HomeMy WebLinkAboutSWP272120(6) CITY OF RENTON INVOICE DATE ACCOUNT I INVOICE
FINANCE DEPT. 200 MILL AVE. S. • RENTON, WA 98055
DATE ACCOUNT INVOICE CUSTOMER REFERENCE PAYMENT DUE FOR INFORMATION CALL ACCOUNT NAME
I
DESCRIPTION AMOUNT
FILE COPY
i
�i CITY Olin RENTON
_R PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Utility lingineering
July 15, 1988
Michael M. Zemanek
Public Improvement Supervisor
Washington Natural Gas
Bellevue, WA 98007
Subject: Gypsy Creek Drainage Improvements
Dear Michael:
Please find enclosed an invoice for cost increases on the subject project in
accordance with your letter dated July 7, 1988.
Attached for your information is a copy of the letter from the Washington
State Department of Transportation stating that the project will be awarded
to KAC Construction.
Very truly yours,
Charles E. Price, P.E.
Storm Water Utility Engineer
cl/wng-inv/cep:jlm
Attachments
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
a
rt 7 CITY OF RENTON INVOICE
I — FINANCE DEPT. 200 MILL AVE. S. • RENTON, WA 98055
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DATE ACCOUNT INVOICE CUSTOMER REFERENCE PAYMENT DUE FOR INFORMATION CALL
J7/14/ 88 130,44 2943 08/03 / 83 Public Works - ( 206) 235-2569
Washington Natural Gas Co .
6';;5 136th Ava . N . E.
3.ellevu?, WA yE0iJ7
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W DESCRIPTION AMOUNT
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a Gypsy Creek storm sew
m z Adjustments required for clearance around w:"v'G 12„'
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Lake Washington Blvd. N. : . 45th St . 13.680 .00
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Total Imount Luc 13, 680.00
CUSTOMER COPY
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1986Z
SHORELINE APPLICATION
NOTICE OF APPLICATION FOR
SHORELINE MANAGEMENT
SUBSTANTIAL DEVELOPMENT PERMIT C�
Notice is hereby given that The City of Renton, Department of Public
Works, Storm Water Division has filed an application for a
substantial development permit for the construction or development of
Storm drainage improvements for NE 44th Street and I-405 to the outlet into
Lake Washington.
located from NE 44th Street and I-405 to the outlet in Lake Washington
within Section(s) 29 of Township 24 N, Range 5 W.M. , in
the City of Renton, King County, Washington. Said development is proposed to
be within Lake Washington and/or its associated wetlands.
Any person desiring to express his views or to be notified of the action
taken on this application should notify the Building and Zoning Department,
Renton Municipal Building, 200 Mill Avenue South, Renton, Washington 98055 in
writing of his interest within thirty (30) days of the last publication of
this notice. Publication dates of this notice are
and
City of Renton
Building and Zoning Department
10-85
CITY OF RENTON, WASHINGTON
SHORELINES MANAGEMENT
SUBSTANTIAL DEVELOPMENT PERMIT
APPLICATION/APPEAL PROCEDURE
EARLY CONSULTATION
Prior to submitting an application for a Shorelines Exemption from a Substantial
Development Permit, the applicant should informally discuss a proposed development with
the Building and Zoning Department. The Building and Zoning Department will provide
assistance and detailed information on the City's requirements and standards.
PROCEDURE:
The procedure for approval takes a minimum of 85 days and may take longer if additional
information is required of the applicant by city departments to make their
recommendations.
1. When the City of Renton Building and Zoning Department receives a complete
application for a Shoreline Management Exemption from a Substantial
Development Permit, then the applicant shall be required to publish notices of the
proposed action in a newspaper of general circulation in the City of Renton (King
County). These notices shall be published at least once a week on the same day of
the week for two consecutive weeks. A notarized affidavit of publication shall be
provided by the applicant to the Building and Zoning Department. (NOTE: The
newspaper must supply this affidavit to the applicant.) Notice in the newspaper of
the proposed action allows all interested persons to submit their views within thirty
(30) days of the last date of publication and to receive a copy of the action taken
upon the application. All notices of applications for Shoreline Management
Exemption from a Substantial Development Permit shall be substantially in the
form as the example provided by the Building and Zoning Department.
2. The Building and Zoning Department determines approval or denial of the permit
after the comment period and after the SEPA threshold determination is made.
3. The Department of Ecology commences a thirty (30) day review period after
receiving the Administrator's decision during which appeals can be made.
4. If no appeals are filed, work on the project may commence after notification of the
end of the review period by DOE.
APPLICATION:
❑ 1. One (1) original plus six (6) copies of a complete application form and affidavits of
ownership together with any other pertinent information.
o 2. The application shall be accompanied by an application fee and an environmental
checklist fee determined as follows:
Cl Permit Fee:
$ 75 if value is less than $10,000
$150 if value is less than $50,000
$200 if value from $50,000 to $100,000
$250 plus .02% of value over $100,000
❑ Environmental Checklist:
$55 if value less than $10,000
$60 plus $1 per $10,000 if value greater than $10,000
A fee in the amount of 1-1/2 times the above listed fee may be assessed if the
subject property is located in an environmentally sensitive area.
❑ 3. Copies of legal description for entire property.
❑ 4. Attachments to application form (original and 6 copies)
Cl A. Vicinity map: A scaled map showing the subject site in relation to all
properties at least 1,000 feet from the subject site.
If the proposed project involves removal of any soils by dredging or other
means, identify the proposed disposal site on the vicinity map. If disposal site
is outside the area indicated on the map, prepare another vicnity map showing
the precise location of the disposal site and its distance to the nearest city or
town.
❑ B. An Accurate Site Plan That Includes: Detailed scaled drawing or text sufficent
to fully explain the intended project including:
❑ Site boundary and dimensions.
❑ Property dimensions in vicinity of project.
❑ Ordinary high-water mark (existing and proposed).
❑ Existing land contours using five (5) foot intervals in water area and ten (10)
foot intervals on areas landward of ordinary high-water mark.
❑ Proposed land contours using five (5) foot intervals in water area and ten
(10) foot intervals on areas landward of ordinary high-water mark, if
development involves grading, cutting, filling, or other alteration of land
contours.
❑ Typical cross section or sections showing:
❑ Existing and proposed ground elevations.
❑ Existing average grade level underneath and proposed structure.
❑ Height of existing and proposed structures.
❑ Dimensions and locations of existing structures which will be maintained and
proposed structures.
❑ Materials comprising proposed fill or extraction, if any.
❑ Amount of fill or extraction (in tons and cubic yards) and, if extraction,
disposal site.
❑ Location of proposed utilities, such as sewer, septic tanks and drainfields,
water, gas, electricity. (If the development allows septic tanks, depth of
the water table.)
❑ C. Project Narrative (8 copies):
❑ a. Provide a brief narrative description of the general nature of the
improvements and land uses within 1,000 feet in all directions from
the development site.
❑ b. If a variance is being requested, the application shall contain the
applicant's reasons why the variance should be granted.
❑ C. If a conditional use is being requested, the application shall contain
the applicant's explanation of why the conditional use should be
granted, including notation of any special features of the proposed
project that supports the request.
❑ D. Legal Notice Documents: Applicant must provide the Building & Zoning
Department with an affidavit stating notices in newspaper were published.
❑ E. Other Helpful Documents:
❑ a. Photographs
❑ b. Sketches, etc.
❑ F. Complete Environmental Checklist
❑ G. Submit one Super-K or PMT reduction of each sheet of plans submitted on
either 8-1/2" x 11" or 8-1/2" x 14." A Super-K reduction is a
photographic reduction on a type of mylar sheet. Xerox reductions are
not generally acceptable unless absolutely clear.
APPEAL PROCEDURE:
If permit is denied, applicant may appeal to Shoreline Hearings Board, as outlined below.
Appeal Initiated by Department of Ecology or Attorney General
1. Either the Department of Ecology or Attorney General may request review of the
granting or denying of a permit within thirty (30) days of the action of the Renton
Building and Zoning Department. Notice is sent to the Building and Zoning
Department and the Hearings Board.
2. The Hearings Board conducts a review as requested and accepts or overturns the
decision of the City of Renton.
3. Any part to the review may appeal the Hearings Board decision to Superior Court.
Appeal Initiated by the Applicant or by a Private Party
1. Any person, including the applicant, aggrieved by the granting or denying of a
permit may request an appeal. The request is sent to the Department of Ecology,
the Attorney General, and the Hearings Board.
2. Either the Department or the Attorney General must certify the request as valid
for the review to continue. Certification must be given within thirty (30) days.
3. If the request is certified, the Hearings Board conducts a review and sustains or
overturns the decision of the City of Renton.
4. Any party who fails to obtain certification or any party to a review before the
Hearings Board may appeal to Superior Court.
October 30, 1985/0883Z
0398Z
CITY OF RENTON
Building & Zoning Department
(206) 235-2550
•
SHORELINE MASTER APPLICATION
APPLICATION FOR: OFFICE USE ONLY:
Application No. :
SUBSTANTIAL DEVELOPMENT EC-P No. :
PERMIT
SEC-TWP-R:
CONDITIONAL USE PERMIT
Date Approved •
VARIANCE Date Denied :
_ Publication Date:
EXEMPTION
Comprehensive Plan:
REVISION Zoning:
Water Body:
STAFF USE ONLY -- ADMINISTRATIVE PROCESSING
Date Received : Application Received By:
Application Determined To Be:
❑ Accepted ❑ Incomplete
Notification Sent On:
By ( Initials) :
Date Routed : Additional Material Received by:
Application Determined To Be:
❑ Accepted ❑ Incomplete
Notification Sent On:
By ( Initials) :
In addition to the information below. the applicant should include a site
map and any other pertinent information which will assist in the review
of this application. The Building and Zoning Department reserves the
right to require additional information needed to evaluate the
application.
APPLICANT TO PROVIDE INFORMATION REQUIRED IN ITEMS 1-10 THROUGH I4-26 BELW:
INFORMATION:
1. Applicant Owner Purchaser
Name: City of Renton, Department of Public Works Lessee Other
Municipal Building
Mailing 200 Mill Avenue South
Address Renton, Washington 98055 Phone : (206) 235-2631
2 . Name of
Property owner J.H. Baxter & Company
P.O. Box 568
Mailing Renton, Washington 98055
Address Phone:
3 . Contact/ Charles E. Price, P.E.
Consultant : Storm Water Utility Engineer
Municipal Building
Mailing 200 Mill Avenue South
Address Renton Washington 98055 Phone: (206) 235-2631
PROJECT INFORMATION:
4 . General location of proposed project (give street address if any or
nearest street and intersection) Project extends from NE 44th Street and
Lake Washington Boulevard NE, West to Lake washington through J.H. Baxter Company
property.
5 . Legal Description (if lengthy, attach as separate sheet) :
6 . Name of adjacent water area or wetlands: Lake Washington
7 . Current use of property and existing improvements : Pro;Prty within the
'shoreline area is currently vacant.
8 . PROPOSED USE OF PROPERTY and proposed improvements (be specific) :
Vacant with drainage improvements.
9 . Proposed construction costs and schedule:
A. Total construction cost and fair market value of proposed
project include additional developments contemplated but not
included in this application• Portion within the shoreline area is less
than $10,000.00
B. Construction dates (month/year) for which permit is requested:
Begin June 1988 End November 1988
10. List any other permits for this project from state, federal , local
governmental agencies or the City of Renton for which you have
applied or will apply, including the name of the issuing agency,
whether the permit has been applied for, and if so, the date of the
application, whether the application was approved or denied and the
date of same, and number of the application or permit :
Department of Fisheries Hydraulic Permit (March 1, 1988)
Z7TXS 11, 12, AND 13 TO BE COKPLSTED BY LOCAL OFFICIAL:
11. NATURE OF THE EXISTING SHORELINE. (Describe type of shoreline, such
as marine, stream, lake, lagoon, marsh, bog, swamp, flood plain,
floodway, delta ; type of beach, such as accretion, erosion, high
bank, low bank, or dike; material, such as sand, gravel, mud, clay,
rock, riprap; and extent and type of bulkheading, if any) :
12 . In the event that any of the proposed buildings or structures will
exceed a height of thirty-five (35 ) feet above the average grade
level, indicate the approximate location of and number of residential
units, existing and potential , that will have an obstructed view.
13 . If the application involves a conditional use or variance, set forth
in full that portion of the master program which provides that the
proposed use may be a conditional use, or, in the case of a variance,
from which the variance is being sought .
ITEMS 14, 15, AND 16 TO BE PROVIDED BY APPLICANT:
14 . If applying for a variance or a conditional use, complete the
variance or conditional use form.
15 . Project Maps : Attach to application accurate site plan and vicinity
maps . Refer to application instruction handout for map requirements .
16 . Additional information ( If necessary, attach as separate sheet ) :
Project is done in phases. Improvements East of Lake Washington Boulevard N are
one phase and West of Lake Washington Boulevard N (within the shorline area) i
another phase. Project is to enlarge flow capacity to prevent upstream flooding.
STATE OF WASHINCTON SS
CITY OF RENTON
I , being duly
sworn, certify that I am the above-named applicant for a permit to con-
struct a substantial development pursuant to the Shoreline Management Act
of 1971, and that the foregoing statements , answers , and information are
in all respects true and correct to the best of my knowledge and belief .
Signature
Subscribed and sworn to me this day of
Notary Public in and for the State of
Washington, residing at
FORM 177
' r � •
R CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Pg
Earl Clymer, Mayor Design/Utility Engineering
MEMORANDUM
DATE: June 16, 1988
TO: Don Erickson, AICP, Zoning Administrator
From: Chuck Price, Storm Water Utility Engineer
SUBJECT: I-405 Storm Drain Crossing
Vicinity of N.E. 44th Street (ECF 031-88)
As outlined in your letter of June 3, 1988, the additional information requested and a response
to each item are as follows.
1. A plan incorporating, into the storm drain project, the retention of the existing detention
ponds on public property and private property (if a revised agreement can be made with
the property owner to permit such retention).
Note: The retention of these ponds has been determined to be important because these
ponds contain swales which are valuable for filtering waters moving through the drainage
system.
Response:
The City has no authority at this time to require the property owner to retain the existing
pond as is. The City has entered into an agreement which, upon fulfillment of the terms
therein, would agree that the retention capacity that the pond provides would no longer be
required. A copy of the agreement is attached.
The storm drainage project as shown in the plans does not eliminate the existing pond. As
stated in your letter the pond is a valuable resource. It provides biofiltration as well as
habitat for fowl. We also see incorporating it into a fisheries enhancement program when
we do down stream improvements th Gypsy Creek.
I believe the best way to accomplish this is by having the pond dedicated for this purpose
during future development planning.
2. A letter from you stating anticipated changes, if any, in volume/velocity of storm water
run-off between the existing and proposed storm water drainage management systems.
This letter should also address plans for mitigation of water management impacts which
are likely to result from those changes. In addition, it would be helpful if this included a
presentation of expected habitat impacts and proposed mitigation measures, as appropriate.
This information will ensure maximum protection of water quality and minimum
disruption of the existing natural environment.
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
Don Erickson
June 17, 1988
Page 2
Response:
This project is Phase I of the Gypsy Creek improvements. At this time during normal
flows, water will be running through the existing 24 inch system as it is today. A weir has
been placed in the 120 inch manhole so that the new system is only used for flood waters.
The only change at this time is to use the existing system to receive flood waters in order
to prevent flooding of Denny's Restaurant.
The ultimate design in Phase II will be to improve the down stream capacity to handle the
100 year storm and direct the normal flows into the new larger pipes. This will increase the
volume and velocity of the system. Phase I plans have been designed to handle the 100 year
event. Phase II plans will be designed to handle the 100 year event also. In addition Phase
II will be considered to enhance the fisheries. At this time the drainage facilities do not
allow for fish migration upstream. The larger pipes will decrease the normal flow velocities
during fish migration and allow easier fish passage. We have worked with the Department
of Fisheries in the Phase I design to allow for future fish passage after Phase II is
completed.
In short Phase I plans should not impact the existing habitat. After Phase II installation the
new facilities would be used to further enhance the existing habitat by adding a fisheries
resource. These facilities also eliminate flooding of Denny's Restaurant.
3. A plan for erosion during the construction phase of the project.
Response:
Erosion will not be a problem on this project. The stream will always be draining through
the existing 24 inch system allowing construction to be performed in the dry. A weir will
be installed in the 120 inch manhole so that when the connection is made into the pond
water will not flow through.
4. A plan for routing of regular and emergency vehicles in the vicinity of the project site
during the construction period.
Response:
Washington State Department of Transportation Standard Plans which are included as a
part of the specifications are attached. One lane of traffic will always be maintained.
Chuck Price
cm/gyp-rsvp:cep.jlm
Attachment
cP4
40 CITY OF RENTON
BUILDING & ZONING DEPARTMENT
Earl Clymer, Mayor Ronald G. Nelson, Director
June 3, 1988
Robert E. Bergstrom, P.E.
Public Works Department
City of Renton
200 Mill Avenue South
Renton, Washington 98055
RE: Storm Drain Crossing at I-405 in the vicinity of N.E. 44th Street (ECF 031-88)
Dear Mr. Bob:
This letter is to inform you that the Environmental Review Committee began their review of
the environmental impacts of the above referenced project on May 25, 1988. At that meeting,
the Committee decided that a determination for this project should be deferred until the
following material is received:
1. A plan incorporating into the storm drain project the retention of the existing
detention ponds on public property and private property (if a revised agreement
can be made with the property owner to permit such retention).
Note: The retention of these ponds has been determined to be important because
these ponds contain swales which are valuable for filtering waters moving
through the drainage system;
2. A letter from you stating anticipated changes, if any, in volume/velocity of
storm water run-off between the existing and proposed storm water drainage
management systems.
This letter should also address plans for mitigation of water mann-aemen t impacts
which are likely to result from those changes. In addition, it would be helpful if
this included a presentation of expected habitat impacts and proposed mitigation
measures, as appropriate. This information will ensure maximum protection of
water quality and minimum disruption of the existing natural environment.
3. A plan for erosion control during the construction phase of the project; and
4. A plan for routing of regular and emergency vehicles in the vicinity of the
project site during the construction period.
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2540
Robert E. Bergstrom, P.E.
June 3, 1988
Page 2
Upon receiving the requested materials, the Environmental Review Committee will resume
review of your application for the I-405 Storm Drain Crossing project.
If you have any questions or desire clarification in this matter, please call our office.
For the Environmental Review Committee,
Donald K. Erickson, AICP
Zoning Administrator
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DKE:lb:sr:cs
Sign Spacing = X
Freeways
Expressways 50/55 MPH 1000't
Rural Roads q
Urban Arterials 0/55 MPH 500' +
Urban Streets Residential & 25/35 MPG 250'±
Business 01stricts
•
WORK
AREA
X
i
Buffer vehicle
with flashers
OW21- 5
TRAFFIC CONTROL PLAN
•awcio,ran ovan�.n v*•raa+aioi
Typical Application - Shoulder work - Rural Roads.Urban Streets
with no encroachment.
AOiCT 0..CLORtM[IpE[11
•^•�•� February 6,1987
STANDARD PLAN K - 19
ONE LANE
W20-4 ROAD /
AHEAD
W20-7o • /
LEGEND
O C O CHANNELIZING DEVICES 200'
to
300'
FLAGGER
MORK
AREA
Truck or borricode with
0000,orange flops or warning lights
I
SIGN SPACING•X
200'
O to W 20-7ays
I e 300' Expressways 50/55 MPH 1000'±
oiI 50'MIN. .
Rural Roads 40/55 MPH 500'f
Urban Arterials
X
Urban Streets
Residential 8 25/3 5 MPH 250'i
Business Districts
ONE LANE
i * X ROAD W20-4
AHEAD TRAFFIC CONTROL PLAN
TYPICAL APPLICATION-DAYTIME OPERATION OF SHORT -�
DURATION ON A TWO-LANE ROADWAY AND FLAGGING
IS PROVIDED.
2-6-87 lAdded sin spacing chart IRG 1615 JMY It'1.
DATE I REVISION BY APP STANDARD PLAN K-1
ri'his document is b,- re-recorded to reflect correct acknowledged by the
parties to this a t.
e DECLARATION OF RESTRICTIVE COVENANTS
49100
WHEREAS, Paul A. Butrim, G. Harlan Lewis, and Arne R.
Mortensen, are the owners of the following real property in the
" cam City of Renton, County of King, State of Washington, described
- 4 2,97� C
�• as Exhibit 'A' attached hereto.
WHEREAS, the owner(s ) of said described property desire
ri to impose the following restrictive covenants running with the
N
land as to use, present and future, of the above described real
O
Ito property; and
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WHEREAS, the City of Renton, in coordination with the
owners of said property has determined that the existing combined
storm water retention capacity of Parcel 'A' , Parcel ' B' and the
adjoining right-of-way is 100 , 000 cubic feet; and
WHEREAS, the owners of said property wish to redistribute
said capacity and establish separate requirements for retention
capacity for Parcel 'A' and for Parcel ' B' ' and
WHEREAS, the City of Renton wishes the owners of said
property to participate in future installation of storm drainage
pipe that will eventually reduce the need for said storm drainage
retention requirements ;
NOW, THEREFORE, the aforesaid owners ) hereby establish,
grant and impose restrictions and covenants running with the land
hereinabove described with respect to the use by the undersigned,
their successors , heirs, and assigns as follows :
STORM WATER RETENTION REQUIREMENTS 56
1 . The owners of said Parcel 'A' , their successors, heirs
1
and/or assigns , and the City of Renton hereby agree
and covenant that any and all development of Parcel
'A' and the adjoining right-of-way shall provide
37 , 500 cubic feet of storm water drainage retention
capacity and provisions for said capacity shall be
installed to City standards in conjunction with said
development at no expense to the City.
0
2 . The owners of said Parcel 'B' , their successors, heirs
and/or assigns and the City of Renton hereby agree
and covenant that any and all development of Parcel
'B' shall provide 62 , 500 cubic feet of storm water
rl drainage retention capacity and provisions for said
G
capacity shall be installed to City standards in con-
junction with said development at no expense to the
v
G City.
INSTALLATION OF PIPE TO INCREASE FLOW TO LAKE
The owners of said Parcel 'B' , their successors , heirs and/or
assigns and the City of Renton agqree and covenant th t wh n ✓
required b the City, crf— H affected property owners bkew n q Y Y� h P P Y
said Parcels 'A' and ' B' and Lake Washington to increase storm
drainage flow from said Parcels 'A' and ' B' to Lake Washington'
that said owners of Parcel 'B' , their successors, heirs and/or
assigns shall install, at no expense to the city, a maximum
of seventy feet of 48-inch diameter storm drainage pipe across
Lake Washington Boulevard N.E. right-of-way adjoining said
Parcels and shall install in said right-of-way, at no cost
to the City, open ditches or conduit constructed to City stan-
dards , along frontage of said Parcels so that storm water will
flow to said 48-inch diameter storm drainage pipe.
DURATION
These covenants shall run with the land in perpetuity. Upon
installation of said storm drainage pipe across Lake Washing-
ton Boulevard N.E. right-of-way adjoining said Parcel ' B' ,
the City of Son agrees that said st%l water retention .
requirements for said Parcels 'A' and ' B' shall erminate -
-e -:
Any violation or breach of these restrictive covenants may be
enforced by proper legal procedures in the Superior Court of King
County by either the City of Renton or any property owners adjoin-
0)
Oing subject property who are adversely affected by said breach.
�i
OWNERS CITY OF RENTON
O � _
Paul A. Butr ' )
lan Lew' /77ayo,r
e Mortense
STATE OF WASHINGTON)
COUNTY OF KING )
On this /-,7 day of 19 ,
before me personally appeared
the person(s ) who executed the within and foregoing instrument, and
acknowledged said instrument to be the free and voluntary act and
deed of said person(s ) for the uses and purposes therein mentioned.
IN WITNESS WHEREOF, I have hereunto set my hand and affix
my official seal the day and year first above written.
Notary PulzAic in and for the State
of WapEkIngton, residing at
GGC�:r-zc-L i
STATE OF WASHINGTON)
COUNTY OF KING )
On this 20th day of January, 1983 before me personally appeared
Barbara Y. Shinpoch, Mayor of the City of Renton and Maxine E. Motor, City
Clerk of the City of Renton, the persons who executed the within and
C�2 foregoing instrument, and acknowledged said instrument to be the free
O
and voluntary act and deed of said persons for the uses and purposes
r-i
Gtherein mentioned.
M IN WITNESS WHEREOF, I have hereunto set my hand and affix my
.official seal the day and year first above written.
XL�Z2—
4Noty,.'Public in and for the State
of Washington, residing at Renton
EXHIBIT "A"
PARCEL 'Al.
A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 29 , TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. , KING COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS :
Cl
BEGINNING AT THE NORTHEAST CORNER OF TRACT 185 OF C.D. HILLMAN' S
LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 3
cl AS RECORDED IN VOLUME 11 OF PLATS, PAGE 81, RECORDS OF SAID COUNTY;
co THENCE S0056 ' 18"W 367 . 36 FEET ALONG THE EAST LINE OF SAID TRACT;
co THENCE N88047 ' 17"W 187 . 00 FEET PARALLEL WITH THE NORTH LINE OF SAID
TRACT: THENCE S0056 ' 18"W 4 . 00 FEET: THENCE N88047 ' 17"W 40 . 60 FEET
TO THE EASTERLY RIGHT-OF-WAY LINE OF SR 405 AS CONVEYED TO THE
STATE OF WASHINGTON UNDER REC. NO. "S 4075146 AND 5687948 , RECORDS
r'1 OF SAID COUNTY; THENCE NORTHERLY AND EASTERLY ALONG SAID RIGHT-OF-
WAY LINE N23049 ' 27"E 313 . 41 FEET; S66010 ' 33"E 60 . 00 FEET; N23049 '
27"E 113 . 86 FEET TO A POINT ON THE NORTH LINE OF SAID TRACT, SAID
POINT ALSO BEING ON THE SOUTH RIGHT-OF-WAY LINE OF S.E. 76TH STREET;
THENCE S88047 ' 17"E 6 . 16 FEET TO THE POINT OF BEGINNING.
V
C? .
PARCEL 'B'
THAT PORTION OF TRACT 185 OF C.D. HILLMAN' S LAKE WASHINGTON GARDEN
OF EDEN ADDITION TO SEATTLE DIVISION NO. 3 , AS RECORDED IN VOLUME
11 OF PLATS, PAGE 81, RECORDS OF KING COUNTY, WASHINGTON LYING SOUTH
OF THE FOLLOWING DESCRIBED LINE:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT 185 ; THENCE S0056 '
18"W 367 . 36 FEET ALONG THE EAST LINE OF SAID TRACT TO THE TRUE POINT
OF BEGINNING; THENCE N88047 ' 17"W PARALLEL WITH THE NORTH LINE OF
SAID TRACT 187 . 00 FEET; THENCE S0056 ' 18"W 4 . 00 FEET; THENCE N88047 '
17"W TO A POINT ON THE WEST LINE OF SAID TRACT AND THE TERMINUS .
EXCEPT THAT PORTION LYING WEST OF THE EASTERLY RIGHT-OF-WAY LINE OF
SR 405 AS CONVEYED TO THE STATE OF WASHINGTON UNDER REC. NO. ' S
4075146 AND 5687948 , RECORDS OF SAID COUNTY.
CllRPLID
�C a.3
K'Ihl w -
•J
�i �: CITY OF RENTON
m4 POLICY DEVELOPMENT DEPARTMENT
Earl Clymer, Mayor
August 8, 1988
Mr. Charles E. Price, P.C.
Storm Water Utility Engineer
Municipal Building
Renton, WA 98055
Re: I-405 Storm Drain Crossing
File Nos. ECF-031-88
Dear Mr. Price:
This letter is to inform you that the Environmental Review Committee completed their
review of the environmental impacts of the above referenced project. The Committee
on August 3, 1988, decided that your project may be issued a Determination of Non-
Significance-Mitigated with the following condition:
That the applicant prepare a document stating that the pond in the public right-
of-way be retained in order to maintain water quality downstream and to provide
biofiltration for the stream which provides some fish habitat.
Because the Environmental Review Committee imposed specific mitigation measures
rather than issue a Determination of Significance, there is a required fifteen (15) day
comment period during which comments are solicited from various agencies,
jurisdictions or individuals who may have an interest in the Committee's decision. The
comment period will end August 23, 1988. Following the end of the comment period,
the City will finalize it's Determination unless comments received require a reevaluation.
Following the finalization of the Determination, there is a required fourteen (14) day
appeal period.
In addition, by the end of the comment period, we should be able to establish a tentative
public hearing date before the Hearing Examiner.
If you have any questions or desire clarification of the above, please call our office at
235-2550 and ask for Jeanette Samek-McKague or me.
nDonald
ronmeCAI
iew Committee,
rickson, P
Zoning Administrator
DKE:adk
200 Mill Avenue South - Renton, Washington 98055 - (206)235-2552
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE
(MITIGATED)
ENVIRONMENTAL CHECKLIST NO. : ECF-031-88
APPLICATION NO(S) : N/A
PROPONENT: City of Renton, Public Works Dep't.
DESCRIPTION OF PROPOSAL: Application to construct storm drain
improvements to increase drainage
capacity at the I-405 culvert near
N.E. 44th Street.
LOCATION OF PROPOSAL: Located north of I-405 at N.E. 44th
St.
LEAD AGENCY: City of Renton
Building and Zoning Department
The City of Renton Environmental Review Committee has determined that
it does not have a probably significant adverse impact on the
environmental . 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 were applied the lead agency will not act on this proposal
for fifteen (15) days from August 8, 1988 . Any interested party may
submit written comments which must be submitted by 5: 00 p.m. , August
23 , 1988 , 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: August 8, 1988
DATE OF DECISION: August 3 , 1988
SIGNATURES :
� V
C�
Ronald G. Nelson Larry Springer
Building Official Planning Manager
Richard . Houghton
Public orks Director
0 0
DETERMINATION OF NON-SIGNIFICANCE-MITIGATED
MITIGATION MEASURES
PROJECT: I-405 Storm Drain
ENVIRONMENTAL CHECKLIST: ECF-031-88
APPLICATION NUMBER: N/A
DESCRIPTION OF PROPOSAL: Application to construct storm
drain improvements to increase
drainage capacity at the I-405
culvert near N.E. 44th Street.
LOCATION OF PROPOSAL: Located north of I-405 at N.E. 44th
Street.
DETERMINATION:
The ERC issued a Determination of Non-Significance - Mitigated - for
the proposed rezone and site plan on August 3 , 1988, with the
following conditions:
1.That the applicant prepare a document stating that the pond in the
public right-of-way be retained in order to maintain water quality
downstream and to provide biofiltration for the stream which provides
some fish habitat
_F*568 862 342
RECEIPT FOR CERTIFIED MAIL
NO INSURANCE COVERAGE PROVIDED
NOT FOR INTERNATIONAL MAIL
(See Reverse)
W Sent to
Street and No
//S, A& 40,E
O
P.O.,State and ZIP Code
Postage S
Certified Fee
Special Delivery ee
Restricted Delivery Fee
Return Receipt showing
to whom and Date Delivered
IN
co Return Receipt showing to whom.
Date,and Address of Delivery
d
j TOTAL Postage and Fees S
Postmark or Date
L,
a
MW
STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE,
CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES.(see front)
1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving
the receipt attached and present the article at a post office service window or hand it to your rural carrier.
(no extra charge)
2. If you do not want this receipt postmarked,stick the gummed stub to the right of the return address of
the article,date,detach and retain the receipt,and mail the article.
3. If you want a return receipt,write the certified mail number and your name and address on a return
receipt card.Form 3811,and attach it to the front of the article by means of file gummed ends if space per-
mits.Otherwise,affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED
adjacent to the number.
4. If you want delivery restricted to the addressee,or to an authorized agent of the addressee,endorse
RESTRICTED DELIVERY on the front of the article. -I
5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If returA
receipt is requested,check the applicable blocks in item 1 of Form 3811.
mob. Save this receipt and present it if you make inquiry.
tk
CITY OF RENTON
:F PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Utility Engineering
August 4, 1988
Ming-San Kao
17118 NE 40th Court
Redmond, WA 98052
Subject: I-405 Storm Drain Crossing
Utility Easement
Ir
Dear Sir:
Enclosed you will find one (1) original easement which is required for the parcel
of land located off Lake Washington Boulevard for to the I-405 Storm Drain Crossing.
You will also find attached a copy of the May 27, 1988 letter from your attorney,
Mr. Henry G. Liebman, stating your agreement to the easement.
On August 4, 1988, 1 contacted Mr. Liebman to verify whether he would obtain your
signature or whether he wished the City to send the easement. He asked that this Utility
send the easement and obtain your signature.
Please sign the enclosed easement before a Notary Public and return it to the Storm
Water Utility. If you have any questions, please contact me at (206) 235-2631.
Very truly yours, 'Ce
Garth D. Cray
Sr. Engineering Specialist
cg/mng-san/gdc:jlm
Attachments
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
FRANCO, ASIA, BENSUSSEN & COE
ATTORNEYS AT LAW
ALBERT M.FRANCO 1500 TOWER BUILDING BRUCE P KRIEGMAN
BENJAMIN S.ASIA,P.S. 71-- & OLIVE
EDWARD M.BENSUSSEN
HAROLD B.COE SEATTLE,WA 98101
BRIAN L.NORDWALL (206) 624-5622 WILLIAM Y.MIMBU
HENRY G.LIEBMAN
DAVID L-FRIEND FAX 206-625-9218 OF COUNSEL
SHARON A.FINEGOLD
COUNSEL TO THE FIRM
May 27 , 1988
Charles E. Price
Storm Water Utility Engineer
Public Works Department
Muncipal Building
200 Mill Avenue South
Renton , WA 98055
Re : Kao/Renton Property;
Storm Drain Crossing Easement - Copy Attached
Dear Mr . Price :
The Kaos have agreed to the easement . Please forward neces-
sary documentation for our review.
Thank you .
Very truly yours ,
FRANCO, IA, BENSUSSEN & COE
By
Henry G. Liebman
HGL:kp
05HGLC: 22
Enclosure
?4AY 3 1988
CITY OF RENTON
Engineering Dept.
UTILITIES #1
EASEMENT
THIS INSTRUMENT, made this day of 19 88
by and between: and
Horn Sheng P . , Co . , Ltd . and
and
and
hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King County,
Washington, hereinafter called "Grantee".
WITNESSETH:
That said Grantor(s), for and in consideration of the sum of $
paid by Grantee, and other valuable consideration, do by
these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns,
an easement for the public utilities (including water, sewer, and storm) with necessary appurtenances over,
through, across, and upon the following described property in King County, Washington, more particularly
described as follows:
AN EASEMENT 15 FT IN WIDTH LYING 7 . 5 FT ON EITHER SIDE OF THE FOLLOWING
DESCRIBED CENTER LINE :
BEGINNING AT A POINT WHICH IS THE NW CORNER OF LOT 2 BLOCK 185 OF
C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION ,
THENCE SOUTH WESTERLY ALONG WEST LINE OF LOT 3 OF SAID BLOCK A
DISTANCE OF 11 . 37 FT TO THE TRUE POINT OF BEGINNING ,
THENCE SOUTH EASTERLY AT RIGHT ANGLES TO THE SAID WEST LINE A
DISTANCE OF 10 FT.
Said heretofore mentioned grantee, its successors or assigns, all have the right, without prior
notice or proceeding at law, at such times as may be necessary to enter upon said above described property
for the purpose of constructing, maintaining, repairing, altering, or reconstructing said utilities, or making
any connections therewith, without incurring any legal obligations or liability therefore, provided, that such
construction, maintaining, repairing, altering, or reconstruction of said utilities shall be accomplished in
such a manner that the private improvements existing in the right(s)-of-way shall not be disturbed or
damaged, they will be replaced in as good a condition as they were immediately before the property was
entered upon by the Grantee.
The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain
the right to use the surface of said right-of-way if such use does not interfere with installation and
maintenance of the utilities. However, the grantor shall not erect buildings or structures over, under or
across the right-of-way during the existence of such utilities.
This easement, shall be a covenant running with the land and shall be binding on the Grantor,
his successors, heirs and assigns. Grantors covenant that they are the lawful owners of the above properties
and that they have a good and lawful right to execute this agreement.
Horn Sheng P . , Co . , Ltd , and
and
and
and
CORPORATE FORM:
STATE OF )
SS
COUNTY OF )
On this day of 19 before me, the undersigned, a Notary
Public in and for the State of , duly commissioned and sworn personally
appeared and
to me known to be the and , respectively,
of the corporation that executed the foregoing
instrument, and acknowledged the said instrument to be the free and voluntary act and deed as said
corporation, for the uses and purposes therein mentioned, and on oath stated that
authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation.
WITNESS my hand and official seal hereto affixed the day and year in this certificate above
written. `
Notary Public in and for the State of
, residing at
cl�
4,10 CITY OF RENTON
"LL PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Utility Engineering
June 8, 1988
Henry Liebman
7th and Olive
15th Floor Tower Bldg.
Seattle, Wa. 98101
Re: Kao/Renton Property
Easement for Gypsey Creek Project
Dear Mr. Liebman:
As requested in your letter of May 27, 1988, 1 have enclosed a copy of the easement
documents for your review. If you have any questions, please feel free to call me
at 235-2631.
Very truly yours,
Charles E. Price, P.E.
Storm Water Utility Engineer
C E P:kst
Enclosure
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
UTILITIES #1
EASEMENT
THIS INSTRUMENT, made this clay of 19 88
by and between: horn Sheng P. , Co. , Ltd. and
and
and
and
hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King County,
Washington, hereinafter called "Grantee".
WITNESSETI-I:
That said Grantor(s), for and in consideration of the sum of $ 1.00
paid by Grantee, and other valuable consideration, do by
these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns,
an casement for the public utilities (including water, sewer, and storm) with necessary appurtenances over,
through, across, and upon the following described property in King County, Washington, more particularly
described as follows:
AN EASDIENT 15 FT IN WIDTII LYING 7.5 FT ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTER
LINE:
BEGINNING AT A POINT 3ti`IIIC11 IS -THE NW CORNER OF LOT 2 BLOCK 185 OF C.D. HILLMANS LAKE
WASHINGTON CARDEN 017 EDEN ADDITION,
THENCE SOUTH WESTERLY ALONG WEST LINE OF LOT 3 OF SAID BLOCK A DISTANCE OF 11.37 PT
TO THE TRU1: POINT OF BEGINNING,
THENCE SOUTH EASTERLY AT RIGHT ANGLES TO TILE SAID WEST LINE A DISTANCE OF '10 FT.
Said heretofore mentT,lned grantee, its successors or assigns, shall have the right, without prior
notice or proceeding at law, at such times as may be necessary to enter upon said above described property
for the purpose of constructing, maintaining, repairing, altering, or reconstructing said utilities, or making
any connections therewith, without incurring any legal obligations or liability therefore, provided, that such
construction, maintaining, repairing, altering, or reconstruction of said utilities shall be accomplished in
such a manner that the private improvements existing in the right(s)-of-way shall not be disturbed or
damaged, they will be replaced in as good a condition as they were immediately before the property was
entered upon by the Grantee.
The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain
the right to use the surface of said right-of-way if such use does not interfere with installation and
maintenance of the utilities. However, the grantor shall not erect buildings or structures over, under or
across the right-of-way during the existence of such utilities.
This casement, shall be a covenant running with the land and shall be binding on the Grantor,
his successors, heirs and assigns. Grantors covenant that they are the lawful owners of the above properties
and that they have a good and lawful right to execute this agreement.
Horn Sheng P. , Co. , Ltd. and
and
and
and
CORPORATE FORM:
STATE OF
COUNTY OF ) SS
On this day of 19 before me, the undersigned, a Notary
Public in and for the State of , duly commissioned and sworn personally
appeared and
to me known to be the and , respectively,
of the corporation that executed the foregoing
instrument, and acknowledged the said instrument to be the free and voluntary act and deed as said
corporation, for the uses and purposes therein mentioned, and on oath stated that
authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation.
written. WITNESS my hand and official seal hereto affixed the day and year in this certificate above
Notary Public in and for the State of
, residing at
• OF R�
PUBLIC WORKS DEPARTMENT
MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055 z
z
0
DESIGN/UTILITY ENGINEERING - 235-2631 �00
P
TRAFFIC ENGINEERING DIVISION - 235-2620 9�TFo SEP-0-
TO: HenryLiebman DATE: 5/18/88 JOB NO.:
7th and Olive RE: Plan showing Easement Line
15th Floor Tower Bldg.
Seattle , WA 98101
ATTN:
GENTLEMEN:
WE ARE SENDING YOU )b ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
❑ SHOP DRAWINGS ❑ PRINTS ❑ REPRODUCIBLE PLANS ❑ SPECIFICATIONS
❑ COPY OF LETTER ❑
COPIES DATE NUMBER DESCRIPTION AND REMARKS
1 I-405 Storm Drain Crossing - N of NE 44th Street
Showing Easement Line Requested
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL
�1 FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION
❑ AS REQUESTED o RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS
❑ FOR REVIEW AND COMMENT o ❑ PRINTS RETURNED AFTER LOAN TO US
COPIES TO:
SIGNED Charles E. Price, P.E.
TITLE Storm Water Utility Engineer
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE
4)o CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Utility Engineering
May 12, 1988
Henry Liebman
7th and Olive
15th Floor Tower Bldg.
Seattle, Wa. 98101
Re: M. C. Kao utility easement
Dear Mr. Liebman:
I have enclosed the utility easement information as discussed in our telephone
conversation on May 11, 1988. The City of Renton and the Department of
Transportation are installing a drainage culvert under 1-405 to get rid of the flooding
which occurs in the Denny's restaurant, adjacent properties, and roadway. In order to
pick up the flows entering the pond on Mr Kao's property, we will need to extend a
culvert a few feet into their property. This would require an easement of 15 feet wide
by 10 feet deep.
The State intends to do the construction this year. We would like to have the easement
executed as soon as possible. Without the easement, we would not be able to connect to
the pond. This connection would have to be made during development of the site.
If you have any questions feel free to call me at (206) 235-2631.
Very truly yours,
Charles E. Price, P.E.
Storm Water Utility Engineer
cl/kao:cep
Attachment
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Utility Engineering
March 24, 1988
Ming-San Kao
17118 NE 40th Court
Redmond, WA 98052
Subject: Utility Easement
Dear Sir:
As discussed in our meeting earlier this month, I have enclosed a plan and the
documentation of the easement required over the parcel of land located off of Lake
Washington Boulevard.
The City will be constructing drainage improvements to eliminate the flooding in the
area. In order to properly connect into the drainage swale on you property, it is
necessary that we extend the drainage culvert into your parcel. We will therefore
require an easement as shown on the enclosed plan.
If it meets with your approval, please sign the enclosed easement before a Notary
Public and return it here to the Storm Water Utility. If you have any questions feel
free to contact me at (206) 235-2631.
Very truly yours
Charles E. Price, P.E.
Storm Water Utility Engineer
cl/ming-san/cep:jlm
Attachments
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
UTILITIES #1
EASEMENT
THIS INSTRUMENT, made this day of 19 88
by and between: Horn Sheng P. , Co. , Ltd. and
and
and
and
hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King County,
Washington, hereinafter called "Grantee".
WITNESSETH:
That said Grantor(s), for and in consideration of the sum of $ 1.00
paid by Grantee, and other valuable consideration, do by
these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns,
an easement for the public utilities (including water, sewer, and storm) with necessary appurtenances over,
through, across, and upon the following described property in King County, Washington, more particularly
described as follows:
AN EASEMENT 15 FT IN WIDTH LYING 7.5 FT ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTER
LINE:
BECINNINC AT A POINT WHICH IS -THE NW CORNER OF LOT 2 BLOCK 185 OF C.D. HILLMANS LAKE
WASHINGTON CARDEN OF EDEN ADDITION,
THENCE SOUTH WESTERLY ALONG WEST LINE OF LOT 3 OF SAID BLOCK A DISTANCE OF 11.37 FT
TO THE TRUE POINT OF BEGINNING,
THENCE SOUTH EASTERLY AT RIGHT ANGLES TO THE SAID WEST LINE A DISTANCE OF 10 FT.
Said heretofore mented grantee,-its,successors or assigns, AMhave the right, without prior
notice or proceeding at law, at such times as may be necessary to enter upon said above described property
for the purpose of constructing, maintaining, repairing, altering, or reconstructing said utilities, or making
any connections therewith, without incurring any legal obligations or liability therefore, provided, that such
construction, maintaining, repairing, altering, or reconstruction of said utilities shall be accomplished in
such a manner that the private improvements existing in the right(s)-of-way shall not be disturbed or
damaged, they will be replaced in as good a condition as they were immediately before the property was
entered upon by the Grantee.
The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain
the right to use the surface of said right-of-way if such use does not interfere with installation and
maintenance of the utilities. However, the grantor shall not erect buildings or structures over, under or
across the right-of-way during the existence of such utilities.
This easement, shall be a covenant running with the land and shall be binding on the Grantor,
his successors, heirs and assigns. Grantors covenant that they are the lawful owners of the above properties
and that they have a good and lawful right to execute this agreement.
11orn Sheng P. , Co. , Ltd. and
and
and
and
CORPORATE FORM:
STATE OF )
SS
COUNTY OF )
On this day of 19 before me, the undersigned, a Notary
Public in and for the State of , duly commissioned and sworn personally
appeared and
to me known to be the and , respectively,
of the corporation that executed the foregoing
instrument, and acknowledged the said instrument to be the free and voluntary act and deed as said
corporation, for the uses and purposes therein mentioned, and on oath stated that
authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation.
WITNESS my hand and official seal hereto affixed the day and year in this certificate above
written.
Notary Public in and for the State of
residing at
Aft
•, Washington State Duane Berentson
Department of Transportation Secreta- of Transportation
District 1
15325 S.E.30th Place
Bellevue,Washington 98007-6568
(206)562-4000
July 2�,, 1900
K_A_C. Construction , Inc:.
7121 Sexton Road
Snohomish, WA 98290
SR 405
Gypsy Creek Drainage
Improvement
F. A. Proj . I-405-3(704)
Contract 3458
Re_ Precon Minutes
Attached for your information and review is a copy of the
minutes taken at the Preconstruction Conference between
representatives of your organization and the Department of
Transportation_ This Conference was held on July 2 :1, 1950.
Sincerely ,
Terrence G. Paananen, P.E.
Project Engineer
ATM=atm
Attachments
CC : Jim Kessac k MS-44
Alan D_ Gilbery MS-51
Homer Sayles
Michael Zemanek
Chuck Price ✓
Garth C. Cray
Richard Haselip MS-113
David Putman MS-51
Chuck Cook MS-114
file(PRELETT)
v
PRECONSTRUCTION CONFERENCE
July «, 19D8,
Contract 3458,
Gypsy Creek Drainage Improvement
The preconstruction conference on the above-noted project was
opened by Tim Smith at 10.05 A_M_ with the attached roster in
attendance_
A brief description of the project was given and introductions were
made_ This project was awarded July 8, 1'0.3 and the execution date
had not been determined at the time of the conference_ There are 45
working days assigned to this project_ The first chargeable day
will be 10 calendar days after the execution date_
A brief description from Kathaleen A_ Clark of KAC Construction
mentioned they presently foresee a problem with the availability of
the specified American-made, 42-inch diameter casing for this
project_ The contractor is having difficulty finding anyone that
stocks the 42-inch diameter casing in American-made material_ The
contractor, stated that the start work date depends on the
availability of the easing_ Tim Smith informed the contractor that
there will most likely not be a relief for a late start date
because the contractor was aware of the materials necessary when
they bid the job_ Chuck Cook informed the contractor that the
relief would be given only if the material could not be found
industry wide_
Utilities and public agencies involved in this project include
Washington Natural Gas and the City of Renton_ Names and numbers
for individuals at each of these agencies were given to the
contractor _ Mike Zemanek represented Washington Natural Gas; Chuck
Price and Garth D_ Cray represented the City of Renton , Storm Water
Utility Division_
Utility Conflicts were noted_
Washington Natural Gas has one high pressure main in the area_ The
provisions detailed in the contract plans must be followed because
the gas line is a critical feed to the City of Bellevue_ There is
also a 6-inch diameter gay: line, approximately 10 feet long,
located near Manhole #1 that will be cut out_ Mike 7emanek
anticipated the gas line would be removed the week of July 24, 199�__.'G
and would take approximately one day_
The City of Renton stated they were interested in traffic control
during the project_ The City of Renton emphasized that one lane
traffic: must be maintained_ Chuck Price requested to be kept
informed on this project and to have copies of all change orders
sent to them_ Tim Smith stated that the change orders will require
signatures by the City of Renton_
Prec:on Minutes July 22, 1`88
Page 2 Contract 3458
Affirmative action requirements are 6_9% women and 7.2% minorities_
Form 257 - Monthly Employment Utilization Report is due monthly
from all contractors and subcontractors reflecting their work force
for this contract_ Form PR-1391 - Annual EEO Report, submit 8-1
for work in July . Work in July is not anticipated_
The begin work date is presently unknown and the peak employment
date will be one week following the start. date_
KAC's EEO Officer was named as Kathaleen A_ Clark_
The only subcontractor for the job will be Tunnel Systems_
The possibility of a jobsite office for KAC Construction was
discussed_ KAC Construction said they are interested_ Dave
Putman said he would investigate the availability of space_
The contractor was then reminded of the various forms that.
are required to be posted_
The contractor had the signed contract at the meeting and
they were informed to send it to WSDOT Headquarters rather
than submit it to the Project Office_ Chuck Cook suggested
to send the signed contract at the latest possible time due to
the possible problems with finding the American-made 42-inch
casing_
Tim Smith reminded the Prime Contractor of the following:
I . All correspondence must be routed through the prime_
1-1
2_ All contacts with outside agencies shall be through the
Engineer_ This also applies to the City of Renton-
3- A representative of the prime contractor is required to be,
on the jobsite at all times when work is being performed-
4 - The contractor submitted a list of names and phone
numbers of jobsite representatives_ To reach DOT during
non-working hours call. Seattle Radio 764-4100_
5_ Minimum wages for this contract are listed in the back of the
contract Special Provisions_ The Contractor 's Statement of
Intent to Pay Prevailing Wages for the contractor and
subcontractor must be submitted prior to processing of
Request to Sublet_
Precon Minutes July 22, 1988
Page 3 Contract 3458
6. If the contractor or any of their subcontractors or agents to
subcontractors intend to work 4-10 shifts, they shall notify
the Engineer in writing of their intent a minimum of ten (10)
working days in advance of starting to work 4-10 shifts_
(We provided to the contractor a copy of the "NOTICE
REGARDING THE AMENDMENT TO CHAPTER 49.28 RCW" which has
attached "WAC 296-127-022. OVERTIME according to Chapter
49.28• RCW") The contractor said they would be working a
4-10 shift. Tim Smith notified the contractor that they
would be charged for 5 working days_
F_ Submit requests for approval of material sources as
quickly as possible. These must be approved before work
begins_ Bob Dotson stated that this is especially critical
for the permanent. erosion control materials because a 14-day
test is required-
2- The contract contains the "American - Made Materials"
specification for steel _
The contractor shall submit DOT form 421-024, Foreign
Contractor and Products Restriction, before any
subcontractors, agents, or products can be approved_
1.0. Submit proposed subcontractors early enough to allow time for
approval BEFORE the sub starts to work_ All paperwork for a
sub must be submitted before we can start processing each
request. Include the following in your submittals:
1 . Statement of Intent to Pay Prevailing Wage
2. Subcontractor or Agent. Certification (Form 420-004)
.3. Request to Sublet.
11 . Wage Rate Interviews will be conducted approximately
monthly _
12_ Certified payrolls are required from both the prime
contractor and the subcontractors.
13. For shop drawings approval , allow 30 days for routine
submittal and 30 days for resubmit.tal _ The DOT is currently
using the full 30 days.
14_ Public liability and property damage insurance DOT form
421-025 is required_
Precon Minutes July 22, 1980
Page 4 Contract 3458
15. Estimate cutoff date will be the 5th of each month_ The
estimate information can be reviewed by the contractor- prior to
payment_
16- A detailed breakdown of all lump sum pay items must be
submitted and approved prior to the estimate cutoff date to
enable partial payments on progress estimates_ The contractor
submitted a breakdown for the lump sum pay items_
In discussion of traffic control, the following points were
covered_
I _ All traffic control must be in accordance with the MUTCD_
The contractor submitted a preliminary traffic: control
plan_
In the event of an accident or claim, the papers will be
forwarded to the contractor_ The contractor 's insurance
will cover WSDOT_
All flaggers must wear standard vests, hard hats and carry
standard paddle_- These items will be provided by the
contractor _ Flagging cards must be with the flagger at
all times-
4- The contractor submitted a letter designating a person
responsible for traffic: control and provide names and
telephone numbers for emergencies during non-working hours-
5- The contractor shall keep all traffic lanes and shoulders
clear of equipment and materials during non-working hours_
Equipment and materials shall not be stored within 30 feet
from the edge of traveled way unless protected by permanent
guardrail or concrete barrier_
fz:,_ The contractor's employees and agents shall not park
private vehicles along the traveled way , median and shoulder -
7- During the hours of 6_00 A_M_ and 10.00 P_M_ (Monday through
Sunday) all lanes of traffic on SR 405 shall remain open
and all shoulders clear of construction materials and
equipment_ The Engineer may adjust the hours to fit the
conditions encountered. Tim Smith noted that not much
adjustment is allowable_
Precon Minutes July 22, 1988
Page 5 Contract 3458
S_ It is anticipates( that no lane closures will be necessary
during the life of this contract on SR 405_ - However, the
Engineer- will consider a contractor-requested lane closure
provided the Engineer- determines the lane closure is
absolutely necessary for the contractor to accomplish a
specific task_ The contractor does not anticipate the
need for a lane closure-
9- The contractor shall maintain one lane of traffic: on Lake
Washington Blvd_ at all times unless approval is obtained
in writing from the Engineer to close Lake Washington Blvd_
Tim Smith stated that further discussion between WSDOT and
KAC may be necessary on this matter _
10- Signs and traffic control devices which are misplaced,
mutilated or destroyed shall be replaced by the contractor
without delay _
11 _ Pit operations will be governed by the permit from King
County , including restriction on hours of operation _
12_ Load limits will be enforced_
1.3_ The contractor shall adhere to the prevention of
environmental pollution and preservation of public natural
resources provisions on sheets 26 and 27 of the Contract
Provisions-
General construction discussion included the following_
The WSDOT Maintenance Department inquired whether cleaning was
needed on the existing sump_ This had not been investigated_
Maintenance will look into it_ The maintenance department
also asked whether any work will be done beyond the culvert under
the railroad_ The City of Renton said that no work will be
done at this time_
The contractor was given the phone number, 271-9996, of a
present Project. Office trailer in order to contact Dave
Putman , the inspector for this project, and Al Gilbery ,
chief inspector for this project_
Precon Minutes July 22, 19GG
Page 6 Contract 3458
Discussion was raised whether KAC Construction could use a
larger- diameter casing than the specified 42-inch diameter
casing_ No problems were apparent_ Tim Smith noted that the
additional cost would be incurred by the Contractor _
The Safety & Health Questionnaire, Overweight. Loads, and
David-Bacon Act attachments were signed and returned_
The preconstruction conference was adjourned at 10_30 A_M_
Submitted by
T_G_ Paananen, P_E_
Project Engineer
ATM_atm
Attachments
cc: Jim Kessac k P";`::. -'t4i.
Alan D_ Gi.lbery
Homer Sayles
Kay Clark
Michael Zemanek
Chuck: Price
Garth C_ Cray
Richard Hasel ip
David Putman W)' 1.
Chuck Cook tl`; 1.1cl.
file(GYPMIN)
a
ATTENDANCE ROSTER
Preconstruction Conference
Contract
Copy of Minutes?
Name Representing Telephone Yes/No
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Ali' lot*dE
PRECONSTRUCTION CONFERENCE AGENDA
July 22, 1900
Contract 3455
OPEN MEETING
1 _ Introductions
2. Description of Project
3_ Award Date_ 7-8-88
4_ Execution Date: To be determined
5. Contract Time: 45 Working Days
b- First Chargeable Day _ 10 days after execution
ORDER OF WORK
1 _ Brief description from Contractor
2. Submit bar- graph and supporting documents - Sec 1-08-3
3. Utility Relocations p. 3-13
UTILITIES
1. Washington Natural Gas
Mike Zemanick 447-0700 ext. 275
2_ City of Renton
Dick Houghton 235-2E.31
AFFIRMATIVE ACTION REQUIREMENTS
1 _ GOALS: 6-9% - Women, 7.2% - Minorities
2. REPORTS: Form 257 - Monthly Employment Utilization Report
Due monthly from all contractors and subcontractor
reflecting their work force for THIS contract_
Form PR-1391 - Annual EEO Report
Submit -1 for work in July_
5 �o rw%
Precon Agenda p 2 Contract 3458
GENERAL EEO QUESTIONS
1_ Begin work date?
2_ Peak Employment Date?
3_ Name of EEO Officer?
4_ Subcontractors? ---
REQUIRED TO POST
1_ WISHA LII-416-81 - SAFETY & HEALTH PROTECTION ON THE JOB
2_ INDUSTRIAL INSURANCE POSTER LI-242-191
3_ F700-053-000 - YOUR RIGHTS AS A WORKER
4_ Approved Statement of Intent to Pay Prevailing Wage
5_ Copy of wage rates from contract documents
c._ FHWA 1495/1495A "Wage Rate Information"
7_ FHWA 1022 - Fraud Notice Poster- (formerly PR-1022)
8_ OFCCP-1420 - Equal Employment Opportunity is the Law
REPORTS & CORRESPONDENCE
1 _ All records, reports and correspondence from subs and
suppliers must be submitted through the prime contractor _
2_ All contacts with the Department of Fisheries and
Department of Wildlife concerning the Hydraulic Project
Approval shall be through the Engineer -
3- A representative of the prime contractor must be on the site
at all times when work is being performed-
4- S4bmit a list of names and phone numbers (including after
hours phone numbers) for the contractor 's jobsite
representatives_ To reach DOT during non-working hours call
Seattle Radio 76-.4--4100_
5_ Minimum wages for this contract are listed in the back
of the contract Special Provisions_ Your Statement of
Intent to Pay Prevailing Wages for yourself and subs must be
submitted prior to the processing of Request to Sublet_
Precon Agenda p 3 Contract 3450
6_ If the Contractor or any of their Subcontractors or Agents to
Subcontractors intend to work 4-10 shifts, they shall notify
the Engineer in writing of their intent a minimum of ten (10)
working days in advance of starting to work 4-10 shifts_
(We are providing to the Contractor a copy of the "NOTICE
REGARDING THE AMENDMENT TO CHAPTER 49.28 RCW" which has
attached "WAC 296-127-022_ OVERTIME according to Chapter
49.28 RCW")
7_ Submit requests for approval of material sources early_
These must be approved before work begins_
The contract contains the "American - Made Materials"
Specification for permanent steel _
The Contractorshall submit DOT form 421-024, Foreign
Contractor and Products Restriction , before any
subcontractors, agents, or products can be approved_
10_ Submit proposed subcontractors early enough to allow time for
approval BEFORE the sub starts to work_ All paperwork for a
sub must be submitted before we can start processing each
request_ Include the following in your submittals_
1 _ Statement of Intent to Pay Prevailing Wage
2_ Subcontractor or Agent Certification (Form 420-004)
�_ Request to Sublet
11 _ Wage Rate Interviews will be conducted approximately
monthly _
12_ Certified payrolls are required-
I--)- For shop drawings approval , allow 30 days for routine
submittal and 30 days for resubmittal _
14_ Public: liability and property damage insurance DOT form
421-025 is required_
ESTIMATES
1 _ Estimate cutoff date will be the 5th of each month _ The
estimate information can be reviewed by the contractor
prior to payment-
2- A detailed breakdown of all lump sum pay items must be
submitted and approved prior to the estimate cutoff date to
enable partial payments on progress estimates_
0
Precon Agenda p 4 Contract 3452
TRAFFIC CONTROL
1_ All traffic control must be in accordance with MUTCD_
2_ In the event of an accident or claim, the papers will be
forwarded to you_ Your insurance covers DOT_
3_ All flaggers must wear standard vests and have standard
paddles_ They must also carry flagging cards-
4- The Contractor will designate by letter a person responsible
for traffic control and provide names and telephone numbers
in writing for emergencies during non-working hours-
5- The Contractor shall keep all traffic lanes and shoulders
clear of equipment and materials during non-working hours_
Equipment and materials shall not be stored within 30 feet
from the edge of traveled way unless protected by permanent
guardrail or concrete barrier-
6- The Contractor 's employees and agents shall not park
private vehicles along the traveled way , median and
shoulder-
7- During the hours of 6._00 am and 10.00 pm (Monday through
Sunday) all lanes of traffic on SR 405 shall remain open
and all shoulders clear of construction materials and
equipment_ The Engineer may adjust the hours to fit the
conditions encountered-
8- It is anticipated that no lane closures will be necessary
during the life of this contract on SR 405_ However, the
Engineer will consider a Contractor-requested lane closure
provided the Engineer determines the lane closure is
absolutely necessary for the Contractor to accomplish a
specific task-
9- The Contractor shall maintain one lane of traffic on Lake
Washington Blvd_ at all times unless approval is obtained
in writing from the Engineer to close Lake Washington Blvd_
10_ Signs and traffic control devices which are misplaced,
mutilated or destroyed shall be replaced by the. Contractor
without delay_
Precon Agenda p S Contract 3458
KING COUNTY PERMITS
1_ Pit operations will be governed by the permit from King
County, including restriction on hours of operation_
GENERAL CONSTRUCTION DISCUSSION
1 _ Load limits will be enforced-
2- The Contractor shall adhere to the prevention of
environmental pollution and preservation of public natural
resources provisions on sheets 26 and 27 of the Contract
Provisions-
3- General construction discussion:
0 RECEIVED
PUBLIC WORKS DEPT.
AN& CITY OF RENTON
Washington State Dunn*s.►«naon
Department of Transportation Secretary of Transportation
District 1
15325 S.E.30th Place
Bellevue,Washington 98007-6568
(206)562-4000
July 19, 1988
K_A.C. Con action, Inc _
7121 Sex on Road
Snoh ish , WA 98290
SR 405
Gypsy Creek Drainage
Improvement
F_ A_ Proj _ I-405-3(704)
Contract 3458
Preconstruction Conference
A preconstruction conference for Contract 3458 will be held
at 10:00 Friday, July 22, 1988 in the conference room 2B of
District 1 , 15325 SE 30th P1 _ , Bellevue, WA.
The purpose of this meeting will be to discuss the plans and
specifications, schedule of operations, methods of
construction, and any unusual condition which may occur _
A list of routine items which should be brought to the
meeting is attached_
Sincerely,
Terrence G_ Paananen, P_E_
Project Engineer
KLK:kk
Attach
CC: File (Precon)
C.R_ Cook MS 114
Jim Hashagen MS 44
Tony Ball MS 104
Jay Ramage MS 113
Susan Everett MS 25
Washington Natural Gas
Richard Houghton, City of Renton
Bill Garing MS 121
PRECONSTRUCTION CONFERENCE AGENDA
July 22, 1988
Contract 3458
OPEN MEETING
1_ Introductions
2_ Description of Project
3_ Award Date: 7-8-88
4_ Execution Date: To be determined
5_ Contract Time: 45 Working Days
6_ First Chargeable Day: 10 days after execution
ORDER OF WORK
1 _ Brief description from Contractor
2_ Submit bar graph and supporting documents - Sec 1-08.3
3_ Utility Relocations p_ 38
UTILITIES
1_ Washington Natural Gas
Mike Zemanic:k 447-0700 ext_ 275
2_ City of Renton
Dick Houghton 235-2631
AFFIRMATIVE ACTION REQUIREMENTS
1 _ GOALS: 6_9% - Women, 7.2% - Minorities
2_ REPORTS: Form 257 - Monthly Employment Utilization Report
Due monthly from all contractors and subcontractor-
reflecting their work force for THIS contract-
Form PR-1391 - Annual EEO Report
Submit 8-1 for work in July_
Precon Agenda p 2 Contract 3458
GENERAL EEO QUESTIONS
1_ Begin work date?
2_ Peak Employment Date?
3_ Name of EEO Officer?
4_ Subcontractors? y5/C.AS
REQUIRED TO POST
1_ WISHA LII-416-81 - SAFETY & HEALTH PROTECTION ON THE JOB
2_ INDUSTRIAL INSURANCE POSTER LI-242-191
3_ F700-053-000 - YOUR RIGHTS AS A WORKER
4_ Approved Statement of Intent to Pay Prevailing Wage
5_ Copy of wage rates from contract documents
6_ FHWA 1495/1495A "Wage Rate Information"
7_ FHWA 1022 - Fraud Notice Poster (formerly PR-1022)
8_ OFCCP-1420 - Equal Employment Opportunity is the Law
REPORTS & CORRESPONDENCE
1_ All records, reports and correspondence from subs and
suppliers must be submitted through the prime contractor-
2- All contacts with the Department of Fisheries and
Department of Wildlife concerning the Hydraulic Project
Approval shall be through the Engineer -
3- A representative of the prime contractor must be on the site
at all times when work is being performed-
4- Submit a list of names and phone numbers (including after
hours phone numbers) for the contractor 's jobsite
representatives_ To reach DOT during non-working hours call
Seattle Radio 764-4100_
5_ Minimum wages for this contract are listed in the back
of the contract. Special Provisions_ Your Statement of
Intent to Pay Prevailing Wages for yourself and subs must be
submitted prior- to the processing of Request to Sublet_
Precon Agenda p 3 Contract 3450
6. If the Contractor or any of their Subcontractors or Agents to
Subcontractors intend to work 4-10 shifts, they shall notify
the Engineer in writing of their intent a minimum of ten (10)
working days in advance of starting to work 4-10 shifts.
(We are providing to the Contractor a copy of the "NOTICE
REGARDING THE AMENDMENT TO CHAPTER 49_22 RCW" which has
attached NAC 296-127-022. OVERTIME according to Chapter
49-28 RCW")
7. Submit requests for approval of material sources early_
These must be approved before work begins_
The contract contains the "American - Made Materials"
Specification for permanent steel _
�f '- The Contractor shall submit DOT form 421-024, Foreign
Ivew Contractor- and Products Restriction , before any
subcontractors, agents, or products can be approved_
10. Submit proposed subcontractors early enough to allow time for
approval BEFORE the sub starts to work_ All paperwork for a
sub must be submitted before we can start processing each
request. Include the following in your submittals:
1 . Statement of Intent to Pay Prevailing Wage
2. Subcontractor or Agent Certification (Form 420-004)
3. Request to Sublet
11. Wage Rate Interviews will be conducted approximately
monthly _
12. Certified payrolls are required_
l�: 1► )
1.3. For shop drawings approval allow 30 days for routine
submittal and 30 days for resubmittal_
14. Public liability and property damage insurance DOT form
421-025 is required_
ESTIMATES
1 _ Estimate cutoff date will be the 5th of each month_ The
estimate information can be reviewed by the contractor
prior to payment-
2- A detailed breakdown of all lump sum pay items must be
submitted and approved prior to the estimate cutoff date to
enable partial payments on progress estimates_
_ - 1
Precon Agenda p 4 Contract 3458
TRAFFIC CONTROL
1_ All traffic control must be in accordance with MUTCD_
2_ In the event of an accident or claim, the papers will be
forwarded to you_ Your insurance covers DOT_
•�rS�f
3_ All flaggers must wear standard vests and have standard/
PCPs
paddles_ They must also carry flagging cards-
4- The Contractor will designate by letter a person responsible
for traffic control and provide names and telephone numbers
in writing for emergencies during non-working hours-
5- The Contractor- shall keep all traffic lanes and shoulders
clear of equipment and materials during non-working hours_
Equipment and materials shall not be stored within 30 feet
from the edge of traveled way unless protected by permanent
guardrail or concrete barrier -
6- The Contractor 's employees and agents shall not park
private vehicles along the traveled way, median and
shoulder-
7- During the hours of 6:00 am and 10:00 pm (Monday through A/0
Sunday) all lanes of traffic on SR 405 shall remain open
and all shoulders clear of construction materials and ar.�iz�rk
equipment_ The Engineer may adjust the hours to fit th
conditions encountered-
8- It is anticipated that no lane closures will be necessary
during the life of this contract on SR 405_ However , the
Engineer will consider a Contractor-requested lane closure
provided the Engineer determines the lane closure is
absolutely necessary for the Contractor to accomplish a
specific task-
9- The Contractor shall maintain one lane of traffic on Lake
Washington Blvd_ at all times unless approval is obtained
in writing from the Engineer to close Lake Washington Blvd_
10_ Signs and traffic control devices which are misplaced,
mutilated or destroyed shall be replaced by the Contractor
without delay_
Precon Agenda p 5 Contract 345E
KING COUNTY PERMITS
1 _ Pit operations will be governed by the permit from King
County, including restriction on hours of operation_
GENERAL CONSTRUCTION DISCUSSION
1 _ Load limits will be enforced-
2- The Contractor shall adhere to the prevention of
environmental pollution and preservation of public natural
resources provisions on sheets 26 and 27 of the Contract
Provisions-
3- General construction discussion:
Washington State Dusne Berentson
•, Department of Transportation Secretary of Transportation
District 1
15325 S.E.30th Place
Bellevue,Washington 98007-6568
(206)562-4000
July 12, 1988
City of Renton
Chuck Price
200 Mill Ave. S.
Renton, WA 98055
City of Renton
C.S. 1744 SR 405
Gypsy Creek - Drainage
Agreement GC-8431
Dear Mr. Price:
Attached is a set of bid tabs received when we opened the referenced project
on July 7, 1988.
The successful low bidder was KAC Construction, Inc. , with a bid that
was 0.06% over our engineer's estimate. We plan -to award the project
and start the work as soon as possible.
Please contact us if we may be of further assistance.
Sincerely,
p
W4w
illi R. Garing, P.E.
District State Aid Engineer
TBA:ty 24/68
attach.
cc: J. Villager M.S. 111
N. Storme M.S. 135
H. Peters M.S. 105
S'('OR"Jl WATERR �UT Il
TY
E C E �!!
JUL 15 '�a88
DOT-R17180 REVISION NO: 01 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PAGE i-A 1
PS&E JOB NO: 88W051 DISTRICT NO: 1 * * * BID CHECK REPORT * * * BIDS OPENED ON JULY 07, 1988 AT TEN AM
CONTRACT NO: 003458 WORK ORDER#: OL8714
VERSION NO: 07 ------ LOW BIDDER ------ ------ 2ND BIDDER ------ ------ 3RD BIDDER ------
HWY: SR 405 K. A. C. CONSTRUCTION, IN OROPEL & COMPANY, INC. SHORELINE CONSTRUCTION CO
TITLE: GYPSY CREEK 7121 SEXTON RD. 9021 WALLER ROAD EAST P 0 BOX 358
DRAINAGE IMPROVEMENT
PROJECT: I-405-3(704) SNOHOMISH WA 98290 TACOMA WA 98446 WOODINVILLE WA 98072
LENGTH: NO LENGTH CONTRACTOR NUMBER: 100002 CONTRACTOR NUMBER: 100180 CONTRACTOR NUMBER: 762900
COUNTY(S) : KING
ITEM DESCRIPTION ENGR'S. EST.
ITEM UNIT PRICE PER UNIT/ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./
NO. EST. QUANTITY MEAS TOTAL AMOUNT TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF.
PREPARATION
1 MOBILIZATION
14,200.00 L.S. 69.01% -1 .40% -38.69%
14,200.00 24,000.00 9800 14,000.00 -200 8,705.00 -5495
DRAINAGE
2 FILTER BLANKET
21 .00 C.V. 25.00 4.00 -84.00% 50.00 100.00% 24.00 -4.00%
525.00 84.00 -441 1 ,050.00 525 504.00 -21
3 HAND PLACED RIPRAP
79.00 TON 40.00 25.00 -37.50% 50.00 25.00% 27.00 -32.50%
3, 160.00 1 ,975.00 -1185 3,950.00 790 2, 133.00 -1027
STORM SEWER
4 TESTING STORM SEWER PIPE
621 .00 L.F. 1 .50 1 .00 -33.33% 2.00 33.33% 1 .00 -33.33%
931 .50 621 .00 -310 1 ,242.00 310 621 .00 -310
5 TR. 5 ST. STORM SEWER PIPE 0.064 IN. TH. 42 IN. DIAM. •
366.00 L.F. 80.00 80.00 0.0 % 56.00 -30.00% 60.00 -25.00%
29,280.00 29,280.00 20,496.00 -8784 21 ,960.00 -7320
6 TR. 5 ST. STORM SEWER PIPE 0. 109 IN. TH. 66 IN. DIAM.
52.00 L.F. 130.00 95.00 -26.92% 90.00 -30.76% 116.00 -10.76%
6,760.00 4,940.00 -1820 4,680.00 -2080 6,032.00 -728
7 STEEL CASING 48 IN. DIAM.
200.00 L.F. 90.00 74.00 -17.77% 100.00 11 . 11% 110.00 22.22%
18,000.00 14,800.00 -3200 20,000.00 2000 22,000.00 4000
8 JACKING OR AUGERING
200.00 L.F. 200.00 210.00 5.00% 200.00 0.0 % 317.00 58.50%
40,000.00 42,000.00 2000 40,000.00 63,400.00 23400
DOT-R17180 REVISION NO: Ol WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PAGE 2-A
PS&E JOB NO: 88W051 DISTRICT NO: 1 * * * BID CHECK REPORT * * * BIDS OPENED ON JULY 07, 1988 AT TEN AM
CONTRACT NO: 003458 WORK ORDER#: OL8714
VERSION NO: 07 ------ LOW BIDDER ------ ------ 2ND BIDDER ------ ------ 3RD BIDDER ------
HWY: SR 405 K. A. C. CONSTRUCTION, IN OROPEL & COMPANY, INC. SHORELINE CONSTRUCTION CO
TITLE: GYPSY CREEK 7121 SEXTON RD. 9021 WALLER ROAD EAST P 0 BOX 358
DRAINAGE IMPROVEMENT
PROJECT: I-405-3(704) SNOHOMISH WA 98290 TACOMA WA 98446 WOODINVILLE WA 98072
LENGTH: NO LENGTH CONTRACTOR NUMBER: 100002 CONTRACTOR NUMBER: 100180 CONTRACTOR NUMBER: 762900
COUNTV(S) : KING
ITEM DESCRIPTION ENGR'S. EST.
ITEM UNIT PRICE PER UNIT/ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./
NO. EST. QUANTITY MEAS TOTAL AMOUNT TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF.
9 ENCOUNTERING FOREIGN MATERIAL
2,500.00 EST. 0.0 % 0.0 % 0.0 % •
2,500.00 2,500.00 2,500.00 2,500.00
WATER LINES
10 BANK RUN GRAVEL FOR TRENCH BACKFILL
286.00 C.V. 9.00 18.00 100.00% 12.00 33.33% 16.00 77.77%
2,574.00 5, 148.00 2574 3,432.00 858 4,576.00 2002
SURFACING
11 CRUSHED SURFACING TOP COURSE
111 .00 TON 15.00 14.00 -6.66% 15.00 0.0 % 10.00 -33.33%
1 ,665.00 1 ,554.00 -111 1 ,665.00 1 , 110.00 -555
ASPHALT CONCRETE PAVEMENT
12 ASPHALT CONC. PAVEMENT CL. B
55.00 TON 60.00 65.00 8.33% 70.00 16.66% 72.00 20.00%
3,300.00 3,575.00 275 3,850.00 550 3,960.00 660
TRAFFIC
13 TRAFFIC CONTROL LABOR
370.00 HOUR 20.00 18.00 -10.00% 12.00 -40.00% 20.00 0.0 %
7,400.00 6,660.00 -740 4,440.00 -2960 7,400.00
14 CONSTRUCTION SIGNS CLASS A
68.00 S.F. 18.00 6.00 -66.66% 10.00 -44.44% 2.00 -88.88%
1 ,224.00 408.00 -816 680.00 -544 136.00 -1088
15 MAINTENANCE AND PROTECTION OF TRAFFIC
1 ,500.00 L.S. -86.66% -33.53% -33.33%
1 ,500.00 200.00 -1300 997.00 -503 1 ,000.00 -500
DOT-R17180 REVISION NO: 01 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PAGE 3-A
PS&E JOB NO: 88W051 DISTRICT NO: 1 * * * BID CHECK REPORT * * * BIDS OPENED ON JULY 07, 1988 AT TEN AM l
CONTRACT NO: 003458 WORK ORDER#: OL8714 t
VERSION NO: 07 ------ LOW BIDDER ------ ------ 2ND BIDDER ------ ------ 3RD BIDDER ------
HWY: SR 405 K. A. C. CONSTRUCTION, IN OROPEL & COMPANY, INC. SHORELINE CONSTRUCTION CO
TITLE: GYPSY CREEK 7121 SEXTON RD. 9021 WALLER ROAD EAST P 0 BOX 358
DRAINAGE IMPROVEMENT
PROJECT: I-405-3(704) SNOHOMISH WA 98290 TACOMA WA 98446 WOODINVILLE WA 98072
LENGTH: NO LENGTH CONTRACTOR NUMBER: 100002 CONTRACTOR NUMBER: 100180 CONTRACTOR NUMBER: 762900
COUNTY(S) : KING
ITEM DESCRIPTION ENGR'S. EST.
ITEM UNIT PRICE PER UNIT/ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./
NO. EST. QUANTITY MEAS TOTAL AMOUNT TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF.
OTHER ITEMS
16 STRUCTURE EXCAVATION CLASS B INCL. HAUL
920.00 C.V. 8.00 6.00 -25.00% 20.00 150.00% 7.00 -12.50%
7,360.00 5,520.00 -1840 16,400.00 11040 6,440.00 -920
17 SHORING AND CRIBBING OR EXTRA EXCAVATION CLASS B
4,450.00 S.F. .50 .20 -60.00% 1 .00 100.00% 1 .00 100.00%
2,225.00 890.00 -1335 4,450.00 2225 4,450.00 2225
18 GRAVEL BACKFILL FOR PIPE BEDDING
103.00 C.V. 15.00 9.00 -40.00% 20.00 33.33% 16.00 6.66%
1 ,545.00 927.00 -618 2,060.00 515 1 ,648.00 103
19 CONC. CL. B
2.00 C.V. 200.00 80.00 -60.00% 500.00 150.00% 500.00 150.00%
400.00 160.00 -240 1 ,000.00 600 1 ,000.00 600
20 ST. REINF. BAR
105.00 LB. 1 .00 1 .00 0.0 % 5.00 400.00% 1 .00 0.0 %
105.00 105.00 525.00 420 105.00
21 REMOVING AND RESETTING CHAIN LINK FENCE
200.00 L.F. 5.00 18.00 260.00% 6.00 20.00% 10.00 100.00%
1 ,000.00 3,600.00 2600 1 ,200.00 200 2,000.00 1000
22 MANHOLE UNDER 12 FT. 120 IN. DIAM. TYPE 3
1 .00 EACH 7,000.00 5,000.00 -28.57% 11 ,000.00 57. 14% 10,000.00 42.85%
7,000.00 5,000.00 -2000 11 ,000.00 4000 10,000.00 3000
23 MODIFIED MANHOLE UNDER 12 FT. 120 IN. DIAM. TYPE 3
1 .00 EACH 6,500.00 5,000.00 -23.07% 12,000.00 84.61% 10,000.00 53.84%
6,500.00 5,000.00 -1500 12,000.00 5500 10,000.00 3500
24 CONCRETE WEIR
575.00 L.S. 247.82% 160.86% 73.91%
575.00 2,000.00 1425 1 ,500.00 925 1 ,000.00 425
DOT-R17180 REVISION NO: 01 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PAGE 4-A
PS&E JOB NO: 88W051 DISTRICT NO: 1 * * * BID CHECK REPORT * * * BIDS OPENED ON JULY 07, 1988 AT TEN AM
CONTRACT NO: 003458 WORK ORDER#: OL8714
VERSION NO: 07 ------ LOW BIDDER ------ ------ 2ND BIDDER ------ ------ 3RD BIDDER ------
HWY: SR 405 K. A. C. CONSTRUCTION, IN OROPEL & COMPANY, INC. SHORELINE CONSTRUCTION CO
TITLE: GYPSY CREEK 7121 SEXTON RD. 9021 WALLER ROAD EAST P 0 BOX 358
DRAINAGE IMPROVEMENT
PROJECT: I-405-3(704) SNOHOMISH WA 98290 TACOMA WA 98446 WOODINVILLE WA 98072
LENGTH: NO LENGTH CONTRACTOR NUMBER: 100002 CONTRACTOR NUMBER: 100180 CONTRACTOR NUMBER: 762900
COUNTY(S): KING
ITEM DESCRIPTION ENGR'S. EST.
ITEM UNIT PRICE PER UNIT/ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./
NO. EST. QUANTITY MEAS TOTAL AMOUNT TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF.
25 TRIMMING AND CLEANUP
1 ,500.00 L.S. -66.66% 33.33% 100.00%
1 ,500.00 500.00 -1000 2,000.00 500 3,000.00 1500
26 CONSTRUCTION GEOTEXTILE FOR PERMANENT EROSION CONTROL
110.00 S.V. 4.00 3.00 -25.00% 8.00 100.00% 2.00 -50.00%
440.00 330.00 -110 880.00 440 220.00 -220
-------------- --------------- -------- --------------- -------- --------------- --------
CONTRACT TOTAL $161 ,669.50 * $161 ,777.00 * .06% $177,997.00 * 10.09% $185,900.00 * 14.98%
•
DOT-R17180 REVISION NO: 01 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PAGE 1-B
PSBE JOB NO: 88W051 DISTRICT NO: 1 * * * BID CHECK REPORT * * * BIDS OPENED ON JULY 07, 1988 AT TEN AM
CONTRACT NO: 003458
VERSION NO: 07 ------ 4TH BIDDER ------ ------ 5TH BIDDER ------ ------ 6TH BIDDER ------
DYAD CONSTRUCTION, INC. TRI-STATE CONSTRUCTION, I ROBISON CONSTRUCTION, INC
P. 0. BOX 1188 320 - 106 AVENUE N.E. P 0 BOX 5789
WOODINVILLE WA 98072 BELLEVUE WA 98004 KENT WA 98064
CONTRACTOR NUMBER: 100113 CONTRACTOR NUMBER: 829961 CONTRACTOR NUMBER: 698405
ITEM PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./
NO. TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF.
1 •
-20.25% -82.39% 5.63%
11 ,323.64 -2876 2,500.00 -11700 15,000.00 800
2
26.00 4.00% 40.00 60.00% 30.00 20.00%
546.00 21 840.00 315 630.00 105
3
26.00 -35.00% 26.00 -35.00% 30.00 -25.00%
2,054.00 -1106 2,054.00 -1106 2,370.00 -790
4
80 -46.66% 2.00 33.33% 3.00 100.00%
496.80 -434 1 ,242.00 310 1 ,863.00 931
5
104.00 30.00% 60.00 -25.00% 90.00 12.50%
38,064.00 8784 21 ,960.00 -7320 32,940.00 3660
6
170.00 30.76% 185.00 42.30% 100.00 -23.07%
8,840.00 2080 9,620.00 2860 5,200.00 -1560
7
144.00 60.00% 150.00 66.66% 140.00 55.55%
28,800.00 10800 30,000.00 12000 28,000.00 10000
8
222.00 11 .00% 300.00 50.00% 360.00 80.00%
44,400.00 4400 60,000.00 20000 72,000.00 32000
DOT-R17180 REVISION NO: 01 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PAGE 2-B
PS&E JOB NO: 88W051 DISTRICT NO: 1 * * * BID CHECK REPORT * * * BIDS OPENED ON JULV 07, 1988 AT TEN AM
CONTRACT NO: 003458
VERSION NO: 07 ------ 4TH BIDDER ------ ------ 5TH BIDDER ------ ------ 6TH BIDDER ------ i
DYAD CONSTRUCTION, INC. TRI-STATE CONSTRUCTION, I ROBISON CONSTRUCTION, INC
P. 0. BOX 1188 320 - 106 AVENUE N.E. P 0 BOX 5789
WOODINVILLE WA 98072 BELLEVUE WA 98004 KENT WA 98064
CONTRACTOR NUMBER: 100113 CONTRACTOR NUMBER: 829961 CONTRACTOR NUMBER: 698405
ITEM PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./
NO. TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF.
9
0.0 % 0.0 % 0.0 % •
2,500.00 2,500.00 2,500.00
10
12.00 33.33% 10.00 11 . 11% 12.00 33.33%
3,432.00 858 2,860.00 286 3,432.00 658
11
20.00 33.33% 20.00 33.33% 12.00 -20.00%
2,220.00 555 2,220.00 555 1 ,332.00 -333
12
68.00 13.33% 112.00 86.66% 85.00 41 .66%
3,740.00 440 6, 160.00 2860 4,675.00 1375
13
18.00 -10.00% 22.00 10.00% 20.00 0.0 %
6,660.00 -740 8, 140.00 740 7,400.00
14
14.00 -22.22% 15.00 -16.66% 7.00 -61 . 11%
952.00 -272 1 ,020.00 -204 476.00 -748
15
-66.66% -86.66% -33.33%
500.00 -1000 200.00 -1300 1 ,000.00 -500
DOT-R17180 REVISION NO: 01 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PAGE 3-B
PS&E JOB NO: 88W051 DISTRICT NO: 1 * * * BID CHECK REPORT * * * BIDS OPENED ON JULV 07, 1988 AT TEN AM
CONTRACT NO: 003458
VERSION NO: 07 ------ 4TH BIDDER ------ ------ 5TH BIDDER ------ ------ 6TH BIDDER ------
DYAD CONSTRUCTION, INC. TRI-STATE CONSTRUCTION, I ROBISON CONSTRUCTION, INC
P. 0. BOX 1188 320 - 106 AVENUE N.E. P 0 BOX 5789
WOODINVILLE WA 98072 BELLEVUE WA 98004 KENT WA 98064
CONTRACTOR NUMBER: 100113 CONTRACTOR NUMBER: 829961 CONTRACTOR NUMBER: 698405
ITEM PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./
NO. TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF.
16
7.00 -12.50% 10.00 25.00% 6.00 -25.00%
6,440.00 -920 9,200.00 1840 5,520.00 -1840
17
.80 60.00% 2.00 300.00% 1 .00 100.00%
3,560.00 1335 8,900.00 6675 4,450.00 2225
18
12.00 -20.00% 22.00 46.66% 20.00 33.33%
1 ,236.00 -309 2,266.00 721 2,060.00 515
19
700.00 250.00% 800.00 300.00% 2,500.00 150.00%
1 ,400.00 1000 1 ,600.00 1200 5,000.00 4600
20
1 .00 0.0 % 2.00 100.00% 5.00 400.00%
105.00 210.00 105 525.00 420
21
7.00 40.00% 6.00 20.00% 12.00 140.00%
1 ,400.00 400 1 ,200.00 200 2,400.00 1400 •
22
14,000.00 100.00% 10,500.00 50.00% 8,000.00 14.28%
14,000.00 7000 10,500.00 3500 8,000.00 1000
23
14,500.00 123.07% 10,500.00 61 .53% 8,000.00 23.07%
14,500.00 8000 10,500.00 4000 8,000.00 1500
24
-13.04% 98.26% 160.86%
500.00 -75 1 , 140.00 565 1 ,500.00 925
A
DOT-R17180 REVISION NO: 01 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PAGE 4-B
PS&E JOB NO: 88W051 DISTRICT NO: 1 * * * BID CHECK REPORT * * BIDS OPENED ON JULV 07, 1988 AT TEN AM
CONTRACT NO: 003458
VERSION NO: 07 ------ 4TH BIDDER ------ ------ 5TH BIDDER ------ ------ 6TH BIDDER ------ 1
DYAD CONSTRUCTION, INC. TRI-STATE CONSTRUCTION, I ROBISON CONSTRUCTION, INC
P. 0. BOX 1188 320 - 106 AVENUE N.E. P 0 BOX 5789
WOODINVILLE WA 98072 BELLEVUE WA 98004 KENT WA 98064
CONTRACTOR NUMBER: 100113 CONTRACTOR NUMBER: 829961 CONTRACTOR NUMBER: 698405
ITEM PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./
NO. TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF. TOTAL AMOUNT AMT. DIFF.
25
-60.00% 100.00% -33.33%
600.00 -900 3,000.00 1500 1 ,000.00 -500
26
2.50 -37.50% 2.00 -50.00% 4.00 0.0 %
275.00 -165 220.00 -220 440.00
--------------- -------- --------------- -------- --------------- --------
CONTRACT TOTAL $198,544.44 * 22.80% $200,052.00 * 23.74% $217,713.00 * 34.66%
6TH BIDDER CONTRACTOR: 698405 CONTRACTOR'S BID TOTAL NOT = 217,317.00
M
Erb
fi-
Gas—
AVA&w gbnB-WConpa V
July 7 , 1988
City of Renton
Engineering Department
200 Mill AV S
Renton , WA 98055
Attn: Chuck Price
Re: Gypsy Creek Drainage Improvements
Dear Chuck:
Washington Natural Gas Company's 1988 proposed cost to
relocate our 12" high pressure gas line would be $18, 000.
Our cost to relocate the 12" high pressure, had we
done so in 1985-1986 , would have been $13 , 680; however in
December 1985 , Robert Bray communicated to me the City ' s
intent to go under the gas main with the storm drain. At
that time Washington Natural Gas company canceled plans to
relocate its 12" high pressure gas line.
As you know, the projec " was then given to Washington
State Department �r Transportation to oversee. The D.O.T.
followed yo,,,- attempt to avoid conflict with the existing
12" high pressure gas line, and proposed the installation of
twin 42" pipes. This proposal will allow Washington Natural
Gas adequate clearance for your construction.
The City of Renton is requesting that Washington
Natural Gas accept the final design and construction cost
increases, totaling $16 ,800. Washington Natural Gas is
requesting that we share these additional costs, with
Washington Natural Gas paying $13, 680 . as previously planned
and the City of Renton paying $3, 120 . I would be glad to
meet with you and go over these points.
Sincerely ,
D
K C�gB
Michael M. Zemanek
Public Improvement Supervisor JUL 81988
MMZ. rds CITY OF RENTON
Engineering Dept.
805-156th Avenue North East,Bellevue,Washington 98007, (206)447-0700
Aft
Washington State Duane Berentson
•, Department of Transportation Secretary of Transportation
District 1
15325 S.E.30th Place RECEIVED �.z ads y
Bellevue,Washington 98007-6568
(206)562-4000 PUBLIC WORKS DEPT.
June 21, 1988 CITY OF RENTON
Mr. Richard Houghton
Director of Public Works
200 Mill Ave. S.
Renton, WA 98055
SR 405
Gypsy Creek - Drainage
L-8714
Dear ;ir. Houghton:
Attached for your information is a set of contract plans for the
above noted project.
This project is currently under ad and bids will be opened on Wednesday
July 7, 1988.
Mr. T. Pannanen has been assigned as Project Engineer on this highway
improvement. Mr. Pannanen may be reached at telephone number 455-7134
should there be further questions.
Sincerely,
- William ' Garing, P.E.
District State Aid Engineer
TBA:ty 22/41
attach.
cc: T. Pannanen M.S. 55
Washington State Duane Berentson
Secretary of Transportation Department of Transportation
District 1
RECEIVED
15325 S.E.30th Place
Bellevue.Washington 98007-6568 PUBLIC WORKS N
(206)562-4000 CITY OF RENTO,v
June 15, 1988
Mr. Richard Houghton
Director of Public Works
200 Mi11 Ave. S.
Renton, WA 98055
City of Renton
C.S. 1744 SR 405
Gypsy Creek - Drainage
Agreement GC-8431
Dear Mr. Houghton:
Attached is a fully executed copy of the referenced agreement.
This project is on ad and bids will be opened on July 7, 1988.
Thank you for your cooperation.
Sincerely,
�CZ-Willia RR Garing, P.E.
District State Aid Engineer
TBA:ty 23/74
attach.
cc: J. Villager M.S. 111
N. Storme M.S. 135
H. Peters M.S. 105
W_ Washingtonstato CAG-038-88
Dopartmont of Transportation
LOCAL AGENCY ORGANIZATION AND ADDRESS
PARTICIPATING
City of Renton
AGREEMENT 200 Mill Ave.
Renton, WA 98055
WORK BY STATE- ACTUAL COST
AGREEMENT NUMBER SECTION/LOCATION
GC 84 3 1 Gypsy Creek - Drainage
STATE ROUTE CONTROL SECTION DISTRICT DESCRIPTION OF WORK
NUMBER NUMBER
405 1744 1 Drainage Improvement
ADVANCE PAYMENT AMOUNT
$ 19,550.32
This AGREEMENT,made and entered into this day of � � -------e— 19 �,between the STATE
OF WASH INGTON,Department of Transportation,acting by and through the Secretary of Transportation,hereinafter called the"STATE,"and
the above named organization, hereinafter called the"LOCAL AGENCY."
WHEREAS,the STATE is planning the construction or improvement of a section of state route as shown above,and in connection
therewith,the LOCAL AGENCY has requested that the STATE perform certain work as herein described, and
WHEREAS,it is deemed to be in the best interest for the STATE to include the necessary items of work,as requested by the LOCAL
AGENCY, in the STATE's construction contract proposed for the improvement of this section of State Highway,and
WHEREAS,the LOCAL AGENCY is obligated for the cost of the work described herein.
NOW THEREFORE,by virtue of Title 39.34 and in consideration of the terms,conditions,covenants,and performances contained
herein, or attached and incorporated and made a part hereof,IT IS MUTUALLY AGREED AS FOLLOWS:
I The LOCAL AGENCY agrees,upon satisfactory completion
GENERAL of the work involved, to deliver a letter of acceptance which shall
include a release and waiver of all future claims or demands of any
The STATE, as agent acting for and on behalf of the LOCAL nature resulting from the performance of the work underthis AGREE-
AGENCY, agrees to perform the above"Description of Work". MENT.
Plans,specifications and cost estimates shall be prepared by II
the STATE in accordance with the current State of Washington PAYMENT
Standard Specificationsfor Road,Bridge,and Municipal Construction
and adopted design standards,unless otherwise noted. The STATE The LOCAL AGENCY, in consideration of the faithful per-
will incorporate the plans and specifications into the STATE's project formance of the work to be done by the STATE, agrees to reimburse
and thereafter advertise the resulting project for bid and, assuming the STATE for the actual direct and related indirect cost of the work.
bids are received and acontract is awarded,administer the contract.
An itemized estimate of cos,for work to be performed by the
The LOCAL AGENCY hereby approves the plans and speci- STATE at the LOCAL AGENCY's expense is marked Exhibit"A",and
fications for the described work as shown on Exhlibit "B", attached is attached hereto and by this reference made a part of this AGREE-
hereto and by this reference made a part of this AGREEMENT. MENT.
The LOCAL AGENCY may, if it desires,furnish an inspector Partial payments shall be made by the LOCAL AGENCY,
on the project. Any costs for such inspection will be borne solely by upon request of the STATE,to cover costs incurred. These payments
the LOCAL AGENCY. All contact between said inspector and the are not to be more frequent than one(1)per month. It is agreed that
STATE's contractor shall be through the STATE's representative. any such partial payment will not constitute agreement as to the
appropriateness of any item and that, at tome of final audit, all • IV
required adjustments will be made and reflected in a final payment. EXTRA WORK
The LOCAL AGENCY agrees that if payment for the work is In the event unforeseen conditions require an increase in the
not made to the STATE within forty-five (45)days after the LOCAL cost of 25 percent or more from that agreed to on Exhibit "A", this
AGENCY has been billed for the work,the STATE may withhold any AGREEMENT will be modified by supplement AGREEMENT cover-
tax monies which the LOCAL AGENCY is entitled to receive from the ing said increase.
Motor Vehicle Fund until payment for the work is received by the
STATE. In the event it is determined that any change from the
description of work contained in the AGREEMENT is required, ap-
The LOCAL AGENCY agrees to paythe STATEthe"Advance proval must be secured from the LOCAL AGENCY prior to the
Payment Amount" stated above within 20 days after the STATE beginning of such work. Where the change is substantial, written
submits its first partial payment request to the LOCAL AGENCY. The approval must be secured.
advance payment represents approximately fifteen(15)percentof the
estimate of cost and covers costs incurred by the STATE in the initial Reimbursement for increased work and/or a substantial
stages of the project. The advance payment will be carried throughout change in the description of work shall be limited to costs covered by
the life of the project with final adjustment made in the final payment. a written modification,change order or extra work order approved by
the LOCAL AGENCY.
III
DELETION OF WORK V
In the event the estimate of cost, Exhibit"A", is in excess of RIGHT OF ENTRY
$10,000 and the total actual bid prices for the work covered by this The LOCAL AGENCY hereby grants and conveys to the
AGREEMENT exceeds the estimate of cost by more than 15 percent, STATE the right of entry upon all land which the LOCAL AGENCY has
the LOCAL AGENCY shall have the option of directing the STATE to interest,within or adjacent to the right of way of the highway,for the
delete all or a portion of the work covered by this AGREEMENT from purpose of constructing and if necessary, maintaining said improve-
the STATE's contract. Except,that this provision shall be null and void ments.
if the LOCAL AGENCY's portion of the work exceeds 20 percent of the
actual total contract bid price. Upon completion of the work outlined herein, all future
operation and maintenance of the LOCAL AGENCY's facilities shall
The LOCAL AGENCY shall have five (5)working days from be at the sole cost of the LOCAL AGENCY and without expense to the
the date of written notification to inform the STATE to delete the work. STATE.
Should the LOCAL AGENCY exercise its option to delete work, the
LOCAL AGENCY agrees,upon billing by the STATE,to reimburse the VI
STATE for preliminary engineering costs incurred by the STATE to LEGAL RELATIONS
include the work covered by this AGREEMENT in the STATE's
contract. No liability shall attach to the STATE or the LOCAL AGENCY
by reason of entering into this AGREEMENT except as expressly
provided herein.
IN WITNESS WHEREOF,the parties hereto have executed this AGREEMENT as of the day and year first above written.
LOCAL AGENCY STATE OF WASHINGTON
By:
DEPARTMENT OF TRANSPORTATION
Cit of Renton
By: if rr�
Earl Clymer, May Clyde L. Slemmer
Date: / Project Development Engineer
ATTEST:
Maxine E. Motor, CHC, City Clerk
e;s ed 85DOT R41
• DE?AR72IIT OF HIGH-IAYS
DISTRICT I:0. 1
6431 CORSCN AV"i:,.VS SOUTH Page 1 of 2 Pages
SEATTI.:, I-LEHI1 GTON 98108
EIIGD=RIS =t l' -:ATI;
Project Igo. Z 57/ 4 ,C_S.
For improving Sign P,azte 11 y 5� between
in � ) �'/ Camtp, Station A r12*J}X g+-'13 to Station
X.P. 7• 3 to 2-1.10. length: No F`t. ITules.
+- -, r / ,C r Q '-' 1 fI G,1C / ! t/ .7/,)o
De S G��••�O.. Ol Project:� ; /�! J F L C IJ / L
1�1 i u14
CrIIA�iITi i Uh"IT t�NO.
ITEM t P:�C- � AMGUhT.
rC �5-+7 —
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1 I
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Zrp i L = + J �c-� �(` >c �,t���:•�'% ( /i5 35001
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Fc-a 221-[�) /'�/'� � � �-S ��Y J�ztrh �s�� �� / o>l�
�- / �� C ' IF1 • (Continuation Sheet).
[",UNIT
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'QU�NTIT'Y • UNIT t ��0. PRIC
ITE. i
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DOT-R17135F WASHINGION STATE DEPARTMENT OF IRANISPORTATION OATE � 03/03/88 PAGE 5
CCNTRACT ADMINISTRATION G PAYMENT SYSTEM IIME � 03 . 45 PM VERB 1
PS&E JOH NO: 88AO23 PRELIMINARY ESTIMATE - BY ITEM
CONTRACT NO:
WORK ORDERn : 0L8714
ITEM STD . UNI T PRE-
NO. NO . I TEN DESCR IPT [ ON MEAS UN IT PR ICE QUANTITY AMOUNT QUAL
1 0001 M013 1L IZAT I CN L.S . 14 , 200. 00 At
e� DRAINAGE
2 1069 FILTER BLANKET C.Y . 25.00 21 .00 525. 00 G2 .
3 HANG PLACED RIPRAP TON 25. 00 79 .00 1 , 975. 00 RO
STORM SEWER
a
4 3151 TESTING STORM SEWER PIPE L .F . 1 .50 621 .00 931 . 50
c
try 5 TR . 5 ST. STORM SEWER PIPE 0. 064 L.F . 80.00 366 .00 29, 280 .00 T8
IN . TH. 42 IN. DIAM.
6 TR. 5 ST. STORM SEWER PIPE 0 . 109 L .F . 130.00 55 .00 7 , 150. 00 T8
IN . TH. 42 IN. DIAM
O 7 STEEL CASING 48 IN. DIAN. L . F . 90.00 200 .00 18 , 000. 00 62
8 JACKING OR AUGERING L. F . 200. 00 200 .00 40 , 000.00 G2
9 ENCCUNTCR INC FORE IGN HATER IAL EST . 2 , 500. 00 G2
y` WATER 1- INES
10 3815 BANK RUN GRAVEL FOR TRENCH C .Y . 9. 00 286 .00 2074 . 00 X2
oACKFILL
SURFACING
11 5120 CRUSHED SURFACING TOP COURSE TON 15. 00 I11 .00 19665 .00
�4 ASPHALT CONCRETE PAVEMENT
G' 12 5765 ASPHALT CONC . PAVEMENT CL. H TON 30. 00 55 .00 1 * 650. 00 A4
0
TR AF F IC
13 697S TRAFFIC CCNTROI_ LABOR ^^ HOUR 20.00 3*70 .00 7, 400. 00 Al
14 6982 c.nNSTRucr [ON SIGNS ("LASS A S .F . 18. 00 20.00 360.00 A1-
SR 405
GYPSY CREEK 1�
DRAINAGE IMPI(OVEMENT
88A023
D(1T—R17135F WASHINGTON STATE DEPARTMEI OF TRANSPORTATION DATE : 03/03/88 PAGE
CONTRACT ADMINISTRATIOI; G PAYMENT SYSTEM TIME : 03 : 45 PM VRR :
PSE.E J (1h NO: 88A023 PRELIMINARY ESTIMATE — BY ITEM
CONTRACT NO:
WORK 014)[_V11 : OI.£I714
I1-1=r4 SID . UNIT PRE
N(1. 14(1. ITEM DESCRIPTION MEAS UNIT PRICE QUANTITY AMOUNT QUA
l `.? 6985 MAINTENANCE AND PROTECTION OF L .S . 1r500. 00 Al
TRAFF iC
OTHER ITEMS
10 7006 STRUCTURE EXCAVATION CLASS B C.Y . 10.00 920 .00 9, 200. 00 I2
INCL . HAUL
17 7013 GRAVEL RACKFILI. FOR Pik BF-00ING C.Y . 15.00 204.00 3060. 00 F6
� 18 7023 C(INC . CL . B C.Y . 2. 00.00 2 .00 400.00 0
p 19 7030 ST . RFINF . PAR LB. 1.00 105 . 00 105. 00 0
0
20 MANIICI_f UNDER 12 FT. 120 IN. EACH 7, 000.00 1 . 00 7000. 00. G2
01AH . TYPE: 3
1 21 MHDI1= IED MANHOLE UNDER 12 FT . 120 EACH 6, 500. 00 1 . 00 6, 500. 00 G2
IN. I' iAM. TYPE 3
'2 BRICK WEIR L. S . 575.00 G2
p 23 1490 TRIMMING AND CLEANUP L .S . 19500. 00 Al
�2 7554 C(jrISIRUCTI(I.N GEOTEXTILf FOR S.Y. 2. 00 110 .00 220.00 G2
11F 1 11AIIf7hj1 1:P(Ic, 10N CONTRCL
Subtotal 158 , 270. 50
Sales Tax (8. 1%) 12,819.91
.Subtotal 171,090.41
Engineering (15% fixed percentage) 25,663. 56
Contingencies 8,554. 52
Total Estimated Cost Part "B" 205,308.49
0
U+ Note: Construction Engineering will be computed at a fixed
percentage of 15% percent.
SR 405
GYPSY C.RFFK
DRAI(I.nr.E� ► MPRnvFr+.rrI1 � .
£1£IA0,/'i CAD
f
EXHIBIT "A"
ESTIMATE OF COST
RECAP
Page 5 of 5
The City and State have agreed to share on a 50-50 percent basis the cost
of constructing this project based on a 25 year storm design.
Part "A" Estimate of Cost (25 year storm design) is $149,946; Therefore:
$149,973 x . 50 = $74,973 cost to State.
$74,973 shall remain a fixed amount and will be deducted from the project
cost to determine the States participation.
The estimate cost for the 100 year storm design is $205,308.49.
Therefore: $205,308.49
Less: 74,973.00 State's fixed cost
130,335.49 Total Estimated Cost to City
Note: The City agrees to fund all project costs over $74,973.00.
21110
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Subject P(SL 77y,,J kXtt :5 lig— bC�-7JA)"-/
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Date v fj�J, 19��
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Signed
WilsonJones 483
GRAYLINE FORM 44-900 2-PART
c 1983•PRINTED IN U.S.A.
7TV
SPEED LETTER
TO:
PROJECT: 1--44
SUBJECT:
n ciS�
-�
C �ii P
r
Signed
11� V !
FRANCO, ASIA, BENSUSSEN & COE
ATTORNEYS AT LAW
ALBERT M.FRANCO 1500 TOWER BUILDING BRUCE P KRIEGMAN
BENJAMIN S.ASIA,P.S. 7L- & OLIVE
EDWARD M.BENSUSSEN
HAROLD B.COE SEATTLE,WA SSIOI
BRIAN L.NORDWALL (206) 624-5622 WILLIAM Y.MIMBU
HENRY G.LIEBMAN OF COUNSEL
DAVID L.FRIEND FAX 206-625-9218
SHARON A.FINEGOLD
COUNSEL TO THE FIRM
May 27 , 1988
Charles E. Price
Storm Water Utility Engineer
Public Works Department
Muncipal Building
200 Mill Avenue South
Renton , WA 98055
Re : Kao/Renton Property;
Storm Drain Crossing Easement - Copy Attached
Dear Mr . Price :
The Kaos have agreed to the easement . Please forward neces-
sary documentation for our review.
Thank you .
Very truly yours ,
FRANCO, SIA, BENSUSSEN & COE
By
Henry G. Liebman
HGL:kp
05HGLC: 22
Enclosure
t4 AY 31 1988
CITY OF RENTeON
Engineering D
•� CITY OF RENTON
Lawrence J. Warren, City Attorney
Daniel Kellogg -Mark E. Barber - David M. Dean - Zanetta'L. Fontes -
Robert L. Sewell - Mary deVuono, Assistant City Attorneys
RECEIVED
PUBLIC WORKS DEPT.
CITY OF RENTON
May 26, 198S
TO: Richard C. Houghton, Public Works Director
FROM: Lawrence J. Warren, City Attorney
RE: City of Renton - Washington State Department of Transportation
I-405/Gypsy Creek Drainage A;reement
Dear Dick:
I have reviewed the above captioned agreement and it is approved as to legal form provided,
however, that the funds are available for the city's share of the construction costs for this
project.
_.1
Lawrence J. Warren
LJW:as.
cc: Mayor
A8.24:03.
Post Office Box 626 - 100 S 2nd Street - Renton, Washington 98057 - (206) 255-8678
• 0 OF R
PrjBCfC WORKS DEPARTMENT
MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055 CJ 40 's—
z
o �
DESIGN/UTILITY ENGINEERING - 235-2631 9A
09gTF0 SEP1EMg�P
TRAFFIC ENGINEERING DIVISION - 235-2620
TO: enry Llel--r DATE: lll&J JOB NO.:
RE: Plan GhoT
15th Floor Tower Bldg.
Seatt'Q WA 9O!n?
ATTN:
GENTLEMEN:
WE ARE SENDING YOU ❑ ATTACHED o UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
o SHOP DRAWINGS ❑ PRINTS ❑ REPRODUCIBLE PLANS ❑ SPECIFICATIONS
❑ COPY OF LETTER ❑
COPIES DATE NUMBER DESCRIPTION AND REMARKS
THESE ARE TRANSMITTED AS CHECKED BELOW:
o FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL
o FOR YOUR USE ❑ APPROVED AS NOTED o SUBMIT COPIES FOR DISTRIBUTION
o AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS
❑ FOR REVIEW AND COMMENT ❑ ❑ PRINTS RETURNED AFTER LOAN TO US
COPIES TO:
SIGNED Price
TITLE ester
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE
FROM THE DESK OF • •
HENRY O.L EBMAN gy
(((���
� ATTORNEY AT LA ��
95-FLOOR TOWER BUI V
SEATTLE,WASH. S
TELEPHO - 22
MAY 17 1988
CITY OF RENTON
Engineering Dept.
i
CITY OF RENTON
"LL PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Y Y Design/Utility Engineering
May 12, 1988
Henry Liebman
7th and Olive
15th Floor Tower Bldg.
Seattle, Wa. 98101
Re: M. C. Kao utility easement
Dear Mr. Liebman:
I have enclosed the utility easement information as discussed in our telephone
conversation on May 11, 1988. The City of Renton and the Department of
Transportation are installing a drainage culvert under 1-405 to get rid of the flooding
which occurs in the Denny's restaurant, adjacent properties, and roadway. In order to
pick up the flows entering the pond on Mr Kao's property, we will need to extend a
culvert a few feet into their property. This would require an easement of 15 feet wide
by 10 feet deep.
The State intends to do the construction this year. We would like to have the easement
executed as soon as possible. Without the easement, we would not be able to connect to
the pond. This connection would have to be made during development of the site.
If you have any questions feel free to call me at (206) 235-2631.
Very truly yours,
Charles E. Price, P.E.
Storm Water Utility Engineer
cl/kao:cep
Attachment
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
0
15.00
Easement Legal Description
lent 15f t in width lying 7,5f t on either
the following described center line,
at a point which is the N,W corner of
ock 185 of CD Hillmans Lake Washington
)f Eden Addition.
>outh Westerly along West Line of Lot 2
Block a distance of 11.37ft to the True
Beginning,
►ouch Easterly at right angle to the said
a distance of 10f t,
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
I-405 STORM DRAIN CROSSING
NORTH OF N.E 44TH ST,
°O"M` Di/w- 3-10-88 Fu ""r- MLRP
DRWM: PAT
gym: : N T S m" �: hum
By APPR. DAN APPROVM. Immewm or ►u.uo ' Me. Lm*rr: 1 OF. 1
40 CITY OF RENTON
..LLR PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Y Y Design/Utility Engineering
May 12, 1988
Henry Liebman
7th and Olive
15th Floor Tower Bldg.
Seattle, Wa. 98101
Re: M. C. Kao utility easement
Dear Mr. Liebman:
I have enclosed the utility easement information as discussed in our telephone
conversation on May 11, 1988. The City of Renton and the Department of
Transportation are installing a drainage culvert under I-405 to get rid of the flooding
which occurs in the Denny's restaurant, adjacent properties, and roadway. In order to
pick up the flows entering the pond on Mr Kao's property, we will need to extend a
culvert a few feet into their property. This would require an easement of 15 feet wide
by 10 feet deep.
The State intends to do the construction this year. We would like to have the easement
executed as soon as possible. Without the easement, we would not be able to connect to
the pond. This connection would have to be made during development of the site.
If you have any questions feel free to call me at (206) 235-2631.
Very truly yours,
Charles E. Price, P.E.
Storm Water Utility Engineer
cl/kao:cep
Attachment
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Utility Engineering
March 24, 1988
Ming-San Kao
17118 NE 40th Court
Redmond, WA 98052
Subject: Utility Easement
Dear Sir:
As discussed in our meeting earlier this month, I have enclosed a plan and the
documentation of the easement required over the parcel of land located off of Lake
Washington Boulevard.
The City will be constructing drainage improvements to eliminate the flooding in the
area. In order to properly connect into the drainage swale on you property, it is
necessary that we extend the drainage culvert into your parcel. We will therefore
require an easement as shown on the enclosed plan.
If it meets with your approval, please sign the enclosed easement before a Notary
Public and return it here to the Storm Water Utility. If you have any questions feel
free to contact me at (206) 235-2631.
Very truly yours
6
Charles E. Price, P.E.
Storm Water Utility Engineer
cl/ming-san/cep:jlm
Attachments
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
UTILITIES #1
EASEMENT
THIS INSTRUMENT, made this day of 19 88
by and between: Horn Sheng P. , Co. , Ltd. and
and
and
and
hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King County,
Washington, hereinafter called "Grantee".
WITNESSETH:
That said Grantor(s), for and in consideration of the sum of $ 1.00
paid by Grantee, and other valuable consideration, do by
these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns,
an easement for the public utilities (including water, sewer, and storm) with necessary appurtenances over,
through, across, and upon the following described property in King County, Washington, more particularly
described as follows:
AN EASEMENT 15 FT IN WIDTH LYING 7.5 FT ON EITHER SIDE OF TILE FOLLOWING DESCRIBED CENTER
LINE:
BEGINNING AT A POINT UTHICII IS TILE NW CORNER OF LOT 2 BLOCK 185 OF C.D. HILLMANS LAKE
WASHINGTON GARDEN OF EDEN ADDITION,
THENCE SOUTH WESTERLY ALONG WEST LINE OF LOT 3 OF SAID BLOCK A DISTANCE OF 11.37 FT
TO TILE TRUE POINT OF BEGINNING,
THENCE SOUTH EASTERLY AT RIG11T ANGLES TO THE SAID WEST LINE A DISTANCE of 10 FT.
Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior
notice or proceeding at law, at such times as may be necessary to enter upon said above described property
for the purpose of constructing, maintaining, repairing, altering, or reconstructing said utilities, or making
any connections therewith, without incurring any legal obligations or liability therefore, provided, that such
construction, maintaining, repairing, altering, or reconstruction of said utilities shall be accomplished in
such a manner that the private improvements existing in the right(s)-of-way shall not be disturbed or
damaged, they will be replaced in as good a condition as they were immediately before the property was
entered upon by the Grantee.
The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain
the right to use the surface of said right-of-way if such use does not interfere with installation and
maintenance of the utilities. However, the grantor shall not erect buildings or structures over, under or
across the right-of-way during the existence of such utilities.
This easement, shall be a covenant running with the land and shall be binding on the Grantor,
his successors, heirs and assigns. Grantors covenant that they are the lawful owners of the above properties
and that they have a good and lawful right to execute this agreement.
Horn Sheng P. , Co. , Ltd. and
and
and
and
CORPORATE FORM:
STATE OF )
SS
COUNTY OF )
On this day of 19 before me, the undersigned, a Notary
Public in and for the State of , duly commissioned and sworn personally
appeared and
to me known to be the and , respectively,
of the corporation that executed the foregoing
instrument, and acknowledged the said instrument to be the free and voluntary act and deed as said
corporation, for the uses and purposes therein mentioned, and on oath stated that
authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation.
WITNESS my hand and official seal hereto affixed the day and year in this certificate above
written.
Notary Public in and for the State of
, residing at
G/r* Crl . -SVZ'
RECEIVE®
PUBLIC WORKS DEPT.
CITY OFCREKW8NN
..LL BUILDING & ZONING DEPARTMENT
Earl Clymer, Mayor Ronald G. Nelson, Director
May 5, 1988
Robert Bergstrom, P.E.
Public Works Department
City of Renton
Renton, Washington 98055
RE: I-405 Storm Drain Crossing, Environmental Review,
Property located north of I-405 & N.E. 44th Street
(ECF-031-88)
Dear Mr. Bergstrom:
The Building and Zoning Department has formally accepted the above referenced project.
It has been routed for departmental review and is tentatively scheduled for the Technical
Advisory Committee on May 25, 1988, for consideration.
If you have any questions regarding the scheduling of your project, please contact our
office at 235-2550.
Sincerely,
`Donald K. Erickson, AICP
Zoning Administrator
PC: Richard Houghton
DKE:lb
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2540
�i CITY OF RENTON
"LL PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Richard C. Houghton, Director
MEMORANDUM
DATE: May 2, 1988
TO: Larry Warren, City Attorney
FROM: Richard C. Houghton, Public Works Director
SUBJECT: City of Renton - Washington State Department of Transportation
I-405/Gypsy Creek Drainage Agreement
Dear Larry:
Attached you will find a copy of the agreement between the City of Renton and the Washington
State Department of Transportation for the I-405 (SR 405)/Gypsy Creek Drainage project.
Please review this agreement and approve or advise as to legal form.
6�4
Richard C. Houghton
cm\I-405LJW\cep:jlm
Attachment
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2569
Washington State Duane Berentson
® Department of Transportation Secretary of Transportation
District 1
15325 S.E.30th Place (RECEIVED
Bellevue,Washington 98007-6568
(206)562-4000 PURLIC WORKS DEPT.
CITY OF RENTON
May 2, 1988
Richard Houghton
Director of Public Works
200 Mill Ave. S.
Renton, WA 98055
City of Renton
C.S. 1744 SR 405
Gypsy Creek - Drainage
Agreement GC-8431
Attached is the original and one (1) copy of the referenc?d agreement
for this drainage improvement.
The agreement obligates the City for all project construction costs over
$74,973.00.
If the agreement is satisfactory, please sign and return Both copies for
execution.
We are scheduled for a June 13, 1988 ad date.
Please contact Bailey Atkins at phone 562-4152 should there be further
questions.
Sincerely,
Wi 11 i W E. Garing, P.E.
District State Aid Engineer
TBA:ty 22/39
attach.
cc: J. Villager M.S. 111
H. Peters M.S. 105
N. Storme M.S. 135
Washington Stat•
�AP Departmont of Transportation
LOCAL AGENCY ORGANIZATION AND ADDRESS
PARTICIPATING City of Renton
AGREEMENT 200 Mill Ave. South
Renton, WA 98055
WORK BY STATE- ACTUAL COST
AGREEMENT NUMBER SECTION/LOCATION
GC8431 Gypsy Creek - Drainage
STATE ROUTE CONTROL SECTION DISTRICT DESCRIPTION OF WORK
NUMBER NUMBER
405 1744 1 Drainage Improvement
ADVANCE PAYMENT AMOUNT
$ 19,550.32
This AGREEMENT,made and entered into this day of 19 ,between the STATE
OF WASHINGTON,Department of Transportation,acting by and through the Secretary of Transportation,hereinafter called the"STATE,"and
the above named organization, hereinafter called the"LOCAL AGENCY."
WHEREAS,the STATE is planning the construction or improvement of a section of state route as shown above,and in connection
therewith,the LOCAL AGENCY has requested that the STATE perform certain work as herein described, and
WHEREAS,it is deemed to be in the best interest for the STATE to include the necessary ite-is of work,as requested by the LOCAL
AGENCY, in the STATE's construction contract proposed for the improvement of this section of State Highway, and
WHEREAS,the LOCAL AGENCY is obligated for the cost of the work described herein.
NOW THEREFORE,by virtue of Title 39.34 and in consideration of the terms,conditions,covenants, and performances contained
herein, or attached and incorporated and made a part hereof,IT IS MUTUALLY AGREED AS FOLLOWS:
f The LOCAL AGENCY agrees, up
on pon satisfactory completion
GENERAL of the work involved, to deliver a letter of acceptance which shall
include a release and waiver of all future claims or demands of any
The STATE, as agent acting for and on behalf of the LOCAL nature resulting from the performance of the work underthis AGREE-
AGENCY, agrees to perform the above"Description of Work". MENT.
Plans,specifications and cost estimates shall be prepared by fI
the STATE in accordance with the current State of Washington PAYMENT
Standard Specifications for Road,Bridge,and Municipal Construction
and adopted design standards,unless otherwise noted. The STATE The LOCAL AGENCY, in consideration of the faithful per-
will incorporate the plans and specifications into the STATE's project formance of the work to be done by the STATE,agrees to reimburse
and thereafter advertise the resulting project for bid and, assuming the STATE for the actual direct and related indirect cost of the work.
bids are received and a contract is awarded,administer the contract.
An itemized estimate of cost for work to be performed by the
The LOCAL AGENCY hereby approves the plans and speci- STATE at the LOCAL AGENCY's expense is marked Exhibit"A",and
fications for the described work as shown on Exhlibit "B", attached is attached hereto and by this reference made a part of this AGREE-
hereto and by this reference made a part of this AGREEMENT. MENT.
The LOCAL AGENCY may, if it desires,furnish an inspector Partial payments shall be made by the LOCAL AGENCY,
on the project. Any costs for such inspection will be borne solely by upon request of the STATE,to cover costs incurred. These payments
the LOCAL AGENCY. All contact between said inspector and the are not to be more frequent than one(1)per month. It is agreed that
STATE's contractor shall be through the STATE's representative. any such partial payment will not constitute agreement as to the
DEPART:C11T (T' HIGH.-JAYS
DISTRICT 1:0. 1
61.131 COR-'zC:J :11r-ET=z, =TH Pace 1 of Paces
SEATTE-1 c�.sxl1-JT011 98108
E11 D=13 =Tr.ATF
Pt•oject No. L 57/`T" ,C*S.—/ 7/�L)
For i=provinc Sicn Route -4-0 between N 17�-IIAJ I--Jr C,TYTbl--(
in ?-' ) "4 County, Station a+-1-13 to Stat- on
M.P. 7. 6 3 to 1.1.P. . Length: N o,q6 Ft. - I•Liles.
Description of Project: I AJ!�7?1 L 6 Y J Ao,C_!,clCI PO- i't Zvo !r D F �{ PIPE UNOe2
SOS � S5P y o
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• 1*1111n
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DOT-R17135F WASHINGTON STATE DEPARTMENT OF TRANSPORTATIUN DATE : 03/03/88 PAGE 5
CCNTRACT ADMINISTRATION 6 PAYMENT SYSTEM TIME : 03. 45 PM VER : 1
PSF.E JOB NO: 88A023 PRELIMINARY ESTIMATE - 8Y ITEM * #
CONTRACT NO:
WORK ORDER# : OL8714
ITEM STD . UNIT PRE-
NO. NO. ITEN DESCRIPTION MEAS UNIT PRICE QUANTITY AMOUNT QUAL
1 0001 MOB ILIZATICN L .S . 14, 200. 00 Al
DRAINAGE
d�
2 1069 FILTER BLANKET C .Y . 25.00 21 .00 5Z5. 00 G2
3 HANC PLACED RIPRAP TON 25. 00 79 .00 1 , 975. 00 RO
STORM SEWER
o 4 3151 TESTING STORM SEWER PIPE L.F . 1 .50 621 .00 931 . 50 T8 •
5 TR . 5 ST. STORM SEWER PIPE 0. 064 L.F . 80.00 366 .00 29, 280 .00 T8
IN . TH. 42 IN. DIAM.
a 6 TR. 5 ST. STORM SEWER PIPE 0 . 109 L .F. 130.00 55 .00 7 , 150. 00 TO,
IN. TH. 42 IN. DIAM
7 STEEL CASING 48 IN. DIAM. L . F . 90.00 200 .00 18 , 000. 00 Gz
O
8 JACKING OR AUGERING L. F . 200. 00 200 .00 40 , 000.00 G2
9 ENCCUNTCRINC FOREIGN NA7CRIAL EST . 2, 500. 00 GZ
WATER LINES
10 3815 BANK RUN GRAVEL FOR TRENCH C .Y . 9. 00 286-100 2 , 574 . 00 X2
6ACKFILL
SURFACING
11 5120 CRUSHFD SURFACING TOP COURSE 1-ON 15, 00 111 . 00 1 , 665 .00 F6 •
ASPHALT CONCRETE PAVEMENT
12 5765 ASPHALT CONC . PAVEMENT CL. B TON 30. 00 55 . 00 1 , 650. 00 A4
0
TRAFFIC
13 6975 TRAFFIC. CCt\lk(JL LABOR HOUR 20.00 370 .00 7, 400. 00 Al
14 6982 CONSTRUCTION SICNS CLASS A S.F . 18. 00 20.00 360 .00 Al
SR 405
GYPSY CREEK y�
DRAINAGE. IMPROVEMENT
88AO23 CIO
DnT-R17135F WASHINGTON STATE DEPARTMENT OF TRANSPORTATION DATE : 03/03/88 PAGE 6
CONTRACT ADMINISTRATION C PAYMENT SYSTEM TIME : 03 :45 PM VER : I
PSEE JOB NO: 88A023 PRELIMINARY ESTIMATE - BY ITEM
LMTRACT Nn:
0(-JRK npcmol : OL8714
ITEM STD . UNIT PRE-
NO. NO. ITEP DESCRIPTION MEAS UNIT PRICE QUANTITY AMOUNT QUAL
15 6985 11AINTENANCE AND PROTECTION OF L .S . 19500. 00 Al
TRAFFIC
OTHER ITEMS
� lb 7006 STRUCTjRELEXCAVATION CLASS B C.Y . 10.00 920 .00 9, 200. 00 I2
17 7013 GRAVEL BACKFILL FOR PIPE BEOCING C.Y . 15.00 204.00 39060. 00 F6'
l
� 18 7023 CONIC . CL . B C.Y . 200.00 2 .00 400. 00 EO
p a19 7030 ST. REINF . EAR L.B. 1.00 105 . 00 105. 00 U*
0
�i 20 MANIiCLC UNDER 12 FT. 120 IN. EACH 71000.00 1 . 00 7 , 000. 00 G2
p O I AH. TYPE 3
1 -,1 21 MODIFIED MANHOLE UNDER 12 FT. 120 EACH 6, 500. 00 1 . 00 6# 500. 00 G2
IN. MAN. TYPE 3
22 BRICK WEIR L. S . 575.00 G2'
1 0 23 7490 TR I MMING An0 CLEANUP L .S . 1 , 500. 00 Al
�24 7554 CONSTRUCT ION GEOTEXTILE ,FOR S.Y. 2. 00 110 .00 220. 00 G2
PEI'.NAIdFNT FROSION CONTRCL
Subtotal S 158 , 270. 50
Sales Tax (8. 1%) 12,819.91
Subtotal 171,090.41
Engineering (15% fixed percentage) 25,663. 56 •
• , Contingencies 8,554. 52
total Estimated Cost Part "B" $ 205,308.49
0
Note: Construction Engineering will be computed at a fixed
�..� percentage of 15% percent.
SR 405
GYPSY CREEK
DRAINAGE IMPROVEME141' }�
88A023
EXHIBIT "A"
ESTIMATE OF COST
RECAP
P&ge 5 of 5
The City and State have agreed to share on a 50-50 percert basis the cost
of constructing this project based on a 25 year storm design.
Part "A" Estimate of Cost (25 year storm design) is $149,946; Therefore:
$149,973 x .50 = $74,973 cost to State.
$74,973 shall remain a fixed amount and will be deducted from the project
cost to determine the States participation.
The estimate cost for the 100 year storm design is $205,308.49.
Therefore: $205,308.49
Less: 74,973.00 State' s fixed cost
130,335.49 Total Estimated Cost to City
Note: The City agrees to fund all project costs over $74,973.00.
21110
GC 8431
4075
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PROPOSED DISCHARGE POINT
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T R E E S �/ 60' STORM SEW PIPE
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I CITY OF RENTON
7R.
BUILDING & ZONING DEPARTMENT
Earl Clymer, Mayor Ronald G. Nelson, Director
May 5, 1988
r
� � ��A,� 1 p 198$ •
Robert Bergstrom, P.E.
Public Works Department OF RE�TOr�
City of Renton ��TY Dep�
Renton, Washington 98055 4:nglneertng
RE: 1-405 Storni Drain Crossing, Envircrimer�-,' j?:-:ew.
Property located north of I-405 & N.E. 44th Street
(ECF-031-88)
Dear Mr. Bergstrom:
The Building and Zoning Department has formally accepted the above referenced project.
It has been routed for departmental review and is tentatively scheduled for the Technical
Advisory Committee on May 25, 1988, for consideration.
If you have any questions regarding the scheduling of your project, please contact our
office at 235-2550.
Sincerely,
Donald K. Erickson, AICP
Zoning Administrator
pc: Richard Boughton
DKE:lb
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2540
CITY OF RENTON
"u' PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Utility Engineering
MEMORANDUM
DATE: April 11, 1988
TO: Don Erickson, Zoning Administrator
FROM: Charles Price, Storm Water Utility Engineer
SUBJECT: I-405 Storm Drain Crossing, North of NE 44th Street
Environmental Checklist
Dear Don:
Please find enclosed 8 copies of the Environmental Checklist, project plans, and narrative for the I-
405 Storm Drain Crossing, North of NE 44th Street.
Charles E. Price
cm/I405eric/cep:jlm
Attachments: 8 Sets
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
I-405 STORM DRAIN CROSSING
INorth of NE 44th Street
Narrative
The purpose of this project is to solve flooding problems in the vicinity of Lake Washington
Boulevard and the Denny's Restaurant. The system is designed for the 100 year flood event. The
project costs are shared between the State of Washington Department of Transportation and the City
of Renton. The State's portion will come from Federal funds which require the State to advertise
and award the project. Construction is anticipated in late August and September of 1988.
Other work in the area includes the NE 44th Street and Lake Washington Boulevard L.I.D. This
project has already received a DNS. Construction timing will have to be coordinated between the
two projects.
Future improvements are necessary downstream from the I-405 crossing only. A study and design is
to be performed this year to determine the improvements. An environmental checklist will be
prepared for that project when we have more information and plans. It is our intent to keep as
much of Gypsy Creek flowing through open channels as possible. Currently it is flowing in
undersized culverts through the Baxter Pole yard before it terminates in Lake Washington. That
portion of the project may have to occur when development proceeds.
-GF R4�v
%R City of Renton Lu:
z �
o �
ENVIRONMENTAL CHECKLIST
0,9gT--0 SEPTEO��P
Purpose of Checklist:
The State Environmental Policy Act (SEPA), chapter 43,21C RCW, requires all
governmental agencies to consider the environmental impacts of a proposal before making
decisions. An environmental impact statement (EIS) must be prepared for allproposals
with probable significant adverse impacts on the quality of the environment. The purpose
of this checklist is to provide information to help you and the agency identify impacts
from your proposal (and to reduce or avoid impacts from the proposal, if it can be done)
and to help the agency decide whether an EIS is required.
Instructions for Applicants:
This environmental checklist asks you to describe some basic information about your
proposal. Governmental agencies use this checklist to determine whether the
environmental impacts of your proposal are significant, requiring preparation of an EIS.
Answer the questions briefly, with the most precise information known, or give the best
description you can.
You must answer each question accurately and carefully, to the best of your
knowledge. In most cases, you should be able to answer the questions from your own
observations or project plans without the need to hire experts. If you really do not know
the answer, or ,if a question does not apply to your proposal, write "do not know" or "does
not apply." Complete answers to the questions now may avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and
landmark designations. Answer these questions if you can. If you have problems, the
governmental agencies can assist you.
The checklist questions apply to all parts of your proposal, even if you plan to do
them over a period of time or on different parcels of land. Attach any additional
information that will help describe your proposal or its environmental effects. The
agency to which you submit this checklist may ask you to explain your answers or provide
additional information reasonably related to determining if there may be significant
adverse impacts.
Use of Checklist for Nonpro]ect Proposals: (Please Type or Print Legibly)
Complete this checklist for nonproject proposals, even though questions may be
answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR
NONPROJECT ACTIONS (part D).
For nonproject actions (actions involving decisions on policies, plans and programs),
the references in the checklist to the words "project," "applicant," and "property or site"
should be read as "proposal," "proposer," and "affected geographic area," respectively.
A. BACKGROUND
1. Name of proposed project, if applicable:
I-405 Storm Drain Crossing/North of NE 44th Street
2. Name of applicant:
City of Renton, Department of Public Works
3. Address and phone number of applicant and contact person:
Municipal Building Charles E. Price, P.E.
200 Mill Avenue South Storm Water Utility Engineer
Renton, Washington 98055 (206) 235-2631
4. Date checklist prepared:
November 17, 1987
5. Agency requesting checklist:
City of Renton, Department of Public Works
6. Proposed timing or schedule (including phasing, if applicable):
The I-405 Storm Drain Crossing, North of NE 44th Street Project will be performed
by State advertising and award in the 1988 construction season.
r '1 E
t
7. Do you have any plans for future additions, expansions, or further activity related
to or connected with this proposal? if yes, explain. F
The downstream drainage course is to be upgraded to carry the design flows. ,
The existing facilities are substandard in size and construction.
B. List any environmental information you know about that has been prepared, or will
be prepared, directly related to this proposal.
None
9. Do you know whether applications are pending for governmental approvals of other
proposals directly affecting the property covered by your proposal? If yes, explain.
No
10. List any governmental approvals or permits that will be needed for your proposal,
if known.
Hydraulics Permit
11. Give brief, complete description of your proposal, including the proposed uses and
the size of the project and site. There are several questions later in this checklist
that ask you to describe certain aspects of your proposal. You do not need to
repeat those answers on this page.
Proposed: Upgrade culvert capacity under I-405, provide improved drainage
capacity to the I-405 culvert.
The purpose of the upgrade is to prevent existing flooding conditions.
12. Location of the proposal. Give sufficient information for a person to understand
the precise location of your proposed project, including a street address, if any, and
section, township, and range if known. If a proposal would occur over a range of
area, provide the range or boundaries of the site(s). Provide a legal description,
site plan, vicinity map, and topography map, if reasonably available. While you
should submit any plans required by the agency, you are not required to duplicate
maps or detailed plans submitted with any permit applications related to this
checklist.
Section 29, Township 24 N, Range 5 E
North of I-405 and NE 44th Street, adjacent to Denny's Restaurant
B. ENVIRONMENTAL ELEMENTS
1. EARTH
a. General description of the site (circle one); flat, rolling, hilly, steep
slopes, mountainous, other rolling
b. What is the steepest slope on the site (approximate percent slope)?
2 Horizontal to 1 Vertical Roadway Shoulder
C. What general types of soils are found on the site (for example, caly, sand,
gravel, peat, muck)? If you know the classification of agricultural soils,
specify them and note any prime farmland.
Peat and Roadway Fill.
d. Are there surface indications or history of unstable soils in the immediate
vicinity? If so, describe. F
The peat has settlement characteristics that need to be designed for.
€
- 2 -
€
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e. Describe the purpose, type, and approximate quantities of any filling or
grading proposed. Indicate source of fill.
Minimal grading for shoulders of roadway.
f. Could erosion occur as a result of clearing, construction, or use? If so,
generally describe.
Minor erosion could occur during construction of trenches and
shoulder grading. Standard temporary erosion control measures would
be utilized.
g. About what percent of the site will be covered with impervious surfaces
after project construction (for example, asphalt or buildings)?
None
h. Proposed measures to reduce or control erosion, or other impacts to the
earth, if any:
Erosion control to be addressed by contractor during construction
using acceptable practices.
2. AIR
a. What types of emissions to the air would result from the proposal (i.e.,
dust, automobile, odors, industrial wood smoke) during construction and
when the project is completed? If any, generally describe and give
approximate quantities if known.
Dust and construction machinery exhaust during construction,
Automible exhaust will occur during and after construction but should
not be higher than existing levels,
tr. Are there any off-site sources of emission?
Construction haul vehicles.
C. Proposed measures to reduce or control emissions or other impacts to air,
if any:
None
3. WATER
a. Surface:
1) Is there any surface water body on or in the immediate vicinity of the site
(including year-round and seasonal streams, saltwater, lakes, ponds,
wetlands)? If yes, describe type and provide names. If appropriate, state
what stream or river it flows into.
Gypsy Creek and Lake Washington at the end of the downstream
drainage course.
2) Will the project require any work over, in, or adjacent to (within 200 feet)
the described waters? If yes, please describe and attach available plans.
The drainage project will be carrying the Gypsy Creek Flows.
3) Estimate the amount of fill and dredge material that would be placed in or
removed from surface water or wetlands and indicate the area of the site
that would be affected. Indicate the source of fill material.
None.
- 3 -
• N F
4) Will the proposal quire surface water withdrawals or diversions? Give .
general description, purpose, and approximately quantities if known.
The drainage project includes a 48" culvert adjacent to the existing 24"
culvert under 1-405. Drainage will be diverted to the new culvert.
The existing culvert will remain to add'in handling high flows.
5) Does thr proposal lie within a 100-year floodplain? If so, note location on [:
the site clan. k
No `
6) Does the proposal involve any discharges of waste materials to surface
waters? If so, describe the type of waste and anticipated volume of
discharge.
No
b. Grounk
1) Will ground water be withdrawn, or will water be discharged to ground
water? Give general description, purpose, and appaoximately quantities if
known.
No
2) Descrne waste material that will be discharged ,into the ground from
septic tanks or other sources, if any (for example: Domestic sewage;
industral, containing the following chemicals . . .; agricultural; etc.).
Describe the general size of the system, the number of such systems, the
number of houses to be served (if applicable), or the number of animals or
humans the system(s) are expected to serve.
N/A
ti
C. Water Runoff (including storm water):
1) Describe the source of runoff (including storm water) and method of
collection and disposal, if any (include quantities, if known). Where will
this water flow? Will this water flow into other waters? If so, describe.
Runoff through the drainage project will be from the upstream basin.
Flows include storm water and most likely groundwater from the
upper basin. The water will flow as it does now, via culverts and
ditches to Lake Washington.
2) Could waste materials enter ground or surface waters? If so, generally
describe.
Roadway spill could enter the surface water.
- 4 -
d. Proposed measures to reduce or control surface, ground, and runoff water
impacts, if any:
Drainage project is to mitigate flooding.
4. Plants
a. Check or circle types of vegetation found on the site:
b deciduous tree: alder, maple, aspen, other
o evergreen tree: fir, cedar, pine, other
5 Shrubs
lli grass
o crop or grain
b Wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other
b water plants: water lily, eel grass, milfoil, other
o other types of vegetation
b. What kind and amount of vegetation will be removed or altered?
Minor amount on connection to detention pond.
C. List threatened or endangered species known to be on or near the site.
None
d. Proposed landscaping, use of native plants, or other measures to preserve
or enhance vegetation on the site, if any:
None
S. Animals
a. Circle any birds and animals which have been observed on or near the site
or are known to be on or near the site:
Birds: Hawk, heron, eagle, songbirds, other None
Mammals: deer, bear, elk, beaver, other None
Fish: bass, salmon, trout, herring, shellfish, other In the past, trout were
found but in discussions w/Kurt Buchanan of WSDOF, none are believed to be the?
b. List any threatened or endangered species known to be on or near the site. now.
None
C. Is the site part of a migration route? If so, explain.
NO
- 5 -
d. Proposed measur*o preserve or enhance wildlife, if any: '
None
6. Energy and Natural Resources
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be
used to meet the completed project's energy needs? Describe whether it
will be used for heating, manufacturing, etc.
N/A
b. Would your project affect the potential use of solar energy by adjacent
properties? If so, generally describe.
No
C. What kinds of energy conservation features are included in the plans of this
proposal? List other proposed measures to reduce or control energy
impacts, if any:
N/A
7. Environmental Health
a. Are there any environmental health hazards, including exposure to toxic
chemicals, risk of fire and explosion, spill, or hazardous waste, that could
occur as a result of this proposal? If so, describe.
No
1) Describe special emergency services that might be required.
N/A
2) Proposed measures to reduce or control environmental health hazards, if
any:
None
b. Noise
1) What types of noise exist in the area which may affect your project (for
example: traffic, equipment, operation, other)?
Traffic
- 6 -
r s
4 0
e. Will the project use (or occur in the immediate vicinity of) water, rail, or
air transportation? If so, generally describe.
Yes, project is for the improvement of roadways.
f. How many vehicular trips per day would be generated by the completed
project? If known, indicate when peak volumes would occur.
None
g. Proposed measures to reduce or control transportation impacts, if any:
None
15. Public Services
a. Would the project result in an increased need for public services (for
example: fire protection, police protection, health care, schools, other)?
If so, generally describe.
No
b. Proposed measures to reduce or control direct impacts on public services,
if any.
None
16. Utilities
a. Circle utilities currently available at the site: electricity, natural gas,
water, refuse service, telephone, sanitary sewer, septic system, other.
All utilities in roadway right-of-way but only storm drainage lines
serve the project.
b. Describe the utilities that are proposed for the project, the utility
providing the service, and the general construction activities on the site or
in the immediate vicinity which might be needed.
Storm drainage improvements are proposed which require installation of
new lines and improvements to existing.
C. SIGNATURE
I, the undersigned, state that to the best of my knowledge the above information is
true and complete. It is understood that the lead agency may withdraw any
declaration of non-significance that it might issue in reliance upon this checklist
should there be any willful misrepresentation or willful lack of full disclosure on
my part.
Proponent:
Name Printed: Charles E. Price, P.E.
Storm Water Utility Engineer
- 10 -
#176 11-8-84
12. Recreation
a. What designated and informal recreational opportunities are in the
immediate vicinity?
None
b. Would the proposed project displace any existing recreational uses? If so,
describe.
No
C. Proposed measures to reduce or control impacts on recreation, including
recreation opportunities to be provided by the project or applicant, if any:
None
13. Historic and Cultural Preservation
a. Are there any places or objects listed on, or proposed for, national, state,
or local preservation registers known to be on or next to the site? If so,
generally describe.
No
b. Generally describe any landmarks or evidence of historic, archaeological,
scientific, or cultural importance known to be on or next to the site.
None
C. Proposed measures to reduce or control impacts, if any:
None
14. Transportation
a. Identify public streets and highways serving the site, and describe proposed
access to the existing street system. Show on site plans, if any.
I-405 Interchange at NE 44th Street, Lake Washington Boulevard.
b. Is site currently served by public transit? If not, what is the approximately
distance to the nearest transit stop?
N/A
C. How many parking spaces would the completed project have? How many
would the project eliminate?
N/A
d. Will the proposal require any new roads or streets, or improvements to
existing roads or streets, not including driveways? If so, generally describe
(indicate whather public or p.-A-v ate j.
N/A
- 9 -
•
�'0 CITY OF RENTON
"LL7R PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Utility Engineering
MEMORANDUM
DATE: March 24, 1988
TO: Dick Houghton
Don Monaghan
Chuck Price
FROM: Bob Bergstrom
SUBJECT: Gypsy Creek/I-405 Culvert Crossing
Joint City/WSDOT Project
With the new L. I.D. #334 formed at the Denny's Restaurant, Don Monaghan
has raised issues with project coordination between the L. I.D. and the
Gypsy Creek/WSDOT job. As I have requested, Chuck has checked with the
State DOT people on the possibilities of modifying, reducing the scope, or
taking back to the City, the Gypsy Creek/I-405 Culvert Crossing project.
After his discussions, any changes will apparently cause some major
problems in DOT and affect our WSDOT/City relationships.
Because I wish to complete the project and not cause long—term problems, I
want to have the project proceed as is.
In summary, WSDOT will advertise and hire a contractor to start in August
of this year — 45 day construction period. The L. I .D. #334 project will
have to accommodate the WSDOT work.
a
1D.9. 12.REB:mf
4
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
OF R�
PUBLIC WORKS DEPARTMENT `' 4%
DESIGN/UTILITY ENGINEERING • 235-2631 0
05
MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 90 ro•
O,9��FD SEPTE�g�P
TO: DATE: JOB NO.:
RE: -"12 SZ,
ATTN:
GENTLEMEN:
WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
❑ SHOP DRAWINGS o PRINTS ❑ REPRODUCIBLE PLANS ❑ SPECIFICATIONS
❑ COPY OF LETTER ❑
COPIES DATE NUMBER DESCRIPTION AND REMARKS
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ 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 ❑ ❑ PRINTS RETURNED AFTER LOAN TO US
COPIES TO:
SIGNED
TITLE
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE
1
United States soil W. 920 Riverside - Room 360
Department of Conservation
Agriculture Service Spokane, Washington 99201-1080
Subject: ADS - Appointment of Government Representative December 8, 1987
I-405 Crossing, Date:
Project Agreement No. 69-0546-7--29
To:
RoderiXIE.nginr
rder
Civil Rentonice
Renton
You are hereby appointed Government Representative for the subject agreement
between the City of Renton and the-Sair-Cons"ation Service. This agreement
covers the construction of t� I-405 crossingr-o}i the East Side Green River
Project, King County, Washington.
The contract under the above agreement will be administered by the contracting
local organization. Your major duties and responsibilities are set forth in
Part 517 of the National Contracts, Grants, and Cooperative Agreements
Manual. You will organize and supervise the work of any Government inspectors
assigned to the job.
Do not infringe upon the authorities of, or act as an agent of, the
contracting officer. Your relations with the contractor must be limited to
those necessary to insure compliance with the drawings and specifications.
You are to work closely with the contracting officer and keep both him or her
and the state administrative officer currently informed of progress of the
work, problems encountered and all other pertinent matters.
Insofar as possible, proposed changes in the drawings or specifications, extra
work, extension of contractor's performance time, or other matters requiring
attention should be anticipated prior to actual need, to permit prompt
issuance of contract modifications and to prevent unnecessary delay of the
work.
You will be provided with a copy of the project agreement from the state
office. A copy of the contract can be obtained from the City of Renton.
Thoroughly familiarize yourself with the provisions of these documents and
with Part 517 of the National Contracts, Grants, and Cooperative Agreements
Manual.
A. STEFAN FECHTER
State Administrative Officer
cc: F ank Easter, Olympia AO
vItob Bergstrom, City of Renton, 200 Mill Ave. , South, Renton, WA 98055
® The Soil Conservation Service SCS-AS-2
`.Jis an agency of the 10 79
Department of Agriculture
•
SOUTH KING COUNTY/CITIES
COORDINATION MEETING
November 13, 1987
ATTENDEES: AUBURN TUKWILA
Currie, Frank Ernst, Ross, (Absent)
Seabrands, Mary Shelton, Brian (Absent)
Miller, Tim Sneva, Byron (Absent)
KENT WSDOT
Gill , Gary (Absent) Atkins, Bailey
Morris, Ken (Absent) Bell , Ted (Absent)
Wickstrom, Don Conrad, John (Absent)
Garing, Bill (Absent)
Gavino, Miguel (Absent)
Gilbert, Jerry
KING COUNTY Herron, John (Absent)
Wannamaker, George Hoffman, Don
Richard, Sam (Absent)
RENTON
Houghton, Dick (Absent)
Lee, Vince
1 . SR-167-NB HOV 180th to SR-405
Ad date January, 1988. DOT lead Cat "C". City of Renton lead project
near Panther creek on ad and bids have been opened.
2. SR-405-SR-167 I/C to Sunset (S Curves)
Working with BNRR on new RR connection at Georgetown. S. Renton Drainage.
Final draft EIS Fall , 1987. September, 1989 ad date.
3. SR-169 Widening from Maplewood Golf Course Easterly
Dependent on BNRR abandonment when new RR connection at Georgetown.
Renton would like RR structure. Design approved. Starting PS&E. Ad
date uncertain. State coordinating with City Golf Course. City has
drainage study planned in vicinity.
4. SR-405 Gypsy Creek Drainage Improvements
State lead project. Funds request at Feds for PS&E. City of Renton
has backup for quantities. City is appling for fisheries Hydraulics
Permit. City attempting to obtain permit from private property owner.
5. SR-900-SR-5 to SR-167 Reconstruction/Shoulders
A. Dot project - SR-5 to Stevens Spring. Ad date 1990
B. 129th St. I/S - December, 1987 ad date.
c. City of Renton project - Stevens to SR-167. City to use State and
UAB Funds. Project on ad. Bids open November 25, 1987. .
November 13, 1987
S. King County/Cities
Coordination Meeting
Page 2
6. SR-405 Tukwila to Renton (SR-167) I/C HOV
Bids open November 25, 1987. Renton Council to address Shoreline Permit
issure at November 16th meeting.
7. SR-405 Tukwila Southcenter Blvd. Connection (SR-181)
Traffic study on SR-405 ramp connections. Will affect State project.
8. SR-181-SR-18 to Green River Bridge Resurfacing
Summer, 1987 ad date. Kent and Auburn agreement required. Project to
be suspended during winter.
9. SR-181 Meeker to S. 180th Resurfacing
City of Kent lead. Requires R/W. Construction, 1988. Agreement required.
Time limit on state participation. City to submit letter explaining
staging and schedule. LID for section between 212th and 190th formal ,
212th to James section is October. City has UAB grant.
10. SR-516 Central - Smith Street
Design complete. City lead. PS&E is complete, City has UAB grant. Two
parcels of R/W required. February, 1988 ad date.
11. SR-516 132nd Avenue S.E. to Wax Road
Cat "C" project. Will start on Environmental and R/W this year. Ad
Spring, 1989. Public Hearing, Spring. Design hearing held. Wax Road
- easterly first stage. City watermain to be relocated. First stage
Spring, 1989, ad date pending funding by legislature.
12. SR-515 S.E. 196th to S.E. 235th St.
Cat "C" project. First section, Fall , 1988 ad. Consultant preparing
PS&E.
A. First stage - 220th to 196th - PS&E complete. Spring, 1989 ad.
B. Second stage - 235th to 220th - PS&E completed in 1988. Fall 1989
ad date.
November 13, 1987
S. King County/Cities
Coordination Meeting
Page 3
13. SR-18 Auburn/Black Diamond Road to SR-90
EIS required. County assisting in preparation. Late 1988 for completion
first stage Black Diamond to 312th (incl . interchange) 1990 ad date.
14. SR-18 180th St. Structure
Dec. 1987 ad date.
15. SR-164 S.E. 392nd Street Channelization
Spring, 1988 ad date. BIA to participate.
16. City of Pacific/Auburn - Stuck River Bridge
FAUS design funds approved. UAB project. State lead (District 3) .
City of Auburn to participate in project.
17. Green River Valley Transportation Action Plan
PSCOG lead on study. Study complete. County and City' s have approved.
18. Central Ave. Green River Bridge/83rd Ave. S.
King County project. Spring 1998 ad date. R/W being acquired. County
and City funds also bridge replacement funds. Design nearly complete.
19. Interurban Bridge on East Marginal Way
Detour Route for County, signal at 133rd Street to be completed this
fall . Nov. 19, ad date. Tukwila requested approval for break in limited
access.
20. SR-599 SR-99 to SR-5
Resurfacing. Modification laytex concrete on 2 structures. March, 1988
ad date. State coordinating with County. County schedule on Interurban
bridge replacement may affect ad date.
21. Southcenter Blvd. 62nd to T-Line
City of Tukwila lead. October, 1987 ad date.
22. Interurban Ave. SR-5 to 139th
City of Tukwila Lead. 52nd to 139th - ad early 1988. State Ad and Award.
Need agreement.
November 13, 1987
S. King County/Cities
Coordination Meeting
Page 4
23. SR-181 & 180th Signal
City of Tukwila lead. City seeking CA aughority. FAUS funds. Consultant
to do design. Coordinating with Kent.
24. SR-516 & 74th Signal
City of Kent lead. City to interconnect with State signals and take
over system. Review of signal warrants being conducted. Design by
developers consultant. Headquarters has rejected request. Developer
may pursue.
25. East Valley Highway & 224th Signal
Coordinate with SR-167 Signals. Developer improvements.
26. SR-516 - Central to 4th Ave
City of Kent lead. UAB funds approved. Project to widen to 4 lanes
with right turn lane at Central . PS&E 80% complete. Spring 1988 ad
date.
27. SR-181 - Strander Blvd.
City of Tukwila. Developer modification of signal .
28. SR-181 - So. 156th Street
City of Tukwila. Work to be funded by developer signal to be included
in SR-405 HOV contract.
29. Interurban Ave. - SR-5 to 42nd Ave. S.
City of Tukwila. Reconstruct existing to 4 or 5 lanes.
30. Klickatat Dr. SR-5 I/C
City of Tukwila. Add channelization and sidewalks. Affects SR-5 ramp.
31. SR-900 - Monster Road - Signal
City of Renton. New signal . Boeing to fund project.
November 13, 1987
S. King County/Cities
Coordination Meeting
Page 5
32. SR-164 SR-18 to "R" Street Resurfacing
33. So. 277th Street (SR-181 to SR-18)
New alignment. City of Auburn and Kent leads.
34. (SR-516) Caynon Drive - Hazel Street adn Whelem Streets
City of Kent lead - 2 way left turn pockets.
Next Meeting
January 8, 1988
11:00
King County Maintenance Facility
Building "B" Conference Room
155 Monroe Ave. N.E.
Renton, WA
12/20
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Barbara Y. Shinpoch, Mayor Richard C. Houghton, Director
September 24, 1987
Baily Atkins
Washington State
Department of Transportation
Highway District Office
6431 Corson S, Room 207
Seattle, WA 98108
Subject: I-405/Gypsy Creek Storm Drain Crossing
Dear Baily:
The City of Renton will not award the I-405/Gypsy Creek Project. We
understand that, due to Federal requirements, this has to be a State Aid
and Award project.
Please notify me of the procedures necessary in order to proceed with the
project.
Very truly yours,
ichard C. Houghton l
Public Works Director
w\c\1\I-405.5
cep:jlm
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2569
TRANSPORTATION COMMITTEE
COMMITTEE REPORT
May 24, 1984
WASHINGTON TECHNICAL CENTER - TRAFFIC SIGNAL LATECOMER AGREEMENT
The committee recommends that the Mayor and City Clerk be authorized to sign the
latecomer agreements for signal systems at: S.W. Grady Way and Powell Ave.S.W. ;
and, S.W. 7th St. and Hardie Ave.S.W.
i' I-405 LAKE WASHINGTON BLVD. N. - JOINT CITY/STATE DEPARTMENT OF TRANSPORTATION
GYPSY CREEK DRAINAGE UPGRADING
The Public Works Director presented proposed solution to Gypsy Creek flooding
east of I-405, north of N. 44th Street, along Lake Washington Blvd. by Denny' s
Restaurant. The Washington State Department of Transportation has proposed joint
funding construction of a second large storm drain under I-405 to eliminate flooding
on City streets and the City cost of $70,000 would be funded by 1/2 Cent Gas Tax
Funds. The funds will be budgeted in the 1985 Budget.
The Committee recommends acceptance of the proposed drainage improvement and further
recommends the Mayor be authorized to sign the City/State Interlocal Agreement
upon legal review.
RENTON HILL ALLEY PETITION
The Public Works Director reviewed the citizen petition requesting improvement
of the alley in Block 5, Town of Renton Plat. The petition was signed by 35%
of . the abutting property owners. In the report from Public Works Department,
it was noted that only eleven of the twenty lots involved had given Right-of-Way
for the alley. Because of the significant problems involved, plus high costs
associated with a project of this nature, the Committee requested the Public Works
Department to draft a policy for upgrading alleys and recommended the matter be
referred to the Committee of the Whole.
Tom Trimm, Chairman
Richard Stredicke
E C yme
•
O F IRS
�'y ,,� ® PUBLIC WORKS DEPARTMENT
i rLL RICHARD C. HOUGHTON • DIRECTOR
0 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055
�%0�'9rED M��Pm 206 235-2569
SEPj�
BARBARA Y. SHINPOCH February 6. 1907
MAYOR
MEMORANDUM
TO: Larry Warren, City Attorney
FROM: Richard C. Houghton. Public Works Director
SUBJECT: Proposed Agreement with W.S.D.O.T ref.
Gypsy Creek Drainage Improvements
tGC 0157
Dear Larry:
Enclosed for your review and approval is a copy of this Agreement, which covers
participation by the State R 50% of project cost, up to $70,000.
The cost estimate Exhibit "A" was prepared by our staff and the level of State
participation is considered acceptable.
The authorizing Resolution for execution of this Agreement was referred to
Ways and Means on January 26. 1907.
VL:jw /?
cc: R. Bergstrom
D. Monaghan
R. Bray
,
c,>y , �
9TAT�.0 RECEIVED
PUBLIC WORKS4DP�'
JOHN SPELLMAN �� i CITY OF RE fsON
Goverrbr ���1889�0 ary
STATE OF WASHINGTON
DEPARTMENT OF TRANSPORTATION
March 6, 1984
City of Renton
Municipal Building
200 Mill Avenue South
Renton, Washington 98055 SR 405
Gypsy Creek Drainage l
Attention: Richard Houghton �e f��1
Dear mr.. iHughton: I /'
Lhis letter summarizes the conclusions reached at the meeting held in your Y
office on February 28, 1984.
1Lhe background on the existing Gypsy Creek culvert and it's contributing
drainage area begins prior to the construction of SR 405. the 24 inch
diameter pipe in question originally drained a 75 acre area which terminated
in a large natural swampy retention basin prior to crossing SR 405. :Cing
County diverted a 230 acre drainage area to the swampy natural area and into
the 24 inch culvert at the time they built Jones Road, prior to SR 405.
Since most of the natural retention area has been filled in, the 24 inch
diameter pipe is inadequate to acccmnodate the runoff from the total con-
tributing area.
Since the diversion of water was accomplished prior to the construction of
SR 405 and the water course was operating prior to the natural retention
area being filled, it is not the States responsibility to provide additional
capacity under SR 405.
ri�he State does have the responsibility to retain or divert any increased run-
off cquP to the cor..struction of H.OV lane.
The question was asked at the meeting as to whether the 230 acre drainage
area could be all, or partially, diverted through the (2) 18 inch diameter
culverts through the south half of the May Creek interchange. This possi-
bility has been investigated by our District Hydraulics section. The exist-
ing system cannot totally handle the 230 acre runoff, however, with the
construction of a retention pond at Jones Road and an overflow to the now
existing course, the system could be upgraded and workable. This system
would not- accormiodate ultimate future development.
The diversion of the 230 acre drainage directly to May Creek along the
east side of SR 405 was also investigated. 12he elevation of May Creek is
�dgher than the flowline of the drainage at the May Creek interchange. This
diversion is not possible.
-Do. 3
SR 405
Gypsy Creek Drainage
Page 2
March 6, 1984
The best solution for an ultimate cure is to bore a 30 inch diameter casing
under SR 405 adjacent to the existing 24 inch culvert. Our solution is the
most expensive. Our estimate within our right of way is $105,000. This
casing would have to be extended across Lake Washington Blvd. on the east
side of SR 405 and the outfall improved to Lake Washington on the west side
of SR 405.
The improvement of the culvert and outfall system on the south portion of
May Creek interchange would cost between $50,000 and $60,000. A large item
contributing to the cost of this system is an outfall structure over a Metro
sewer line at May Creek.
We have designed an "in-pipe" retention system to pick up all contributing
runoff to the 24 inch culvert by the construction of our HOV lanes in this
area of SR 405. This system is estimated to cost $30,000.
As proposed in our meeting on February 28th, we would be happy to contribute
the $30,000 toward a solution that would solve the problem once and for all.
The $30,000 could be applied to a parallel 30 inch casing or to modifying
the (2) 18 inch culvert systems south of the May Creek interchange. The
necessary modifications could be accomplished at the same time work is under
way on the existing contract for the HOV lanes between Sunset Blvd. and
Factoria.
Please let us know your preferred course of action by March 21, 1984. This
will allow time to make the necessary plan modifications prior to work being
started in the interchange.
Very truly yours,
R.E. BOCKSTRUCK, P.E.
District Administrator
6
H.L. MORGAN, P.E.
Public Transportation &
Development Engineer
HEM
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Signed
WilsonJones 66
GRAYLINE FORM 44-900 2-PART
C1983•PRINTED IN U.S.A.
�i CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Maintenance Division
January 6, 1988
Dean Brokaw, District Sales Manager
Baxter Wood Preserving
P.O. Box 568
Renton, Washington 98057
Dear Mr . Brokaw:
This is to confirm the conversation you and I had this morning
regarding the drainage work to be done by the City on Baxter' s
property. In that conversation you agreed to grant the City access to
your firm' s property and gave us permission to:
1) Excavate approximately 100 feet +or- of open ditch
by-passing some old sections of pipe and wooden catch
basins .
2) Rock line bottom of said ditch with 4 to 6 inch
rock .
3 ) Fill abandoned catch basins .
4) Build a berm on South side of new ditch from East to
West .
5) Add approximately 10 feet of 24" CMP to existing
CMP that will be intercepted .
6) Rock line the intake of 24" , CMP.
ginste'in,
• 9
Jo Street Supervisor (date
y of Renton
Acc
Dean H . Arokaw, District Sales Manager
JS/am
Note : the integrity of inbound road north and west adjacent
to c ert cov7`r- is g a a \teed by- it of Renton.
Jo S e n St eet Supervisor � at )
3555 N.E. 2nd StreetD-eRPnMn, a ftbnD$ Ei Sales mgr. ate
C•fi_,.iRONMENTAL CHECKLIST REVIEW,
REVIEWING DEPARTMENT:
DATE CIRCULATED: JUNE 20, 1986 COMMENTS DUE: _ ` `r.JULY 2, 1986
ECF -049 - 86
APPLICATION NO(s). N/A
PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPARTMENT
PROJECT TITLE: GYPSEY (CREEK - FREEWAY CULVERT UNDERCROSS-ING IMMMKNENT.
BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR ENVIRONMENTAL REVIEW TO ALLOW IN-
STALLATION OF NEW, SECOND 42 INCH. DIAMETER CULVERT FOR GYPSEY CREEK UNDER I-405
SO PEAK RUN-OFF FLOWS FROM THE GYPSEY CREEK CAN PASS UNDER I-405 WITHOUT CAUSING
NG E A T F - 05.
LOC 0
LOCATED UNDER I-405 AND NORTH� OF THE I-4051N.E. 44th STREET INTERCHANGE_
SITE AREA: N/A BUILDING AREA (gross): N/A
IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE
IMPACT IMPACT INFORMATION
1) Earth
2) Air
3) Water
4) Plants
5) Animals
6) Energy and Natural Resources
7) Environmental Health
8) Land and Shoreline Use / }
9) Housing
10) Aesthetics
11 Light and Glare
12) Recreation
13) Historic and Cultural Preservation
14) Transportation
15) Public Services _
16) Utilities
COMMENTS:
)At- L�' all 'VV J ,
RECOMMENDATION: DNS Q MITIGATED DNS EIS
REVIEWED BY: �� _TITLE: ' ofblaA
DATE: �'" 1�1? FORM #14
REVISED 9/10/85
NOT1110E
ENVlR0NM,,, ,, ENTAL
DECLARAT' 10N
APPLICATION NO. ECF-049-86
APPLICANT CITY OF RENTON PUBLIC WORKS DEPAR- LENT
PROPOSED ACTION
APPLICATION TO INSTALL A NEW, SECOND 42 TO 48 INCH CULVERT FOR GYPSEY CREEK UNDER I-405
SO PEAK RUN-OFF FLOWS FR91 GYPSEY CREEK CAN PASS UNDER I-405 WITHOUT CAUSING FLOODING,
GENERAL LOCATION AND/OR ADDRESS
NORTH OF I-405/N,E, 44TH STREET INTERCHANGE IN FRONT OF DENNEY'S RESTAURANT,
POSTED TO NOTIFY INTERESTED PERSONS
OF AN ENVIRONMENTAL ACTION.
THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE
(E.R.C.) HAS DETERMINED THAT THE
PROPOSED ACTION
DOES DOES NOT
HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT.
AN ENVIRONMENTAL IMPACT STATEMENT
WILL WILL NOT
BE REQUIRED.
THE CITY OF RENTON WILL NOT ACT ON THIS
PROPOSAL FOR 15 DAYS FROM THE DATE BELOW.
COMMENTS MUST BE RECEIVED BY 1111V ?R 1QRr,
AN APPEAL OF THE ABOVE DETERMINATION MAY
BE FILED WITH THE RENTON HEARING EXAMINER
BY 5:00 P.M., - Jill y ?,q -TqBr,---
FOR FURTHER INFORMATION, CONTACT THE CITY OF RENTON
BUILDING & ZONING DEPARTMENT AT 235-2550.
DO "`*T REMOVE THIS NOTICE
WITH( PROPER AUTHORIZATION.
�1 Ins
4
IE
TA,� L
D E C L A
-AT '
, N
APPLICATION N0. ECF-049-86
APPLICANT CITY OF RENTON PUBLIC WORKS DEPARTi TENT
PROPOSED ACTION
APPLICATION TO INSTALL A NEW, SECOND 42 TO 48 INCH CULVERT FOR GYPSEY CREEK UNDER I-405
SO PEAK RUN-OFF FLOWS FRJI GYPSEY CREEK CAN PASS UNDER I-405 WITHOUT CAUSING FLOODING,
GENERAL LOCATION AND/OR ADDRESS
NORTH OF I-405/N,E, 44TH STREET INTERCHANGE IN FRONT OF DENNEY'S RESTAURANT,
POSTED TO NOTIFY INTERESTED PERSONS
OF AN ENVIRONMENTAL ACTION.
THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE
(E.R.C.) HAS DETERMINED THAT THE
PROPOSED ACTION
DOES J x] DOES NOT
HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT.
AN ENVIRONMENTAL IMPACT STATEMENT
WILL ® WILL. NOT
BE REQUIRED.
THE CITY OF RENTON WILL NOT ACT ON THIS
PROPOSAL FOR 15 DAYS FROM THE DATE BELOW.
COMMENTS MUST BE (RECEIVED
AN APPEAL OF THE ABOVE DETERMINATION MAY
BE FILED WITH THE RENTON HEARING EXAMINER
BY 5:00 P.M., III-�I�V ,`� , Q�
FOR FURTHER INFORMATION, CONTACT THE CITY OF RENTON
BUILDING & ZONING DEPARTMENT AT 235--2550.
DO !7nT REMOVE THIS NOTICE
WITH(` PROPER AUTHORIZATION.
F �
DECLARA
ICE
ON
APPLICATION NO. ECF-049-86
APPLICANT CITY OF RENTON PUBLIC WORKS DEPART i 1ENT
PROPOSED ACTION
APPLICATION TO INSTALL A NEW, SECOND 42 TO 48 INCH CULVERT FOR GYPSEY CREEK UNDER I-405
SO PEAK RUN-OFF FLOWS FR91 GYPSEY CREEK CAN PASS UNDER I-y05 WITHOUT CAUSING FLOODING,
GENERAL LOCATION AND/OR ADDRESS
NORTH OF I-405/N,E, 44TH STREET INTERCHANGE IN FRONT OF DENNEY'S RESTAURANT,
POSTED TO NOTIFY INTERESTED PERSONS
OF AN ENVIRONMENTAL. ACTIOK,
THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE
(E.R.C.) HAS DETERMINED THAT THE
PROPOSED ACTION
DOES x� DOES NOT
HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT.
AN ENVIRONMENTAL IMPACT STATEMENT
WILL WILL NOT
BE REQUIRED.
THE CITY OF RENTON WILL NOT ACT ON THIS
PROPOSAL FOR 15 DAYS FROM THE DATE BELOW.
COMMENTS MUST BE RECEIVED BY 1111 Y ?R, 1CIg6
AN APPEAL OF THE ABOVE DETERMINATION MAY
BE FILED WITH THE RENTON HEARING, EXAMINER
BY 5:0 0 P.M.,
FOR FURTHER INFORMATION, CONTACT THE CITY OF RENTON
BUILDING & ZONING DEPARTMENT AT 235-2550.
DO "nT REMOVE THIS NOTICE
WITH(" PROPER AUTHORIZATION.