYPE 1 -C CATCH BASINS SHALL BE PER APWA STANDARD PLAN B-1 , WITH APWA
STANDARD PLAN B-2a FRAME AND GRATE AND APWA (1981) STANDARD PLAN NO. 60
OUTLET TRAP. TYPE It CATCH BASINS SHALL BE PER APWA STANDARD PLAN B-16,
WITH APWA STANDARD PLAN B-2a FRAME AND GRATE AND APWA (1981 ) STANDARD
PLAN NO. 60 OUTLET TRAP.
9. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER
PIPE SHALL BE THE SAME AS DESCRI3ED.
11 . ALL ROOF DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM.
12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
13. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE
OVER ALL OTHER PLANS.
14. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
APPROVED PLANS WHICH ARE ON FILE AT THE CITY OF RENTON DEPARTMENT OF
PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN
APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.
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SANITARY I
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ASTM D 3034, SDR 35. SECTION 7-OS \►�} I
2. SANITARY SEWER MANHOLES SHCONFORM
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LOCATION SO AS TO AVOID DAMAGE 0'' nISTURBANCE. 1 =�..- — _ - - 1. �� f.'.".." '
4• A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR i es
•. : : •w..v; s. i�j ' I
T O '"' * '' /e,�
STARTING N .,�
EW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S �1 E N ' •,•',,,, •, _ �-- '`
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CI3
CONSTRUCTION• ���� � •�' .r ` "" �_
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
CITY OF RENTON 1 �.:r ' l... t �F.� U 0
). IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ' TQNTHE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL ', '}v�
�' Q
CONSTRUCTION. ,.
06 r>
5. STORM DRAIN PIPE SHALL BE CONCRETE, RUBBER GASKETED ASTM I •�C14, CL.2 OR �'*'t6 .hk 2s A: aP' a
ASTM C-76-II - .'1 . �,F•*•,1 . •� .� fl�yy, i I ;�. _ O
OR PVC, SDR 21 CONFORMING TO ASTM D-3034. I , ;:�. •rT't- t
Lij
6. BEDDING FOR STORM DRAIN PIPE SHALL BE PER APWA STANDARD PLAN B-11 ..+�� J L` ' '1` I � `�""" LU
(CONCRETE) OR B-18C (PVC). r 51,,� - V 1 G 1_ iJ 1 T Y M �► P 1��= 2�s1.0 �� z
'"' ( th^t1r�,�t�c
7. TRENCH WIDTH IN BEDDING ZONE SHALL BE I-1/2 TIMES THE PIPE DIAMETER PLUS O z U)
18 INCHES. �S �, W w
cc Li
8. TYPE 1-C CATCH BASINS SHALL BE PER APWA STANDARD PLAN B-1, WITH APWA T Q
STANDARD PLAN B-2a FRAME AND GRATE TYPE II CATCH BASINS SHALL BE PER APWA STANDARD PLAN B116, Z
WITH APWA STANDARD PLAN B-2a FRAME AND GRATE AND
• C)
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9. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF N
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
10. BACKFI BE PLACED E UALLY ON BO PE IN LAYERS
WITH A LOOSE p � � �� �� ;.�. b
THOROUGHLY TAMPING E TOMAXIMUM
OF DENSITY. THESE �G cK !'i /�-� '/o !
COMPACTED L UST EXTEND FOR ONE PIPE DI EACH SIDE OF THE, L„ ' ace � m
PIPE THE SIDE OF THE TRENCH. MATERIALS TO COMPLE OVER IUh�} /2 G�
SHALL BE THE SAME AS DESCRI3ED.
11 . ALL ROOF DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM. o
12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
13. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE
OVER ALL OTHER PLANS. 3.'1
Q 5.b
r 14. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
APPROVED PLANS WHICH ARE ON FILE AT THE CITY OF RENTON DEPARTMENT OF Z
PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN
N
APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. w
15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS. d
16. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
J
I7. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKFILLED ONLY WITH PEA GRAVEL OR 5/8 MINUS CRUSHED ROCK AND
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE
CUT WITH SAW OR JACKHAMMER IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH Z
MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE THE THICKNESS
OF THE ORIGINAL ASPHALT OR TWO INCHES WHICHEVER IS GREATER.
CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- ILT DRAWING / }-
•HE STORM DRAINAGE SYSTEM, THE SANITARY SEWER SYSTEM AND THE SITE z Q
^.SING WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSF� Rl1FFQQTr)MAT 0 -
1 t
PLAN REVIEW ROUTING SLIP
DATE• ✓ -'�O
APPLICANT: _ ` Y. ��I� c, co
JOB ADDRESS: Q/2 S�
NATURE OF WORK: % Co tLj 5 T
TO: Comments Due Comments Due
I I ENGINEERING DIVISION I I FIRE PREVENTION BUREAU
I I TRAFFIC ENG. DIVISION I BUILDING CODE REVIEW
I I UTILITIES ENG. DIVISION I ( ZONING & PARKING
( )`9TiiERS ENERGY CODE
Comments or suggestions regarding this application should be provided in writing.
Please provide comments to the Building Division by 5:00 p.m. on above date.
REVIEWING DEPARTMENT/DIVISION ;SM
I I APPROVED I I APPROVED WITH CONDITIONS I /7 I NOT APPROVED
c N o
�i�o►i,l/P_ ��.5 C ����I'' G.i��. l"c-rc:e5s�.�y Sco/,�+'i�,�l� •t for � �✓ i� ��" /
V.
DATE
Signature of Director or Authorized Representative
REVIEWING DEPARTMENT/DIVISION
I I APPROVED I I APPROVED WITH CONDITIONS ( I NOT APPROVED
_ DATE
Signature of Director or Authorized Representative
1- -7- SW
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RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING env ' w �. .. w
CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
IT SHALL BE THE CONTRACTOR E N �, Et,"'�
.. .. .,�. , r
CITY OF RENTON). 'S RESPONSIBILITY TO NOTIFYT 011
THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL -'" _ z
CONSTRUCTION. i - --
�,*. ..
5. STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C14 CL.2 OR _'1 ~'+'�6 t +..;+. '`~ 251 > J ;a (n
co
C-6
ASTM C-76-II OR PVC, SDR 21 CONFORMING TO AST M D-3034. ' o, z�} ` - O�
.i. •`•�i`"•? 'r.r v :, ��i' 1 t ;11. t `'�I . ;>• i f I ^� LU
6. BEDDING FOR STORM DRAIN PIPE SHALL BE PER APWA STANDARD PLAN B-11 "3'` I "' �� ' """"' Q w
(CONCRETE) OR B 18C (PVC). ui z
—� sc,4 - �- -_ v t G 1 tJ t T Y M A P ���_ C�
1. TRENCH WIDTH IN BEDDING ZONE SHALL BE 1-1/2 TIMES THE PIPE AMETE DETER O z �
18 INCHES. '�S [ W Q
1 w
r�f .� _ --� LLl
8. TYPE 1-C CATCH BASINS SHALL BE PER APWA STANDARD PLAN B-1 , WITH APWA , � �� ��� n _> Q
n STANDARD PLAN B-2a FRAME AND GRATE AND APWA (1981) STANDARD PLAN NO. 60 ♦^� U
--- OUTLET TRAP. TYPE II CATCH BASINS SHALL BE PER APWA STANDARD PLAN B-16, V♦ z Z
WITH APWA STANDARD PLAN B-2a FRAME AND GRATE Ablrl
FT TR-Amp. m
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9. 0
fV
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
10. BACKFIL BE PLACED E UALLY ON BO PE IN LAYERS
WITH A LOOSE p
THOROUGHLY TAMPING E /
PO OF MAXIMUM DENSITY. THESE
COMPACTED L UST EXTEND FOR ONE PIPE DIA N EACH SIDE OF THE 1 � ACC C7 p m
PIPE TE SIDE OF SHALL BE THE SAME AS EMATERIALS TO COMPLET OVER
DESCRI3ED, 1"L d�T 41^,/ //h _/ � 5 �V S
�V/ C%(
11 . ALL ROOF DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM.
12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
13. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE �
OVER ALL OTHER PLANS. i
Q
14. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE t
APPROVED PLANS WHICH ARE ON FILE AT THE CITY OF RENTON DEPARTMENT OF
PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN Z
o
APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. QLrl
15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER °L
NSTRUCTION IS IN PROGRESS, n.
16. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
a
17. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY D
SHALL BE BACKFILLED ONLY WITH PEA GRAVEL OR 5/8 MINUS CRUSHED ROCK AND
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE o
CUT WITH SAW OR JACKHAMMER IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH Z
MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE THE THICKNESS
OF THE ORIGINAL ASPHALT OR TWO INCHES WHICHEVER IS GREATER. Fin
w u�e v
1'{�
18. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS ILT DRAWING _OF THE STORM DRAINAGE SYSTEM, THE SANITARY SEWER
SYSTEM AND THE SITE O Q
GRADING WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED ROFESSIONAL In Y
ENGINEER.
Q >--� ILI
a 0 Z - O
Q �- r
PL E VIEWS
No.
Project Name:
Building Permit Number:
Date to Utility Billing: - /9 ZHL
Business or Use:
Site Address:
Owner/Billing Address:
9ZZ 3
Tax Lot Numbers) Sauare Footage Assessment
PLANNING DIVISION
copies to: C4 r ��
Airport
Building Division S
City Attorney F
/n
City Council (�C
Community Dev.Director
Engineering Division
_ Finance Department
Fire Dept./Prevention
Hearing Examiner
Housing & Human Resources
Mayor
Park Department
Personnel Department
Planning Commission
Police Department
Public Works Director
Traffic Engineering Division
Parties of Record
DESCRIPTION ADDRESS DATE DATE - CHUCK'S DATE TO DUE DATE TO BUILDING DATE RCVD. DATE TO
RECEIVED REVIEW BERGSTROM BUILDING DEPT. PLAN NO. PERMIT BILLING
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BUSH, ROED & HITCHINGS, INC.
CIVIL ENGINEERS S LAND SURVEYORS
',[AT 1,( 'A A.—N''1+.
NO. REVISION BY APPR ! DATE
1'r
STORM WATER UTILITY
RECEIVED
J U L 7 1988
, - V
DEPARTMENT OF PUBLIC WORKS
STOF;M DRt,/NA0 E K.L Y PLA',V j
O/ L./.D. ESDA/N . 33/2 /
DESIGNED DATE FILE NO.
DRAWN -'
CHECKED { SC.4 E - FIELD BOOK PAGE_
APPROVED _-_�__—_ 1 SHEET A! OF I �
r-, ,.