HomeMy WebLinkAboutSWP272709(2) LcEcIrcIrEEa W TURSA OTML
2101 Fourth Avenue, Suite 600 DATE G JOB NO
—711
Seattle,Washington 98121-2375 ATT TION L File NO
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TO 7 Q� / 1�j�L 7_8 rCi RE 5 L /1 ice
WE ARE SENDING YOU XAttached ❑ Under separate cover via the following items:
Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
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It enclosures are not as noted, kindly notify us at once.
CITY OF RENTON
Planning/Building/Public Works Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
July 18, 1997
Mike Giseburt,P.E., Project Manager
R. W. Beck, Inc.
2101 Fourth AVE S - STE 600
Seattle, WA 98121
SUBJECT: CONTRACT CAG-97-054
Dear Mike:
Attached is an original, fully executed contract CAG-97-054 for the SW 43rd Street Drainage
Improvement Project. You are authorized to proceed with the project and perform the services
outlined in the contract.
Attached is a computer disk with an AutoCad R12 drawing file "base.dwg" for your use. The
drawing includes the City of Renton standard title block in paper space with a model space view
of the project area at 1"=100'. A plot of this view is also enclosed. The title block may be
edited by using the DDATTE command. The drawing includes contours at 1.64' intervals. The
contours were created using the City's new 0.5 meter topography in the NAVD 1988 datum
scaled by the appropriate conversion factor into feet. The NAVD 1988 datum is 3.58 feet higher
than the NGVD 1929 datum. We need to use the NAVD 1988 datum for the plans as it has been
adopted as the City's vertical datum.
As we discussed, I have asked our mapping section to produce 1"=20' scale plots of the Lind and
Oakesdale Avenue intersections of SW 43rd Street from the City's digital orthophoto drawings.
These should be available at the end of next week.
Please submit a traffic control plan as soon as possible for the geotechnical work. Since our
other East Side Green River Watershed Projects are being delayed it is even more extremely
important that we construct this project this year.
Thank you for your efforts in the scope of work development and contract execution. I look
forward to working with you toward the successful completion of this project.
If you have any questions,please contact me at(206)277-5547.
Sincerely,
AA
Scott Woodbury, P.E., Proje t Manager
Surface Water Utility
U:65230:SW43RD.ST:97-001:S W
Enclosure
CC: Ron Straka f 7
200 Mill Avenue South - Renton, Washington 98055
This paper contains 50%recycled material,20%post consumer
CITY OF RENTON
CITY CLERK'S OFFICE
MEMORANDUM
DATE: July 18, 1997
TO: Scott Woodbury
FROM: Michele Neumann x2581
SUBJECT: RW Beck Contract/Drainage Improvement/CAG-97-054
The attached original document has been fully executed and is being returned to you.
Please transmit the original to the contractor and retain a copy for your file. An original
document is also retained by the City Clerk.
Thank you.
Enclosures: (1)
s IL
CITY OF RENTON
PLANNINGBUILDING/PUBLIC WORKS
MEMORANDUM
DATE: June 24, 1997
TO: Gregg Zimmerman
FROM: Ron Olsen ob
STAFF CONTACT: Ron Straka(X-5548)
Scott Woodbury(X-5547)
SUBJECT: East Side Green River Watershed Project
Proposed Consultant Contract With R. W. Beck
SW 43rd Street Drainage Improvement Project
ISSUE:
The Surface Water Utility requests approval of a consultant contract authorizing R. W. Beck, Inc., to provide
design assistance for the SW 43rd Street Drainage Improvement Project.
RECOMMENDATION:
The Surface Water Utility recommends approval of consultant contract authorizing R. W. Beck, Inc., to
provide design assistance for the SW 43rd Street Drainage Improvement Project. R. W. Beck is on the
Utility Systems Division's approved annual consultant contract roster for 1997. The contract amount is
$29,072,which is less than $50,000, and may be signed by the Mayor and City Clerk.
DISCUSSION:
Several improvements are needed along SW 43rd Street between Oakesdale Avenue and Lind Avenue to
improve drainage collection and conveyance. SW 43rd Street is subject to occasional flooding due to a
combination of factors including an undersized conveyance system, high downstream water surface
elevations in Springbrook Creek that create backwater conditions on the SW 43rd Street drainage system,
and a lack of catch basin inlet capacity to collect street runoff into the system. The following elements
shown on the attached map are intended to improve the collection and conveyance system to reduce
flooding:
I. Installing a parallel 54-inch diameter pipe system to connect the existing 54-inch diameter system along
SW 43rd Street to the 54-inch diameter system along Oakesdale Avenue. This improvement would
eliminate an existing hydraulic restriction (36-inch diameter) in the system.
2. Installing approximately 10 new catch basin frames and grates (through-curb inlets) along SW 43rd
Street to increase the collection of street runoff.
3. Replacing a short section of undersized pipe that receives flow from a drainage ditch in the City of Kent,
located at the southeast corner of SW 43rd Street at Lind Avenue SW. The existing pipe is 24-inches in
diameter and approximately 30 feet in length. The pipe would be replaced with a 48-inch diameter pipe.
As described in the draft East Side Green River Watershed Project Plan and EIS, a combination of lowering
Springbrook Creek water surface elevations and major pipe system improvements will be required to achieve
a 100-year level of protection for the South Renton Valley. The improvements to be designed under the
X t
Gregg Zimmerman
Proposed Contract with R. W. Beck
Page 2
proposed R. W. Beck contract are intended to be an interim measure that will help to reduce or mitigate the
extent of flooding until the major improvements can be implemented.
The contract will be funded out of the approved 1997 Adjusted Budget for the ESGRWP Flood Control
Alternative account in the Surface Water Utility Capital Improvement Program. The 1997 Adjusted Budget
for the project account is $427,588.
Following is a summary of the current status of the ESGRWP account, including the cost of the proposed R.
W. Beck contract.
Description Amount
1997 Adjusted Budget $427,588
Staff cost through 4/97 -$ 8,289
Emergency storm system repair work (will be reimbursed by FEMA) -$ 18,061
R. W. Beck contract for permit assistance of SR-167 culvert improvements -$ 6,829
R. W. Beck contract for SW 23rd Street channel work -$ 49,821
Portion of Northwest Hydraulic Consultants contract for HSPF modeling -$ 17,760
Proposed SW 43rd Street Drainage Improvement Design contract -$ 29,072
Current Remaining Balance $297,756
The cost to construct the improvements along SW 43rd Street that will be designed by R. W. Beck under the
proposed contract is estimated at$130,000, including staff time.
1-1:DOCS:97-533:SW:ps
Attachments
CC: City Clerk
t
CITY OF RENTON
PLANNINGBUILDING/PUBLIC WORKS
MEMORANDUM
DATE: June 20, 1997
TO: C O N C U R E N C F
DATE .._
FROM: n NAME
uJ
STAFF CONTACT: Ron Straka(X-5548) —
Scott Woodbury(X-5547)
SUBJECT: East Side Green River Watershed Project
Proposed Consultant Contract With R. W. Beck _ ¢"
SW 43rd Street Drainage Improvement Project
ISSUE:
The Surface Water Utility requests approval of a consultant contract authorizing R. W. Beck, Inc., to
provide design assistance for the SW 43rd Street Drainage Improvement Project.
RECOMMENDATION:
The Surface Water Utility recommends approval of consultant contract authorizing R. W. Beck, Inc., to
provide design assistance for the SW 43rd Street Drainage Improvement Project. R.W. Beck is on the
Utility Systems Division's approved annual consultant contract roster for 1997. The contract amount is
$29,072,which is less than $50,000, and may be signed by the Mayor and City Clerk.
DISCUSSION:
Several improvements are needed along SW 43rd Street between Oakesdale Avenue and Lind Avenue to
improve drainage collection and conveyance. SW 43rd Street is subject to occasional flooding due to a
combination of factors including an undersized conveyance system, high downstream water surface
elevations in Springbrook Creek that create backwater conditions on the SW 43rd Street drainage system,
and a lack of catch basin inlet capacity to collect street runoff into the system. The following elements
shown on the attached map are intended to improve the collection and conveyance system to reduce
flooding:
1. Installing a parallel 54-inch diameter pipe system to connect the existing 54-inch diameter system along
SW 43rd Street to the 54-inch diameter system along Oakesdale Avenue. This improvement would
eliminate an existing hydraulic restriction(36-inch diameter) in the system.
2. Installing approximately 10 new catch basin frames and grates (through-curb inlets) along SW 43rd
Street to increase the collection of street runoff.
3. Replacing a short section of undersized pipe that receives flow from a drainage ditch in the City of Kent,
located at the southeast corner of SW 43rd Street at Lind Avenue SW. The existing pipe is 24-inches in
diameter and approximately 30 feet in length. The pipe would be replaced with a 48-inch diameter pipe.
As described in the draft East Side Green River Watershed Project Plan and EIS, a combination of lowering
Springbrook Creek water surface elevations and major pipe system improvements will be required to
achieve a 100-year level of protection for the South Renton Valley. The improvements to be designed under
` Mayor Jesse Tanner
Proposed Contract with R.W. Beck
Page 2
the proposed R. W. Beck contract are intended to be an interim measure that will help to reduce or mitigate
the extent of flooding until the major improvements can be implemented.
The contract will be funded out of the approved 1997 Adjusted Budget for the ESGRWP Flood Control
Alternative account in the Surface Water Utility Capital Improvement Program. The 1997 Adjusted Budget
for the project account is $427,588.
Following is a summary of the current status of the ESGRWP account, including the cost of the proposed
R.W. Beck contract.
Description Amount
1997 Adjusted Budget $427,588
Staff cost through 4/97 -$ 8,289
Emergency storm system repair work(will be reimbursed by FEMA) -$ 18,061
R.W. Beck contract for permit assistance of SR-167 culvert improvements -$ 6,829
R.W. Beck contract for SW 23rd Street channel work -$ 49,821
Portion of Northwest Hydraulic Consultants contract for HSPF modeling -$ 17,760
Proposed SW 43rd Street Drainage Improvement Design contract -$ 29,072
Current Remaining Balance $297,756
The cost to construct the improvements along SW 43rd Street that will be designed by R.W. Beck under the
proposed contract is estimated at$130,000, including staff time.
H:DOCS:97-533:SW:ps
Attachments
CC:
City Clerk
PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT ����Y O�
MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 V ��
0 UTILITY SYSTEMS DIVISION - 235-2631
NT
TRANSPORTATION SYSTEMS DIVISION - 235-2620
TO: DATE: JOB NO. :
RE•
ATTN:
GENTLEMEN:
WE ARE SENDING YOU ❑ ATTACHED o UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
❑ 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
❑ FOR YOUR USE o APPROVED AS NOTED o SUBMIT COPIES FOR DISTRIBUTION
❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS
❑ FOR REVIEW AND COMMENT o ❑ PRINTS RETURNED AFTER LOAN TO US
COPIES TO:
SIGNED
TITLE
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE
10 ,T CITY OF RENTON
� Planning/Building/Public Works Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
June 18, 1997
Mike Giseburt, P.E., Project Manager
R. W. Beck,Inc.
2101 Fourth AVE S - STE 600
Seattle, WA 98121
SUBJECT: INFORMATION FOR SW 43RD STREET AND OLYMPIC PIPELINE
REPLACEMENT CONTRACTS
Dear Mike:
The following information is enclosed:
• Sample contract document for Cedar River Utility Crossing project. For our projects we will
not be attaching the WSDOT amendments. Also, our supplemental specifications have been
updated since the Cedar River contract. I have enclosed a copy of the current supplemental.
• Electric Lightwave 4/28/96 transmittal (fiber optic cable that we will need to have relocated
at SW 23rd Street)
• City of Renton water system maps for valley area
• U.S. West conduit record map for along south side of Olympic Pipeline property at SW 23rd
Street between Lind and East Valley Road
• Puget Sound Energy (WA Natural Gas) gas system distribution maps for SW 23rd and SW
43rd Street project areas
• Puget Power distribution system maps for SW 23rd and SW 43rd Street project areas
Thank you for you help. If you have any questions, please contact me at(206)277-5547.
Sincerely, r
UNov i C 5- /5/ 1.21 .Z�/ 2 t9 )
Scott Woodbury, P.E., Prpect Manager
Surface Water Utility
U:65230:S W 23RD.ST:97-009:S W
Enclosure
200 Mill Avenue South - Renton, Washington 98055
MThis caner rnntainc,n,recvcled material 9nol nest rnn—mar
e 1-I Se d� obood(ock r
�;
P18/Pw
CITY OF RENTON
HUMAN RESOURCES & RISK MANAGEMENT
DEPARTMENT
MEMORANDUM
DATE: June 16, 1997 CI7,
OF Engin,e,i e 0,
TO: Scott Woodbury, PB/PW Utility System Civil Engineer II Pt
FROM: Beverly Nelson Glode, Administrator L
SUBJECT: R.W. Beck Annual Consultant Contract
Design Services for SW 43rd Street Drainage Improvement Project
I have reviewed the Certificate of Insurance submitted for the above referenced contract.
The insurance coverage provided for this project meets the City's risk management
requirements.
contract\p_b_pw\utltysys\rwbeck
TY OF RENTON
CITY OF "NTON RECEIVED
PUBLIC WORKS DEPARTMENT UN 11 1997
REQUEST FOR INFORMATION OR CONCURRENCE HUMAN RESOURCES
& RI K MANAGEMENT
DATE: June 9, 1997
TO: Beverly Nelson Glode
FROM: Scott Woodbury (X-5547)
CONTACT PERSON:
SUBJECT: R.W. Beck Annual Consultant Contract
SW 43rd Street Drainage Improvement Project
Design Services
Attached for your review are copies of the following:
• Draft scope of work, schedule, and budget for the proposed R.W. Beck contract. The contract is
less than $50,000 and may be signed by the Mayor. The firm of R.W. Beck is on the Utility
Systems Division's approved annual consultant contract roster for 1997.
• Certificate of insurance for insurance coverage other than professional liability
• Primary additional insured endorsement
• Endorsement for wavier of transfer of rights of recovery against others to us
• City of Renton insurance information form
• Certificate of insurance for professional liability
Under their annual contract, it is proposed that R.W. Beck provide design engineering services for the
SW 43rd Street Improvement Project. The risk associated with the work under the contract is believed
to be low. Surveying and geotechnical field work are included in the scope of the contract.
If you have any questions or need more information, please call me at X-5547. Thank you for your
assistance.
CONCURRENCE
Name Date
Attachments
,VR-18-97 FR I 03;21 Phi RW BECK FAX NO, 2064414972 P, 02
s�C . �
vvi l� nor 5 �►.�l y cf—('!�c
EXJiIBrr A- SCOPE OF WORK
City of Renton
East Side Green River Watershed Project
F` W 43rd Street Drainage Improvement Project
General
This project includes several improvements along SW 43rd Street between Oakesdale Avenue and
Lind Avenue to improve drainage collection and conveyance. SW 43rd Street is subject to occasional
flooding due to a combination of factors including an undersized conveyance system,high downstream
water surface elevations in Springbrook Creek that create backwater conditions on the SW 43rd Street
drainage system, and a lack catch basin inlet capacity to collect street runoff into the system. The
following elements are intended to improve the collection and conveyance system to reduce flooding:
1. Instaiiing a parallel diameter pipe system to connect the existing 54-.inch diameter
system along SW 43rd Street to the 54-inch diameter system along Oakesdale Avenue.
This improvement would eliminate an existing hydraulic restriction(36-inch diameter) in the
system,
2. Installing approximately 10 new catch basin frames and grates (through-curb inlets) along
SW 43rd Street to increase the collection of street runoff q doid,
3. Replacing a short section of undersized pipe that receives flow from in °F
Kent, located at the southeast corner of SW 43rd Street at Lind Avenue SW. The existing
pipe is 24-inches in diameter and approximately 30 feet in length. The pipe would be
replaced with a 48-inch diameter pipe. /I
Cr
As described in
the East Side Crreen River Watershed Project Plan, a combing' n of lowering Springbrook Creek
water surface elevations and major pipe system improveme will be required to
�00_ NW ( The propgscd improvements are intended to be an interim measure thak
will help to reduce or mitigate the extent of flooding. U„�,� �� ,�j i�✓or�
The following scope of services is based on providing design assistance including development of base
�ow�• maps; design of the improvements, and preparation of technical specifications. Permit assistance will
rU� be provided by the City.
Task 1 -Develop Base Maps and Collect Data
The Consultant will review and compile available City A,�-_ u l to develop a project base
map. The available information will be supplemented with a one-day field reconnaissance to confirm
the presence of physical features shown by the mapping and to locate visible utilities not shown on
existing mapping using a hand tape. As the proposed improvements are limited, it is believed that the
base maps should be sufficiently adequate for design and construction. Because the base maps will be
developed using available information without a detailed field survey,the location of physical features
within the right-of-way will be considered approximate. All elevation information will be based upon
the City's gift drawings.
File: 12-00018.10101 0101 3008
(oAGISL•BURTlA4SG068doc
APR-18-97 FRI 03:22 PM RW BECK FAX NO. 2064414972 P. 03
Page 2
The City will provide the Consultant with the best available information on the City's rights-of-way and
utility locations within the project area. It is understood actual field conditions (especially buried
utilities) may vary and some field adjustments to the design may be necessary as a result of
unanticipated conditions. If deemed necessary or prudent,the City will pothole to verify existing
utilities in the area. G,� �� , k,,Ik yj 60� ,K
Base maps will be developed using AutoCadd by digiti ' g important information. Existing a
information to be digitized will be limited to edges of rb, existing utilities, sidewalk, appro�dr/r
travel lanes. Other non essential information, such information outside of the right-of-way,
elauafi ^ iq=* rs will not be included. The City's drafting standards for AutoCadd overlay
organization will be used. The base map will be developed for only those areas along SW 43rd where
improvements are proposed-
As a part of the Task 2 Geotechnicai Analysis,the 1-call utility locate service will be contacted to
locate utilities in the vicinity of the 54-inch diameter crossing and the 48-inch diameter pipe installation.
The one-day field survey will be done following the utility locate to collect utility information_ If the
utility locating service will not locate the utilities in the entire area of interest, an additional cost to
coordinate with the utility companies will be required or the City will coordinate this activity.
Oth.envise,the Consultant will base the design on the best available information provided by the City
and the field survey.
G c i`4 do. he one day site visit will include a meeting with the Cie City's transportation e ent �fk,,,5 Awils,
IfIk �3representative to collect information on construction restrictions related to traffic.
v' Y
r task 1 Deliverables:
• 1-inch=20-foot scale base map showing several plan views along SW 43rd Street where
51 improvements are proposed.
Uf`
Task 2 - Geotechnical Investigation and Report
This task will include subsurface explorations and review of foundation designs of area utilities
in order to develop recommendations for construction and for foundation support for the new
54-inch culvert. This work will be done by Hong West and Associates as a subconsultant to
R.W. Beck. 'Me work will include one boring, review of available geotechnical data from
other studies in the immediate vicinity, and preparation a ettrer�r ort do u ri ing their
findings. The report will include recommendations ford ' ulsta at�0on�approaches,
g. The report will also identify ateri�ale�o endationsiid'
excavation limitations, if any, backfill and compaction require. ents, s orin re4q A
foundation preparation requirements, equipment recommendati ns, slope re}uirements, and . PiEa( as
dewatering requirements. ft- A U
Prior to the work being accomplished the Consultant shall notify the 1-call utility locating
service to locate utilities in the area of the 54-inch and 48-inch pipe improvements,
File: WW-1159•DAI-AA/3008
(o:1GISEBUR'I\M SG059.doc)
APR-18.97 FR I 03;23 PH RW BECK FAX N0, 2064414972 P, 04
Page 3
Task 2 Deliverables:
• better Report and Sampling Logs
Task 3 - Analysis
Task 1. - Construction Method Alternative Analysis for 54-inch Pipeline)
The Consultant will p are a project description it to 5 construction contractors to be
selected by the City for the ose g cost input on two construction methods (open cut
during off peak traffic t and boring and jacking). The project description will be
reviewed b The Consultant summarize the contractors' responses and evaluate the two
ap es in a short technical memorandum 2 pages).
i
Task 3.Z- Capacity Analysis
The Consultant will perform an analysis of one of the five 12-inch diameter storm drains crossing from
the north side of SW 43rd Street to the south side. The specific storm drain shall be selected with input
from the City, The purpose of the analysis is to confirm that the 12-inch street crossings do not
represent a capacity restriction. The analy 's will be done by developing a one-subbasin HYD model
and comparing the peak flow with the pipWn capaci backwater from the trunk
storm drain. vw9'
If the cross-culverts are found to be a restriction,the Consultant and City shall agree on the necessary
improvements and a corresponding increase to the budget.
2
Task 3.�-Traffic Routing Plan S� S�s14, ✓��.,s�.�
Based upon the s'0id construction metho , the Consultant a traffic
control plan based upon input from the City's Transportation ent01develop he traffic control
plan shall be illustrated on sketches to be included in the contract documents. The City shall
provide example traffic control plans and specifications. SNb ,ta�S S G,G lai•�Gt d c w i f
SP464c e� L.d(l bask �
Task 3 Deliverables:
limo an di cu ing tw lotema ' e installa ion ppr ac
• Capacity analysis calculations and brief memorandum describing results
• Traffic control plan and requirements (Su b� vj 1� (, oX/
Task 4 -Design Plans and Specifications
File: WW-1159-DA1-AA/3005
(o:kGISEBURTIMSG039.doc)
APR-18-97 FRI 03:23 PM RW BECK FAX NO. 2064414972 P. 05
�fY
n �r r
�' "' V Page 4
oo\A �(.a ° rfy
6"
The Cons ant will prepare engineering design pl technical specifications and construction cost
estimates. The Consultant shal lmeett pith the City Ug suhmittnl nf thetnictiaa-u� l ��
nsere thq recommended ash. The meeting shall include a City
representative from the transportation depn . Following this meeting the consultant shall prepare G °�o
at�e
design submittal( for City revum
In addition to the plans,the ppewnmuy y design submittal shall include a set of draft technical
specifications. The basis for the technical specifications will be the 1996 Standard
Specifications prepared by the Washington State Department of Transportation and the
American Public Works Association (Standard Specifications). The Consultant will write
sections of the technical specifications for items not included in the Standard Specifications.
Text will be in Word format. The City will be responsible for incorporating the technical
specifications into complete Contract Documents.
Go 7
The Consultant shall meet with the City following review of the terry design to obtain
comments. The Consultant shall then prepare a pre-final design submittal for final review
(90%) and approval. The City will.provide written comments to the Consultant for' the
pr&Uminy and the pre-final design submittals. The Consultant will incorporate the City's
comments and provide the final design package as described herein to the City. The City will
complete and prepare the Contract Documents for bidding purposes.
The Consultant will review the completed project documents (i.e., bid package) prepared by
the City_
(1ur)
Construction cost estimates will be prepared at the pr , , pre-finaX and final submittals.
11
It is anticipated that three (3) drawings A be sufficient to adequately describe the work and
the engineering fee estimate is based on the following drawing list:
i. Title sheet, location map, legend and index of drawings.
2. Plan and profile sheet for 54-inch and 48-inch pipe improvements at P=20' scale. This sheet
would also include a general arrangement detail showing the locations of the work along SW
43rd Street. c�hsrn, �„ r4,-5; C-i
3. Plan and detail sheet for catch basin improvements. This sheet would also includejadditional
details associated with the 54-inch and 48-inch pipe improvements, such as trenching detail,
pavement patching detail_ To the extent possible, the City's standard drawings and details will
be used(i.e., refer-enced).
Qthcx assumptions include the following-
Pile: WW-1159-DAI-AA/3008
(o:1GISEBURT\MSG039.doc)
-APR-18-97 FRI 03:24 PM RW BECK FAX NO, 2064414972 P. 06
Page 5
l. No sizing analysis is required for�the 54-inch or 48-inch pipes.
2. A base map for the entire 1�gth of SW 43rd Street between Oakesd.ale and Lind Avenue SW
is not required, "%-'®Illy ,Was where improvements are proposed (culverts and catch basin
inlets) w,12 °�"""�s � r�y,,,d� . ,.
3_ A separate temporary sediment and erosion control plan is not required. The temporary
sediment and erosion control work will be described by notes on the drawings and in the
specifications. in addition, it is assumed that design of a temporary water diversion for
construction is not required.
4. A summary of quantities table will be provided by the City.
5. The base maps will not show contours.
6. The City will be responsible for printing and reproduction.
7. City will be responsible for all permitting associated with this project.
8. Any coordination required with the City of Kent, if required, shall be done by the City.
9. Construction easements, if required, shall be prepared and obtained by the City_
Task 4 Deliverables � �'�'�
� �0
• Preliminary plans 50% submittal (1 full size and 1 half-size set of plans, 1 set of Technical
Specifications, and cost estimate)
• Pre-final plans 90% submittal (1 full size and 1 half-size set of plans, 1 set of Technical
Specifications, and cost estimate)
• Completed plans (1 full size and 1 half-size set of stamped, camera-ready original plans, 1
set of Technical Specifications, and cost estimate)
• Two review meetings
Task 5 -Project Management
This task includes project management activities associated with the completion of the project.
These activities include the following.
(1) Project Management Plan. The Consultant will develop a Project Management Plan
which describes this scope of work, staff assigiments, budgets,the project schedule,
invoice requirements, and other important project requirements.
(2) Project Administration. Project administration includes contract administration, monthly
invoice preparation, monitoring progress by subconsultants, monthly project progress
monitoring and reporting, Quality reviews,project filing, and project closeout.
(3) Client Coordination. Client coordination includes miscellaneous coordination with the
client as well as a kick-off meeting.
File: wW-1159-DA1-AA/3008 ,
(o AGISFBURT�MSG039.doc)
APR-18-97 FRI 03:24 PH RW BECK FAX N0, 2064414972 P. 07
Page 6
Additional Services
The following services are not included in the scope of work or budget:
• Field Surveying Services
• Bidding Assistance, including preparation of addenda
• Construction Management Services
APR-18797 FRI 03:24 PH RW BECK FAX NO. 2064414972 P, 08
Page 7
EXHIBIT B -SCHEDULE
City of Renton
East Side Green River Watershed Project
'W 43rd Street Drainage Improvement Project
Schedule
The schedule is based upon the assumption that the construction will proceed in
late 1997. This schedule is contingent upon the City securing the necessary
permit approvals. Extension of the schedule to the 1998 construction season
could result in additional project costs.
The proposed schedule is as follows --��---
Notice to Proceed A� J1+17e- 211 195 7
Task 1 Base Map and Data Collection M�97 /ql 19 g 7
Task.2 Geotechnical Report ��^tr„ r`�'�7�1. 7u 7 �u(�y Z �� 155� 4,af
Task 3. C _ 1- � - Pei �' l� y .5
"Task 3)Z/Cross-culvert Capacity Analysis Ju 97
Task 4 Design Plans and Specifications
C-,(.,50 p%� Submittal �/����s -T
90/0 Submittal Au�7 4h h5 r Z'
Final Plans and Specifications S 7 �u s �O
- A ZI_
File: WW-1159-DA1-AA/3003
(o:1GISEBUR'r1MSG039.doc)
RTVe-2218 - =>
ENGINEERING COST ESTIMATE Rev1/1(94
LABOR A N D EXPENSES PREPARED BY: MSG DATE: 4/18197 co
CLIENT: City c(Renton,W&Wn9ton CHECKED BY: DATE:
PROJ NA1AE: ESGMf/P-PwJec(No.3-SW 43rd Street Dralnale Improvements OPS APPROVAL: DATE.
LY01tX ORDER:
G6 APPROVAL: DATE:
PROJ MR.! Mike Oiselwrt
O
DATE: 411 E97
STAFF LABOR HOVR6 REQUIRED BY TASK EXTENDED LABOR CDSTS TASK W
1.00 Bartfit Palo Profit 1.16 SUFAMARV LN
Initials TA6Q RLCgSS PE RL TRJ AOMSV DRAFT 1Y PRO CLE11X Raw Labor Overhead Luba Profit labor ErrDensef Label Task
TASK Description Salary 29.37 36.06 24,7a 22.00 22.50 18-71 19.50 14.80 12.23 Hoctrt Cori 1.77930 Overhead Revenue (2) Revenue Total "r
Review lalorrrration 4.0 4.0 099 $175 $275 041 $317
Field Measurements and meeting 6.0 6.0 16.0 $433 $771 $1,204 $180 $1.306 r�
Voli;-Coordii.Won 3.0 3.0 174 $132 $207 $31 -$238
Base Mao Development 1.0 4.0 12.0 17.0 1350 $-024 3974 314e 01.120
Subtotal 9.0 0.0 19.0 0.0 0.0 0.0 12.0 0.0 0.0 40.0 $967 11,700 02.660 $399 43.069 r�
......._ .. ..... ..:_........... .. .......:......... .........,....-...< ...... ...... ..... %ids
.Gaol Mt Ra ................:.�:::::.,:,:.�..:::..:::,.:..-:.::.:::...,>_....,...,.,..,..........._::.:::.::...:..:,:.:,,::. .
Re+:-n DamCoordimme 6.0 6.0 $176 1314 1490 073 s563
0.0 SO s0 60 So $O
0.0 :0 00 s0 to 00
0.0 $0 60 so to so
Slablolel 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OA _0.0_ .6.0.. 0176 $314 $490 $73 0563
N.
3.1 Coneuoclion Me(hod Analysis 16.0 4.0 1 A 21.0 $556 $0 0 31.546 $232 11.778
3.2 Capacity Amlyda 2.0 8.0 1.0 11,0 0269 6479 174E 5112 $860
3.3 Traffic Control Ran 4,0 12.0 12.0 1.0 29.0 $649 tl,155 11,1104 $271 $2,075
I 0.0 00 SO 00 s0 $0
Subtotal 220 0.0 20.0 00 0.0 0.0 16.0 0.0 J 0 61.0 01 474 12,023 04,096 0615 $4,713
..:..... .::... .. .:., - :.r::
-..,;.::.: ••:...:•:<De :Plans and S 4aficednli!
F
Oesyt Wtdirnifmv aril Flml)13 She.els) 12.0 4.0 40.0 8.0 42.0 100.0 $2,461 14.414 $6 695 t 1 034 /7 929 --n
Spocsicsliona 6.0 2.0 20.0 8.0 42.0 01.011 11,799 02.810 0421 $3,231 X
TwoMteetings a,0 6.0 Ie.O $433 $771 $1.204 s191 $1,305
Rev61v of City and Pecka3e 0.0 1.0 7.0 0191 0340 6531 too I61 I Z
Coe::Estimatfs(3) 1.0 8.0 9.0 $228 S40S $033 $95 $727 O
9abtotal 33.0 6.0 82.0 e.0 0.0 0.0 42.0 9.0 0.0 100.0 ".344 37.729 $12.073 $1,811 S 13,683
.......:...........:. •A
7:
O
Prtja:l Marra,temenl Ran 3.0 3.0 see $157 3245 $37 S2B2 ,p
Pmb:l Admibistmtior. 0.0 to to so 30 so A
SLtconsultanl Agreement 3.0 3.0 Cab 3157 1245 $37 3282 .A
M-mlhiy lmvicinp(TtacMind(6rns) 9.0 8.0 e.0 21.0 $450 S801 11.251 1180 1;.439 co
ProJ9:lCoarelnatirm 100 100 $294 $523 iota $122 0939 N
Subtotal 250 00 0.0 00 00 00 00 00 EO 370 $920 11.637 s2,617 1383 $2940
0.0 so .o $0 $0 so
0.0 $0 to 60 to to
Subtotals 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01 So ".i So 60 to
TOTALS: hrt 95.D 0.0 121.0 8.0 0.0 6.0 70.0 9.0 9.0 324.0 97.871 314,006 $21,817 $3.282 $25,159 01,367 625,159 S26,545
Cheek sum o1 hours: 324 324 ok
Wow oosic 2.790 216 2,998 216 0 112 1.295 133 11D Total Hours 324
labor rfvervje 0,173 834 0,783 833 0 329 3,793 380 322
Check strm of labor costa: 7.871 7,871 ok LABOR REVENUE 325,159 "p
EXPENSES 0/.387
BVBCONSULTANTS 43) $3.150
TOTAL PROJECT REVEIOUE^329,SeS
0UD3.XL8 4110157 Page 1 of 3 +•
................
............
... ........................................................................
. ............. ..................
ISSUE DATE(MM/DD/YY)
77 x.
K
....... .......
P, E.R;;':i i Tv 1 F...:::1: i C i�:-i���A T: . ........
A04 ........
............................................................ ..... 5/13/97
.... ..........
............... :X..................... .......
...........
. ........
........ .......... ..... .
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND
CONFERS NO RIGHS UPON THE ATE HOLDER. THIS
Marsh & McLennan, Incorporated DOES NOT AMEND,T EXTEND OR ALTER THECERTIFIC COVERAGE AFFORDED BY THCERTIFICATEE
Marsh & McLennan Building POLICIES BELOW.
720 Olive Way, Suite #1900
Seattle, WA 98101 COMPANIES AFFORDING COVERAGE
Gloria J. Iwata
COMPARNY
LEITEA HARTFORD CASUALTY INS CO
COMPANY
INSURED LETTER B TIG INSURANCE COMPANY
R. W. BECK, INC. COMPANY
2101 FOURTH AVENUE LETTER C TWIN CITY FIRE INSURANCE CO
SUITE 600 COMPANY
SEATTLE, WA 98121-2375 LETTER D
COMPANY
LETTER E
. .. ....... . .........................
. .........
. ...................... .................
............. .... ........
CrlVCpA ....... .................. X� ""'I'l- .:::.:..: . ..........
....... . ......... .
.. ......... .
..... .......... ................... . ...................... . . ...............
. . . .............................. ::.::: .......
.............. -'....:.w.. . . ....... . . .....
................. ......................... ........ . . ............................. .............
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO POLICY EFFECTIVE POLICY EXPIRATION
LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS
A GENERAL LIABILITY 52UUNKE2671 7/01/96 7/01/97 GENERAL AGGREGATE $ 2000000
X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ 2000000
.........
CLAIMS MADE OCCUR. PERSONAL&ADV.INJURY $ 1000000
........ Fx
OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ 1000000
FIRE DAMAGE(Any one fire) $ 300000
MED.EXPENSE(Any one person) $ 10000
AUTOMOBILE LIABILITY COMBINED SINGLE
A 52UUNKE2671 7/0'1/96 7/01/97 X ANY AUTO LIMIT $ 1000000
ALL OWNED AUTOS BODILY INJURY $
SCHEDULED AUTOS (Per person)
HIRED AUTOS BODILY INJURY
NON-OWNED AUTOS (Per accident)
GARAGE LIABILITY PROPERTY DAMAGE $
B EXCESS LIABILITY XLB 926 24 --.68 7/01/96 7/01/97 EACH OCCURRENCE $ 1000000
UMBRELLA FORM AGGREGATE $ 1000000
........................
..................... . ........................... ........ ..................
........................
. ...........
.......................... ............ ...
. ...........:.:................
x OTHER THAN UMBRELLA FORM .. . ........
.....................
..............
X�STATU�TOR�L LIMITS
. ................................................................
....................................
C WORKER'S COMPENSATION 52WBCZ9420 7/0 1/9 6 7/0 1/9 7
C 52WBCZ9421 (AOS) 7/01/96 7/01/97 EACH ACCIDENT $ 1000000
AND DISEASE-POLICY UMrT $ 1000000
EMPLOYERS'LIABILITY DISEASE-EACH EMPLOYEE $ 1000000
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONSfVEMCLES/SPECL4L ITEMS
(SEE REVERSE AND/OR ATTACHED)
. . ...................................................................................... ...: %
. ......
...........
CANCELLATION
...............
.................
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
City of Renton » EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILXXKX)LXXX
Planning/Building/Public Works MAIL 4 5 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
.... x
Dept. Municipal Building
LEFT.XXXX 1MXXXLTXxx'ZxxxxxLxxxxxxxm=xxxxxxx
200 Mill Avenue South
Renton, WA 98055 AUTHOREED REPRESENTATIVE
..............
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS
CERTIFICATE #38885 (CONTINUED) 688
INSURED : R. W. BECK, INC.
HOLDER : City of Renton
Planning/Building/Public Works
Dept. Municipal Building
200 Mill Avenue South
Renton, WA 98055
INSURED: R. W. BECK GROUP, INC. ; R. W. BECK, INC. (A WASHINGTON
CORPORATION) ; AND R. W. BECK, INC. (A MASSACHUSETTS CORPORATION)
ADDITIONAL INSURED WORDING DOES NOT APPLY TO WORKERS ' COMPENSATION POLICIES
Project Reference: SW 43rd Street Drainage Improvement Project
The Certificate Holder is Primary Additional Insured including Waiver of
Subrogation and Severability of Interest Clause with respect to the above
operations of the Named Insured.
PAGE: 2 OF 2
PRIMARY ADDITIONAL INSURED
Forming a part of Policy No. 52UUNKE2671 Issued to R. W. Beck, Inc.
ENDORSEMENT
This endorsement modifies insurance provided under the following:
Commercial General Liability Coverage Part
Name of Person or Organization: Project#/Location
City of Renton SW 43rd Street Drainage Improvement
Project
WHO IS AN INSURED (Section II) is amended to include as an Insured the person or
organization shown in the schedule, but only with respect to liability arising out of 'your work"
for that Insured by or for you.
The insurance provided by this endorsement is primary insurance. Any other insurance available
to the Additional Insured shown in the schedule is excess and noncontributory with this
insurance.
This endorsement shall not increase the limits stated in Section III—Limits of Insurance.
However, in the event that the limits of liability stated in the policy exceed the limits of liability
required in the written contract, the insurance provided by this endorsement shall be limited to
the limits of liability required by written contract.
POLICY NUMBER: 52UUNKE2671 COMMERCIAL GENERAL LIABILITY
CG 24 04 10 93
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
WAIVER OF TRANSFER OF RIGHTS OF RECOVERY
AGAINST OTHERS TO US
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name of Person or Organization:
City of Renton
(If no entry appears above, information required to complete this endorsement will be shown in the
Declarations as applicable to this endorsement)
The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition (Section IV - COM-
MERCIAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following:
We waive any right of recovery we may have against the person or organization shown in the
Schedule above because of payments we make for injury or damage arising out of your ongoing
operations or "your work" done under a contract with that person or organization and included in
the "products-completed operations hazard". This waiver applies only to the person or organization
shown in the Schedule above.
CG 24 04 10 93 Copyright, Insurance Services Office, Inc., 1992
Ff20M :R W BECK 206 441 4960 1997,06-12 09ISS #166 P.02/02
Y CTrY OF RENTON
HUMAN RESOURCES &RISK MANAGEMENT DEPARTMENT
INSURANCE INFORMATION FORM
CONTRACTOR/CONSULTANT: R. W. Beck, Inc.
PROJECT NUMBER SW..43rd .St... [)rai na9$TAFF CONTACT• Mike Gi sebu rt-
ImproveniLmt Project
Certificate of Insurance indicates the coverages and limits
specified in contract7 if no,explain below-. C Yes ❑ No
is the Commercial General Liability policy form an
ISO 1993 Occurrence Form or Equivalent? ® Yes ❑ No
(If no,attach a copy of the policy with required coverages clearly identified)
CG 0043 Amendatory Endorsement provided?'A ❑ Yes ❑ No
CGL General Aggregate provided on a"per project basis(CG2503)7' 19 Yes ❑ No
Additional Insured wording provided?' M Yes ❑ No
All coverage on a primary basis and noncontributing basis?' M Yes ❑ No
Waiver of Subrogation Clause applies" d Yes ❑ No
Scverability of Interest Clause(Cross Liability)applies? M Yes ❑ No
Notice of Canoellation/Non-Rentwal amended to 45 days?* 0 Yes ❑ No
'To be shown on certifrcaie of insurance
A Not required if ISO Occurrence form is 1990 or earlier,may also be asrumed under contract.
AM BE,ST'S RATING FOR CARRIEIL-
CGL.A± V Auto A X y Umb A+S V Professional
This Questionnaire is issued as a matter of information. This questionnaire IS not an rrrsarance policy and
does not *mend, extend or alter the ooverage afforded by the policies indicated on the attached
CERTIFICATE OF INSURANCE. -The C3IY OF RENTON, al its option, shall obtain copies of the
policies and/or specific declararian pages FROM awarded bidder prior to execution of contract-
Marsh & McLennan Gloria Iwata
Agency/Broker Completed By(Type or Print Name)
20 Olive Way; Seattle ,�u�
Address Completed By(Signature)
Gloria Iwata 206-224-0552
Name of person to contact Telephone Number
NOTE:THIS QUF.STIONNAIREMUST BE COMPLEZFD AND ATTACHED TO CERTIFICATE OF
INSURANCE FOR EACH LINE OF COVEPAGE
I,�ttv�c,,,tr.na;ed�a aN�Aw 32
a.�,m vss
-Fi401`1' :•R W BECK 206 441 4960 1997,05-27 14:S2 #241 P.02/02
• - - .,r-< `.- '-+.�'l' :�.t21:��_s:`�si1.::aalII1[1
n'iti.: ip.��,•..:.�..A�w.' a�•��•:1 .•.::.•. "..fil v ISSVE DATE(MMIUDi"I
CERT[FTEy;VF!•111iSVI1hIVCE ''=""rt`� rt'�'� �1...5 13 97 —
MANAGEAS ; THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGWS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMENO;
M8rsh & McLennan Management EXTEND OW ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW-_^ —
• ._....
Services ( Bermuda) Limited ---- - ---- -- ---- -
Craig Appin House , Wesley Street ; COMPANIES AFFORDING COVERAGE
P. 0. Box HM 1262 "---
Hamilton HM FX, Bermuda C0"P'"TA OLYMPIC NATIONAL INSURANCE COMPANY LTD.
LETT�P
_ --.- COMPANY B
--— LETTER
INEURED —
R-W. Beck, Inc. COMPANY
Fourth 6 Blanchard Building LETTER _C —_
2101 Fourth Avenue, suite 600 COMPANY p
Seattle, WA 9 8121-237 5 ( LETTER
U. S ,A, ` COMrA
LETTENr E
xt
rr VIER
THIS IS TO CERTIFY TRAY THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THG INSURED NAMED ABOVE FOR THE PO WHICH THIS
LICY PEF100
CERT FICDTE MAYIBESSSUEO OR MAY PERTAIN,THE NSURANCE AFFORDED BY THE POLICIES DETANDING ANY PEOvIEMENT,TERM OR CONDITION OF ANY CONTRACT OR OSCR BEDTHER OHE HEREIN IS SUBJECCUMENT WITH T O TO ALL HE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
I POLICY EFFECTIVE POLICY EYPIAATIOM� Llurre
COI TYPE OF INSU4114 POLICY MUNIDER CE I I DATE(MMIO"yI DATET.
IwAnIDD/YY7 ,
_ --'------ i GENERaLAGGREGATE
OCNEAAL LuBILITr
PppOUCTS•COIIPlOp AGG. '�—
COMIMCRC�wI GeNER.L L1AQILITY I ^^
DPER9OxALAADY.INJURVS ;S
I GLAIY9 raAOE�OCCUR —
L� I EACH OCCURRENCE �l$
OWNEF'6 a CONTA•CTOWS PROT_!
1 IRE NAAGE Wwr oA/6,a) S
^I j �,F
IIAED.ED.
EXPENSE(Any a,e person) '3
'Af1TOMOBR_£LIABILITY CDIAG NED SMCLF-
,IS
�UYR
JANY XUTO -
-1 I I BODILY IeUUWY
ALL OWNEO AUTOS I I(Vol pareonl
SCHEDULED AUTOS 1— — —
"COIrINJUAY 5
HIRED AUT06 81,eccid•nIt —
NON.OWNED AUTOS , ^- - I
GARAGE LIABILITY I -OPEP-DAMAGE �S
;EAC*OCCURRENCE J S
_EXCESS LIAOILR7 -
1 UMORELLA FORM i
OTHER NAN UUBRE.LA FOAM -
. STATUTORY UMW$
JOAKRP'13 COMPE%EAT1014 , I FJICIa ACCIDENT _—
��..
1 Aw WE►SE-POUCwU►ITT
EYPLOYEAE'IIABIUT I �—_ J---+— � DISEASE—EACH EMPLOYEE
I OTHER
; Professional 1 � 7 1r000 , 000
Liability � 7_P-0101-0o-1996 7/l/96 /1/9 $
I
OESCRIMION OF;OPERATI0003ZCZAfi;5t &1CLl>VSPECIAL ITEMS
SW 43rd Street Dratinage Improvemenz Project
CA1ICELLA'nON.
CERTIF_IC_ATE HOLDER:.. _ _: __- .•., .- _ _ _.__._.
Cityof Renton Planning/Building/ :;'SHOULD ANY OF THE A50YE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION GATE THEREOF, THE ISSUING COMPANY WILL IXI �aX
PL1b11C works Department MAIL LDAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO TH£
Municipal Building LEFT, aecxa rcx�o�Isl�sla�c�aaaar xAOL�� =ax�c
200 Mill Avenue SOutt .:;, g�tL� c Xxxx+�a!>c #xeI> xr�xtvl;sc
Renton, WA 96055 AUTMOaaED PEPRESEN ATIV
-•---.. 4CORD CORPORATION 1990
ACOAD 25.9(7/90)
I
ENGINEERING COST ESTIMATE RWO.222D Revl/1
EXPENSE ESTIMATE PREPARED BY: A15G DATE: co
CHECKED BY: DATE: s 1
CLIENT: Chy of flemon,Washington OPS APPROVAL: DATE:
PROD NAME: ESGRWP-Pf*et No.3•SW 43id Street Dreimige Improvements CS APPROVAL: DATE: O
W
WORK ORDER: 0 N
PRDJ MGR.: Mike Giseburt Task 1 Task 2 Task 3 Task 4 Task 5 Task 6 TOTALS rn
EXPENSE ITEM Cost!U* Qly. S Oty. a Qty. s (Ity. 6 Qty. S Qty. S Qty.I Item
3
35 Hotel&Meals 100 9/pen.-day 0 s0 0 $0 0 $0 0 $0 0 s0 0 90 0 per:days $0
36 Travel• Surface
Nliteage 0.29 S/mile 35 $10 0 00 0 $0 70 $20 0 SO 0 $0 105 miles $30 M--
Car Rental 40 0/dsy 0 00 0 40 0 00 0 s0 0 s0 0 60 0 days $0 M)
r ri
Taxi 20 S I day 0 60 0 SO 0 s0 0 SO 0 $0 0 00 0 days s0 n
37 Travol-Air 0 1 lit 0 $0 0 SO 0 $0 0 $0 0 s0 0 60 O rt $0
38 Travel-Mlsc.Exp.(Tta,etcl 10 9 I day 0 60 0 $0 0 40 0 60 0 $0 0 $0 0 days SO
39 Travel-Other 1 $0 $0 $0 $0 $0 $0 Travel-Other $0
45 Communications 2% labor rev. 061 $11 $94 4276 $59 s0 Comm.-Tere. $503
49 Printing and Reproduction
Xerox Copies 0.08 1 ea 20 $2 0 $0 100 $8 200 $16 200 616 0 $0 520 coples 442
Blueine Pdnls 0.36 S ea 10 $4 0 $0 10 40 $14 0 90 0 $0 50 bluelns $18
Check Prints, Ilit97" 1 1 ea 10 610 0 00 $0 30 630 0 SO 0 60 40 1107s $40
Chk Prints,Large Band G 0 ea 0 $0 0 60 $0 10 0 $0 0 $0 0 bond pm 90
Plots,large Vellum 8 9 ea 0 $0 0 $0 $0 8 664 0 $0 0 $0 6 vellums $64
Plots,LnrgeMylar 14 S ea 0 60 0 $0 s0 $0 0 $0 0 s0 0 mylats s0
Photo Wor4 $0 10 $0 00 0 s0 $0 Photo Work $0 X
Ogler $0 s0 60 1 $0 60 $0 Other 10
Z
50 Maps and Charts $0 $0 s0 $0 SO SO Maps/Charts $0 p
61 Books and Publications s0 $0 $0 10 60 s0 Books/Pub $0
53 Misoellaneow Expenses SO $0 $0 SO SO s0 MISC.Exp. SO CD
58 Equl"nl Rental s0 t0 $0 $0 SO $0 Equip.Rental 60 p
65 PC Charges CAD 111 5 S f hour 12 $60 0 $0 10 $50 42 1210 0 SO 0 10 64 CAD his $320 A
Engr. PC 2 $f hour 25 950 6 012 38 $76 90 1180 26 152 0 10 105 PC his $370
CO
Ward Pro(2) 4 S 1 hour 0 $0 0 SO 0 $0 0 $0 0 $0 (i $0 0 WP his $0
fV
67 Other Exponses $0 s0 $0 $0 $0 $0 Other Exp. $0
SUBTOTAL w/o,Matkup $196 123 $228 $812 $127 90 $1,387
w-/Markup 0196 $23 $228 $812 $127 10
NOTES: SUBTOTAL EXPENSES 01,387
1. Recommended catculation of CAD computer hours as follows: total CAD fin Ifrom labor ast.)x 0.80 IAarkup @ 0% 90
2, Word Pro computer hours should equal word prooessing labor hours from labor estimate. TOTAL $1,387
CD
BU03.XLS
4!18!97 Page 2 of 3
New
ENGINEERING COST ESTIMATE =>v
SUB CONS ULTANT ESTIMATE
I
CLIENT. City of Renton.Washing(on CD
?AOJ NAME: ESGRWP-Pfr]Act No.3-SW 43rd Street Drainege Improvements
TJ
WORK ORDER: 0 r�
PROD NIGR.: fAlks Gixbuil ,---,
Task 1 Task 2 Task 3 Task 4 Task 5 Task 6 TOTALS wo
SUBCONSULTAHT H(e. Exp. Labor Hm ap. Lebo( His. Exp. Labor His. Exp. Leber His. Exp. Labor Hrs. Exp. Labor His. Exp. Labor N
H"West and Aesodalas 0 80 s0 0 t0 $3.000 0 60 $O 0 60 SO 0 30 0 00 $O 0 0 3,000
0 10 60 0 30 00 0 SO 0 60 00 0 SO 00 0 60 60 0 0 0 r�
E
co
lT7
0 t0 50 0 $0 0 t0 60 0 60 00 0 SO 60 0 10 10 0 0 0 n
SUBTOTAL vi/o Markup 0 00 60 O s0 $3,000 0 60 $O 0 SO SO 0 30 s0 0 s0 00 0 t0 $3,000
wl markup $O 60 $O L3,150 60 60 60 s0 00 00 00 $O
Exp wf mkcp 0
Lab wl mkup 3,150
SUBTOTAL EXPENSES 10
SUBTOTAL LABOR $3.000
SUBTOTAL $3,000
Markup @ 576 0160
TOTAL $3,150
X
z
0
rN
O
(33
.A
.A.
.A.
co
N
"-U
8L)D3.xLS 411 8!57 Papo 3 01 3 '
a
1
June 11, 1997
Mr. Scott Woodbury, P.E. JUN 1 1997
Project Manager
Surface Water Utility CITY OF fzENTON
City of Renton Engineering Dept
200 Mill Avenue S
Renton, WA 98055
Subject: City of Renton- ESGRWP Valley Improvements
Renton 1997 Annual Contract
SW 43rd Street Drainage Improvement Project
Dear Scott:
Please find attached a revised scope of work and budget to provide design assistance on the
SW 43rd Street Drainage Improvement Project. The scope of work is included as Exhibit A,
the schedule is included as Exhibit B, and the budget is identified as Exhibit C. I have also
included a marked up copy of the Consultant Agreement as well as the signed Fair Practices
Policy forms for your use in preparing the originals. If you would like us to prepare the
originals, please send me a copy of your digital file.
Please give me a call at 727-4607 if you have any questions.
Sincerely,
R. W. BECK, I
Michael S. Giseburt, P.E.
Project Manager
MSG/rhm/nak
Enclosures
00-00000-60311-6905
0:\GISEBUR'MMSG410.D0C
2101 Fourth Avenue, Suite 600 Seattle,WA 98121-2375 Phone(206)441-7500 Fax (206)441-4962
ENGINEERING
ANNUAL CONSULTANT AGREEMENT
THIS AGREEMENT, made and entered into on this , day of , 19 , by and between the
CITY OF RENTON, WASHINGTON, A MUNICIPAL CORPORATION HEREINAFTER CALLED THE
"CITY," and whose address is Z io ¢o"-4-6,
at which work will be available for inspection, hereinafter
called the "CONSULTANT." t,ar 4 a Vz
PROJECT NAME: `:5 LL.)
WHEREAS, the City has not sufficient qualified engineering employees to prove e the engineering within a
reasonable time and the City deems it advisable and is desirous of engaging the professional services and assistance
of a qualified professional consulting firm to do the necessary engineering work for the project, and
WHEREAS, the Consultant has represented and by entering into this Agreement now represents, that it is in full
compliance with the statutes of the State of Washington for registration of professional engineers, has a current valid
corporate certificate from the State of Washington or has a valid assumed name filing with the Secretary of State and
that all personnel to be assigned to the work required under this Agreement are fully qualified to perform the work to
which they will be assigned in a competent and professional manner, and that sufficient qualified personnel are on
staff or readily available to Consultant to staff this Agreement.
WHEREAS, the Consultant has indicated that it desires to do the work set forth in the Agreement upon the terms and
conditions set forth below.
NOW THEREFORE, in consideration of the terms, conditions, covenants and performances contained herein below,
the parties hereto agree as follows:
I
SCOPE OF WORK
The Consultant shall furnish, and hereby warrants that it has,the necessary equipment, materials, and professionally
trained and experienced personnel to facilitate completion of the work described in Exhibit A, Scope of Work, which
is attached hereto and incorporated into this Agreement as though fully set forth herein.
The Consultant shall perform all work described in this Agreement in accordance with the latest edition and
amendments to local and state regulations, guidelines and policies.
The Consultant shall prepare such information and studies as it may deem pertinent and necessary, in order to pass
judgment in a sound engineering manner on the features of the work. The Consultant shall make such minor
changes, amendments or revisions in the detail of the work as may be required by the City. This item does not
constitute an "Extra Work" item as related in Section VIII of the Agreement.
The work shall be verified for accuracy by a complete check by the Consultant. The Consultant will be held
responsible for the accuracy of the work, even though the work has been accepted by the City.
H
DESIGN CRITERIA
The City will designate the basic premises and criteria for the work needed. Reports and plans,to the extent feasible,
shall be developed in accordance with the latest edition and amendments of local and State regulations, guidelines,
and specifications, including, but not limited to the following:
H:forms/contract/97CONSUL.DOC 1
VI
PAYMENT
The Consultant shall be paid by the City for completed work for services rendered under this Agreement as provided
hereinafter as specified in Exhibit C, Cost Estimate. Such payment shall be full compensation for work performed or
services rendered and for all labor, materials, supplies, equipment, and incidentals necessary to complete the work.
All billings for compensation for work performed under this Agreement will list actual time(days and/or hours)and
dates during which the work was performed and the compensation shall be figured using the rates in Exhibit C.
Payment for this work shall not exceed$ Z9 1072 without a written amendment to this contract, agreed to
and signed by both parties.
Cost Plus Net Fee
Payment for work accomplished shall be on the basis of the Consultant's actual cost plus a net fee. The actual cost
includes direct salary cost, overhead, and direct non-salary cost.
I. The direct salary cost is the salary expense for professional and technical personnel and principals for the
time they are productively engaged in the work necessary to fulfill the terms of this Agreement. The
direct salary costs are set forth in the attached Exhibit C and by this reference made a part of this
Agreement.
,��,93
2. The overhead costs as identified on Exhibit C are determined as percent of the direct salary cost and
by this reference made a part of this Agreement. The overhead cost rate is an estimate based on currently
available accounting information and shall be used for all progress payments over the period of the
contract.
3. The direct non-salary costs are those costs directly incurred in fulfilling the terms of this Agreement,
including, but not limited to travel, reproduction,telephone, supplies, and fees of outside consultants.
The direct non-salary costs are specified in Exhibit C,Cost Estimate. Billings for any direct non-salary
costs shall be supported by copies of original bills or invoices. Reimbursement for outside consultants
and services shall be on the basis of times the invoiced amount.
4. The net fee,which represents the Consultants profit shall be i50 percent of direct salary plus overhead
costs. This fee is based on the Scope of Work and the estimated labor hours therein. In the event a
supplemental agreement is entered into for additional work by the Consultant,the supplemental
agreement will include provision for the added costs and an appropriate additional fee. The net fee will
be prorated and paid monthly in proportion to the percentage of the project completed as estimated in the
Consultant's monthly progress reports and approved by the City. Any portion of the net fee not
previously paid in the monthly payments shall be included in the final payment, subject to the provisions
of Section XI entitled TERMINATION OF AGREEMENT.
5. Progress payments may be claimed monthly for direct costs actually incurred to date as supported by
detailed statements, for overhead costs and for a proportionate amount of the net fee payable to the
Consultant based on the estimated percentage of the completion of the services to date. Final payment of
any balance due the Consultant of the gross amount earned will be made promptly upon its verification by
the City after completion and acceptance by the City of the work under this Agreement. Acceptance,by
the Consultant of final payment shall constitute full and final satisfaction of all amounts due or claimed to
be due.
Payment for extra work performed under this Agreement shall be paid as agreed to by the parties hereto in writing at
the time extra work is authorized. (Section VIII "EXTRA WORK").
Hlormskontracd97CONSUL.DOC 4
CITY OF "NTON
PUBLIC WORKS DEPARTMENT
REQUEST FOR INFORMATION OR CONCURRENCE
DATE: June 9, 1997
TO: Beverly Nelson Glode
FROM: Scott Woodbury (X-5547)
CONTACT PERSON:
SUBJECT: R.W. Beck Annual Consultant Contract
SW 43rd Street Drainage Improvement Project
Design Services
Attached for your review are copies of the following:
• Draft scope of work, schedule, and budget for the proposed R.W. Beck contract. The contract is
less than $50,000 and may be signed by the Mayor. The firm of R.W. Beck is on the Utility
Systems Division's approved annual consultant contract roster for 1997.
• Certificate of insurance for insurance coverage other than professional liability
• Primary additional insured endorsement
• Endorsement for wavier of transfer of rights of recovery against others to us
• City of Renton insurance information form
• Certificate of insurance for professional liability
Under their annual contract, it is proposed that R.W. Beck provide design engineering services for the
SW 43rd Street Improvement Project. The risk associated with the work under the contract is believed
to be low. Surveying and geotechnical field work are included in the scope of the contract.
If you have any questions or need more information, please call me at X-5547. Thank you for your
assistance.
CONCURRENCE
Name Date
Attachments
PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT
MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 y
b" UTILITY SYSTEMS DIVISION - 235-2631
0 TRANSPORTATION SYSTEMS DIVISION - 235-2620
TO: elke X eLia DATE: JOB NO.:
-F-1c. RE:
-2101 a w.M ,< S ��
)cc h c WA 98 121-23375'
ATTN:
GENTLEMEN:
WE ARE,SENDING YOU ✓x ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
❑ SHOP DRAWINGS ❑ PRINTS ❑ REPRODUCIBLE PLANS ❑ SPECIFICATIONS
❑ COPY OF LETTER ❑
COPIES DATE NUMBER DESCRIPTION AND REMARKS
`
11-akr gr,
in cr
THESE ARE TRANSMITTED AS CHECKED BELOW:
AFOR APPROVAL o APPROVED AS SUBMITTED o RESUBMIT COPIES FOR APPROVAL
FOR YOUR USE o APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION
❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS
❑ FOR REVIEW AND COMMENT ❑ o PRINTS RETURNED AFTER LOAN TO US
COPIES TO:
SIGNED
TITLE
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE
APR-18-97 FRI 03:21 PH RW BECK FAX NO, 2064414972 P. 01
April 19, 1997
Mr. Scott Woodbury,P.E. APR f
Project Manager 1 r997
Surface Water Ublity
City of Renton End OF REN�ON
200 Mill Avenue South
ineering pip#
Renton,Washington 98055
Dear Scott:
Subject; City of Renton-ESGRWP Valley Improvements
Renton 1997 Annual Contract
Project No.3-SW 43rd Street Drainage Improvement Project
Please find attached a draft scope of work and budget to provide design assistance on the SW 43rd Street
Drainage Improvement Project. The scope of work is included as Exhibit A, the schedule is included as
Exhibit B, and the budget is identified as Exhibit C. I appreciate the opportunity to continue providing
engineering services to you and the City of Renton.
Please give me a call at 727-4607 if you have any questions.
Sincerely,
R. E
Michael . Gi eburt,RE,
Project Manager
MSG/rhm
Enclosures
Post-ir Fax Note 7671 puce q.-j g -J pages r
To (,05vV0 Q- FromVA�f_ L vet
Co,/Dept. �D w Co. )EZ44_'/a
Phone 4; Phone* 3 �fc4o S
liar-
Fi1c: 12-00018.10101 0101 30US Fax#
(o:\GISEBURP.N4S G068doc)
2101 Fourth Avenue,suite 600 Seattle,WA 9a121-237.5 Phone(206)441-7500 Fax(206)441-4962 l;;r
APR-18-97 FRI 03:21 PM RW BECK FAX NO. 2064414972 P. 02
r Date/ paof Vol
ges
Post-ite Fax Note 7671 b
From
To r
� Co.
Co./Dept.
Phone#
Phone#
Ea Fax#
Fax# y
WV.' feWieAd
General
This project includes several improvements along SW 43rd Street between Oakesdale Avenue and
Lind Avenue to improve drainage collection and conveyance. SW 43rd Street is subject to occasional
flooding due to a combination of factors including an undersized conveyance system,high downstream
water surface elevations in Springbrook Creek that create backwater conditions on the SW 43rd Street
drainage system, and a lack catch basin inlet capacity to collect street runoff into the system. The
following elements are intended to improve the collection and conveyance system to reduce flooding:
1. Installing a parallel 54-inch diameter pipe system to connect the existing 54-inch diameter
system along SW 43rd Street to the 54-inch diameter system along Oakesdale Avenue.
This improvement would eliminate an existing hydraulic restriction(36-inch diameter) in the
system.
2. Installing approximately 10 new catch basin frames and grates (through-curb inlets) along
SW 43rd Street to increase the collection of street runoff q J"'t
3. Replacing a short section of undersized pipe that receives flow from in ati,- 4'r aF
Kent, located at the southeast comer of SW 43rd Street at Lind Avenue SW. The existing
pipe is 24-inches in diameter and approximately 30 feet in length, The pipe would be
replaced with a 48-inch diameter pipe.
�� ►� do t4der 4-4t3 co�W ram"
_ _ . As described in
the East Side Green River Watershed Project Plan, a combina' n of lowering Springbrook Creek
water surface elevations and major pipe system improveme will be required to
)�_ The premed improvements are intended to be an interim measure thak
will help to reduce or mitigate the extent of flooding. �,� fit ,�J dr r11(?AA1
cck,l 1--w— hsn�
The following scope of services is based on providing design assistance including development of base
maps; design of the improvements, and preparation of technical specifications. Permit assistance will
cur be provided by the City.
Task 1 -Develop Base Maps and Collect Data
P
The Consultant will review and compile available City Ault to develop a project base
map. The available information will be supplemented with a one-day field reconnaissance to confirm
the presence of physical features shown by the mapping and to locate visible utilities not shown on
existing mapping using a hand tape. As the proposed improvements are limited, it is believed that the
base maps should be sufficiently adequate for design and construction. Because the base maps will be
developed using available information without a detailed field survey,the location of physical features
within the right-of-way will be considered approximate. All elevation information will be based upon
the City's t drawings.
File: 12.00018.10101 0101 3008
{o\GFSL•BTJRT\SSG068doc
APR-18-97 FRI 03:22 Phi RW BECK FAX N0, 2064414972 P, 03
Page 2
The City will provide the Consultant with the best available information on the City's rights-of-way and
utility locations within the project area. It is understood actual field conditions (especially buried
utilities) may vary and some field adjustments to the design may be necessary as a result of
unanticipated conditions. If deemed necessary or prudent,the City will pothole to verify existing I�
utilities in the area. e;l&6A ItPr'(',,,kua(5 J
9 aJ
information, Existing
Base maps will be developed using AutoCadd by digiti ' g important inform
information to be digitized will be limited to edges of rb, existing utilities, sidewalk, appro�mate
travel lanes. Other non essential information, such in outside of the right-of-way,_
e s will not be included. The City's drafting standards for AutoCadd overlay
organization will be used. The base map will be developed for only those areas along SW 43rd where
improvements are proposed.
As a part of the Task 2 Geotechnical Analysis,the I-call utility locate service will be contacted to
locate utilities in the vicinity of the 54-inch diameter crossing and the 48-inch diameter pipe installation.
The one-day field survey will be done following the utility locate to collect utility information. If the
utility locating service will not locate the utilities in the entire area of interest, an additional cost to
coordinate with the utility companies will be required or the City will coordinate this activity.
Otherivise,the Consultant will base the design on the best available information provided by the City
and the field survey.
n
The one day site visit will include a meeting with the� City's transportation dint Syoy s I/1N►Slo,
representative to collect information on construction restrictions related to traffic.
e^�41 Task 1 Deliverables;
• 1-inch=20-foot scale base map showing several plan views along SW 43rd Street where
5• improvements are proposed.
Task 2 - Geotechnical Investigation and Report
This task will include subsurface explorations and review of foundation designs of area utilities
in order to develop recommendations for construction and for foundation support for the new
54-inch culvert. This work will be done by Hong West and Associates as a subconsultant to
R.W. Beck. -17he work will include one boring, review of available geotechnical data from
other studies in the immediate vicinity, and preparation ka�etter�re�ort courrnting their
findings. The report will include recommendations ford insta ration ipproaehes,
:C = - 'ng. The report will also identifyAmaterial ;epommendations,,n CQ,
excavation limitations, if any, backfill and compaction require enr_c tl;oring req�ir�rrferit�,
foundation preparation requirements, equipment recommendati ns, slope re uirements, and
dewatering requirements. 1 r 44 �4
Prior to the work being accomplished the Consultant shall notify the 1-call utility locating
scrvicc to locate utilities in the area of the 54-inch and 48-inch pipe improvements,
File: WW-1159-DA1-AA/3008
(o:1GISEB1URI\M SG039.doc)
APR-18-97 FRI 03:23 PM RW BECK FAX N0, 2064414972 P. 04
Page 3
Task 2 Deliverables:
• Letter Report and Sampling Lags
Task 3 - Analysis
Task - Construction Method Alternative Analysis for 54-inch Pi Reline)
The Consultaiwill are a project description and 1t to 5 construction contractors to be
selected by tor the ose of celleeting cost input on two construction methods (open cut
during off pc peue&- t and boring and jacking), The project description willbe
reviewed b The Consultant ' summarize the contractors' responses and evaluate the tw•o
ap es itechnical memorandum 2 pages).
i
Task 3T a semis pacity Anal
The Consultant will perform an analysis of one of the five 12-inch diameter storm drains crossing from
the north side of SW 43rd Street to the south side. The specific storm drain shall be selected with input
from the City, The purpose of the analysis is to confirm that the 12-inch street crossings do not
represent a capacity restriction. The anal y 's will be done by developing a one-subbasin HYD model
and comparing the peak flow with the pip nbPaTM capaci back-water from the trunk
storm drain. W i l k �, ,r .., f
If the cross-culverts are found to be a restriction,the Consultant and City shall agree on the necessary
improvements and a corresponding increase to the budget.
2
Task 3.1-Traffic Routing Plan � t�c. Sys ✓Jt�si•�
Based upon the s- construction metho . the Consultant gill develop a traffic
control plan based upon input from the City's Transportation ent. The traffic control
plan shall be illustrated on sketches to be included in the contract documents. The City shall
provide example traffic control plans and specifications. ��b�. �,s s G«� o(c w yk
qP ACA, ,,F,. L.d(, �Mk
Task 3 Deliverables:
rr Technical memorandum discussing two alternative installation approaches
• Capacity analysis calculations and brief memorandum describing results
• Traffic control plan and requirements (5 U b^Y* Vj 1 k i eX ..d
Src.cs�-�w. Si►�h,,��f J
Task 4 -Design Plans and Specifications
File; WW-1159-DAl-AA/3009
(o:1G1SEBURT\MSG039.doc)
APR-18-97 FRI 03:23 PM RW BECK FAX NO. 2064414972 P. 05
Page 4
u�v�l A(ore
i✓� / CIO
1
The Consu ant will prepare engineering design plans,technical specifications and construction cost
estimates. The Consultant shall meet Lw rith the City fella subn ittal-Qfthc-const --c>
I -(T-A"4 nse�Cect the recommended ash. The meeting shall include a City
representative from the transportation depat-.rnen . Following this meeting the consultant shall prepare
design su8inittal( -for City revue
S,s!'�,,,• Oi ti�pray,
0 7,
In addition to the plans,the ppekmnary design submittal shall include a set of draft technical
specifications. The basis for the technical specifications will be the 1996 Standard
Specifications prepared by the Washington State Department of Transportation and the
American Public Works Association (Standard Specifications). The Consultant will write
sections of the technical specifications for items not included in the Standard Specifications.
Text will be in Word format. The City will be responsible for incorporating the technical
specifications into complete Contract Documents.
l�
The Consultant shall meet with the City following review of the ptdim�nary design to obtain
comments. The Consultant shall then prepare a pre-final design submittal for final review
(90%) and approval. The City will provide written comments to the Consultant forte the
pry and the pre-final design submittals. The Consultant will incorporate the City's
comments and provide the final design package as described herein to the City_ The City will
complete and prepare the Contract Documents for bidding purposes.
The Consultant will review the completed project documents (i.e., bid package) prepared by
the City.
Construction cost estimates will be prepared at the preJi;ir6ry, pre-fina4 and final submittals.
It is anticipated that three (3) drawings SA be sufficient to adequately describe the work and
the engineering fee estimate is based on the following drawing list:
1. Title sheet, location map, legend and index of drawings.
2. Plan and profile sheet for 54-inch and 48-inch pipe improvements at 1"=20' scale. This sheet
would also include a general arrangement detail showing the locations of the work along SW
43rdStreet. cohsrn,*. ^4C5; eq
;. Plan and detail sheet for catch basin improvements. This sheet would also includeadditional
details associated with the 54-inch and 48-inch pipe improvements, such as trenching detail,
pavement patching detail. To the extent possible, the City's standard drawings and details will
be used(i.e., referenced).
Qthcr assumptions include the following:
File: NVIV-1159-DA1-AA13008
(o:\GISEBURT1hI S G039.doc)
APR-18-97 FRI 03:24 PM RW BECK FAX NO. 2064414972 P. 06
Page 5
1. No sizing analysis is required for the 54-inch or 48-inch pipes.
2. Abase map for the entire 1 nth of SW 43rd Street between Oakesdale and Lind Avenue 5W
eas where improvements are proposed (culverts and catch basin
is not required, ice;;�r11y ,
inlets) t,"4 d'' 'n's 4'e /w,,
3. A separate temporary sediment and erosion control plan is not required. The temporary
sediment and erosion control work will be described by notes on the drawings and in the
specifications. In addition, it is assumed that design of a temporary water diversion for
construction is not required.
4. A summary of quantities table will be provided by the City.
5. The base maps will not show contours_
6. The City will be responsible for printing and reproduction.
7. City will be responsible for all permitting associated with this project.
8. Any coordination required with the City of Kent, if required, shall be done by the City.
9. Construction easements, if required, shall be prepared and obtained by the City.
Task 4 Deliverables
• Preliminary plans 50% submittal (1 full size and 1 half-size set of plans, 1 set of Technical
Specifications, and cost estimate)
• Pre-final plans 90% submittal (1 full size and 1 half-size set of plans, 1 set �f Technical
Specifications, and cost estimate)
• Completed plans (1 full size and 1 half-size set of stamped, camera-ready original plans, 1
set of Technical Specifications, and cost estimate)
• Two review meetings
Task 5 -Project Mang ement
This task includes project management activities associated with the completion of the project.
These activities include the following.
(1) Project Management Plan. The Consultant will develop a Project Management Plan
which describes this scope of work, staff assignments, budgets, the project schedule,
invoice requirements, and other important project requirements.
(2) Project Administration. Project administration includes contract administration, monthly
invoice preparation.. monitoring progress by subconsultants, monthly project progress
monitoring and reporting, Quality reviews,project filing, and project close-out.
(3) Client Coordination. Client coordination includes miscellaneous coordination with the
client as well as a kick-off meeting.
File: WW-1159-DA1-AA/3008 ,
(o:1GISEBURTN SG039.doC)
APR-18-97 FRI 03:24 PM RW BECK FAX N0, 2064414972 P. 07
Page 6
Additional Services
The following services are not included in the scope of work or budget:
• Field Surveying Services (ew-r& 14S �-:� ;„ wS(c
• Bidding Assistance, including preparation of addenda
• Construction Management Services
APR-18-97 FRI 03:24 PH RW BECK FAX NO, 2064414972 P, 08
Page 7
EXHIBIT B - SCHEDULE
City of Renton
East Side Green River Watershed Project
'p, 1W 43rd Street Drainage Improvement Project
Schedule
The schedule is based upon the assumption that the construction will proceed in
late 1997. This schedule is contingent upon the City securing the necessary
permit approvals. Extension of the schedule to the 1998 construction season
could result in additional project costs.
The proposed schedule is as follows --��---
Notice to Proceed A� 21/ 179'7
Task 1 Base Map and Data Collection m 97 �u�p /q� 1 7
Task 2 Geotechnical Report �A�/s r���7 1� J7 �u I y Z�� 1557 (/,4)
Task 3.1 C is J1 997 6e./ �'aa y s 1k414-
Task 3, l Cross-culvert Capacity Analysis Junwi==0997
Task 4 Design Plans and Specifications
C,(>,50% Submittal A-)-s P 7
90 9 Submittal 7 A Jh5t- Z I
Final Plans and Specifications S >—�7 A k ju s t-
3G�a JU� 21
File: WW-1159-DA1-AA/3003
(o:\GISEBUR'r\MS G039.doc)
RWB-221R -
Rev 111f94
ENGINEER { NG COST ESTIMATE
MELABOR AND EXPENSES PRFFARED BV: MSG DATE: anels7 CID
CLIENT, City,:(Renton,V7erhinglon DATE: coC)IECKED BV: co
PItOJ NAIAE: ESG RYlP-Pro;ecl No.3-6V!43rd Sueet Drainage Inprovonrente OPS APPROVAL: DATE`
'T7
CS APPROVAL: DATE: ;70
WORK ORDER:
PROJ hIGR_: Mike Gisebun
O
DATE: VIEF97 W
STAFF LABOR MURS REOU)RED 9V TASK EXTENDED LABOR COSTS TASK
SUWAARV fV
1,00 6mifit Rato Profit 1.1E CJl
lailials fAGG RLUSS PE RL TRJ AOId9V ORAFF 1V PRO CLERK Raw Labor Overhaad Labot Rofit Labor EKI)IM-1 Labor Task
TASK Description Selary 29.37 36.0E 24.78 27.00 2250 1B 71 19.50 14.80 12 23 Hours Cost 1 77930 4 Overhead Revenue (2)
ueTotal
Review latorrrulton 4.0 4.0 199 1178 1275 141 1317
Field kleasnemeats and meeting 15.0 0.0 16.0 5433 $771 11 204 118: 51.365 £
tloli77Cocrdieasien 3.0 3.0 674 $132 $207 $31 -1238
Base map 00"elonrnenl 1.0 4.0 12.0 17.0 6250 3824 $074 5148 51,120 M
CD
Subtotal 9.0 0.0 19.0 0.0 0.0 0.0 12.0 0.0 0.0 40.0 $961 11,700 02.660 1399 $3.069 7C
R4nv_rr Data.Ceord(n►te 6.0 0.0 $176 0314 1 $490 673 1563
0-01 30 s0 so 50 $O
o_o so so $0 so to
0.0 $0 00 30 to $0
Subtotal 8.0 0.0 0.0 0.0 ....--0.0 0.0 0.0.___. 0.0 ._.0.0 .:'9A-_:.•_- -_$174 $314 0490 $73 $563
:..:.;:.
J.1 Gbnstruetion Method Aaolytis E92
4.0 1.0 21.0 5556 3900 $1.546 $232 11.778
3.2CaPacityAnsllia 8.0 1.0 11.0 0269 6479 s748 $112 3860
3.3 Via Hic Control Me 12.0 12.0 2.0 29.0 $649 111155 11,504 4271 02,075
0.0 50 30 t0 10 s0
Subtotal 0.0 20.0 0.0 0.0 0.0 16 0 0.0 3.0 61.0 11,474 $2.623 54,090 S815 $4,713
_. ... ...
4:_.. .-.:Da :Plan:and_Syeafi4etknu�;.o;::.;,:.•: ....... .. ...::.:••::: .. .. '
Oes'yrlPrdirninary and Final)13 Sheets) 12.0 4.0 40.0 8.0
42.0 100.0 52,481 $4.414 16.898 11,034 17.929 -r7
Spee)icstiomt 6.0 7.0 20.0 8.0 42.01 61.011 41.799 $2,810 0421 $3.231
Two Meetings 8.0 8.0
11E.0 $433 $771 $1.204 $191 $1,305 X
Review of City Bid Package e.0 1.0 7.0 $191 6340 $531 too I611
O
Cos::Eslimates(2) 1.0 8.0
9.0 1228 140E $433 $95 4727
S•ebtoeal 33.0 8.0 02.0 8.0 0.0 0.0 42.0 9.0 0.0 180.0 $4.344 37.729 112.073 91 011 $13 653
6 P.. A�7saneleNArtt:-:, ..:;.: .,:,� rx,....:ax:., :-,..,....�.... .
3.0 3.0 $37 3262
Pic{gx ManWement Ran s90 157 O
'A
Pmja:t Admiaislratior. 0.0 10 s0 s0 30 to 'A
SLeconsultant Agreements 3.0 3.0 0s8 3157 1245 $37 3282 .A
CD
WaIttlylm fvicino fackinb 16rr*) 5.0 6.0 0.0 21.0 $460 4801 11.251 ties 1:.438
Projg:t Coordnaticn 10.0 10.0 $294 $523 sole 5122 $939 fv
Subtotal 25.0 0.0 OD 00 00 80 0.0 0.0 6.0 37.0 $920 11.637 $2,557 13e3 $2.940
o.o so to $o to so
0.0 $0 50 EO to 10
Snbwlals 0.0 0.0 0.0 0.0 0.0 1 0.0 O.0 0.0 0.0 0.01 SO I s0 30 CO 50
70TALS: hro 95.0 6.9 121.0 8.0 0.0 6.0 70.0 9.0 9.0 324.0 67,871 114,006 $21,817 $3,202 025,159 51,387 525,159 ;26,545
Chock sum o1 hour): 324 324 of
Mot toots 2.790 216 2,998 216 0 112 1,29E 133 )10 Total Hours 324
labor revenue 0.173 634 0,783 633 D 329 3.793 .190 322
Ckacs vum of Tenor caste: 7.071 7.671 ok LABOR REVENUE $15,159 ^p
EXPENSES 41.387 O
9UBCONSULTANTS 43) $3.150 co
TOTAL PROJECT REVENUE 529,685
sk)W.XLS 4118iy7 Page 1 of 3
—v
ENGINEERING COST ESTIMATE RWO.2220 Rev1/1 tb
EXPENSE ESTIMATE PREPARED BY. 6%SG DATE: co
CHECKED BY: DATE: "T7
ME :70
CLIENT: City of Remon.Washinglon OPS APPROVAL: DATE:
PROJ NAME: ESORWP-Project No.3-SW 43rd Streal Drainage Improvements CS APPROVAL: DATE: O
W
WORK ORDER: 0 fV
FAOJ MGR.: Mike Giseburt Task 1 Task 2 Task 3 Task 4 Task 5 Task 6 TOTALS rn
EXPENSE ITEM Cost!Urit Gov. 9 Oty. 6 Illy. S Oty. 6 Gty. S City. S Qty.!Item 6 Z7
3
35 Hotel&Meads 100 6/pen.-day 0 60 O $U 0 60 0 90 0 SO 0 SO 0 per.-days s0
36 Travel• Surface
Mileage 0.29 S/mile 35 $1() 0 $O 0 $O 70 $20 0 $0 0 $0 105 miter $30 :E--
Car Rental 40 9/day 0 90 0 SO 0 60 0 s0 0 SO 0 $O O days $O 17C7
m
Text 20 S/day 0 60 0 s0 0 s0 0 40 0 $O 0 90 0 days 60 n
X
37 Travel-Air 0 1 1 rl 0 60 0 $O 0 $0 0 s0 0 $O 0 60 O rt s0
36 Travel-Mist.Exp.(Tips,alcl 10 9 I day 0 60 0 $O 0 $O 0 60 0 $O 0 90 0 days s0
39 Travel-Other $0 s0 90 90 90 $O Travel-Other 40
45 Cornmunlc"oos 2% labor rev. $61 411 $94 $278 $59 s0 Comm.-Irate. $503
49 Printing errd Reproduction
Xerox Copies 0.08 6 ea 20 42 0 $O 100 58 200 _ 616 200 616 0 90 52.0 copies 442
Blue&ie Prints 0.36 S ea 10 94 0 90 60 40 $14 0 SO 0 90 50 bluelns $18
Check Prints, t1x17- 1 6 ea 10 610 0 90 $O 30 630 0 SO 0 60 40 1107s "0
Chk Prints,Large Bad 6 s ea 0 SO 0 60 60 90 0 $O 0 90 0 bond pm SO
Plots,large Vellum 8 9 ea 0 90 0 $O $O 6 6G4 0 $O 0 $O a vallams $64
Plots,LargeMyler 14 9 on 0 60 0 10 40 30 O 90 0 SO 0 myiars s0
—r1
Photo We& $O BO s0 90 0 $0 $O Photo Work s0 ::E>
x
Other 90 90 60 $O 60 SO Other 60
Z
50 Maps and Charts s0 60 SO $O $O $O Mapsicharts $O p
61 Books and Publications 90 40 $O 60 60 s0 Rooks/Pub 60
fv
53 Misoellaneous Expenses s0 90 $O SO s0 s0 MISC.Exp. SO p
rn
58 Equipment Rental 60 60 s0 $O 40 40 Equip.Rental 80 p
65 PC Charges CAD 11) 5 4 1 hour 12 $60 0 90 10 950 42 $210 0 $O 0 90 64 CAD his $320 P
Engr. PC 2 4 1 hour 25 950 6 612 38 $76 90 $180 26 652 U 90 165 PC hrs $370
<.O
Ward Pro(2) 4 $!hour 0 $U 1 0 SO 1 0 90 0 90 0 90 0 90 0 Wp his 40
fv
67 OlherExpanses s0 SO 40 $O 90 90 Other Exp. s0
SUBTOTAL w/o Markup $196 $23 $228 $812 $127 90 $1,387
yr/Markup $196 $23 $228 $812 9127 60
NOTES: SUBTOTAL EXPENSES $1,387
1. Recommended cadculation of CAD computer hours as follows: total CAD firs(from Me(est.)x 0.80 Markup @ 0% 90
2. Word Pro computer hours should equal word processing labor hours from labor estimate. TOTAL $1,387
—v
O
BUD3.XLS 4/i 8!97 Page 2 of 3
ENGINEERING COST ESTIMATE
SUBCONSULTANT ESTIMATE
I
cfl
CLIENT. Cily of Renton,Washing(on --_l
°AOJ IIAAIE: ESGRWP-P(olact No.3-SW 43ed Slreel Drainage Irrrprovemenfs
'T7
WORK ORDER: 0 TJ
PROD Al GR.: Kke Gxceburl
CD
Task 1 Task 2 Task 3 Task 4 Task 5 Task 6 TOTALS w
SUBCONSULTANT H(e. Exp. Labor Hal. Exp. Lebo( Hu. C.P. Labor Hrs. Exp. labor Hra. Exp. Labor "rd. Exp. tabor Hra. Exp. Labor _ fV
Hong West and Aasodalea 0 60 SO 0 s0 03,000 0 60 $O 0 00 SO 0 s0 0 s0 50 0 0 3,000 C7�
TJ
3
0 s0 s0 0 30 60 0 $0 0 60 s0 0 s0 SO O s0 60 0 0 0 i0
lz'7
0 $0 60 0 SO 0 SO 60 0 60 s0 0 $O 60 0 60 60 0 0 0 n
SUBTOTAL w/o Markup 0 00 60 0 SO $3,000 0 00 $0 0 $0 s0 0 $0 SO 0 s0 e0 0 60 $3,000
w/Markup $0 LO s0 $3.150 60 60 60 60 SO 60 60 $0
Frrp wl mklp 0
Lab wl mkLV 3.160
SUBTOTAL EXPENSES 60
SUBTOTAL LABOR 63.000
SUBTOTAL 03.O00
Markup 51e 0150
TOTAL 03,160
"T7
x
z
0
fV
CD
M
.A
.A
.P
co
N
—o
BUD3.XL5 4110!'97 Payu 3 of 3
Sheet1
TOM 3482
SW 43rd ST Volume Volume Total
HOUR END K P EB P WB Eastbound Westbound Volume
0 100 0.5 0.61 0.39 86 55 141
100 200 0.3 0.6 0.4 51 34 84
200 300 0.3 0.58 0.42 49 35 84
300 400 0.4 0.26 0.74 29 83 113
400 500 0.7 0.2 0.8 39 158 197
500 600 2 0.17 ; 0.83 96 467 563
600 700 4.3 0.21 0.79 254 956 1210
700 800 5.8 0.21 0.79 343 1289 1631
800 900 4.8 0.3 0.7 405 945 1350
900 1000 5.5 0.32 0.68 495 1052 1547
1000 1100 6.4 0.38 0.62 684 1116 1800
1100 1200 6.9 0.45 0.55 873 1067 1941
1200 1300 7.5 0.44 0.56 928 1181 2110
1300 1400 7.1 0.43 0.57 859 1138 1997
1400 1500 7.2 0.46 0.54 932 1094 2025
1500 1600 7.2 0.47 0.53 952 1073 2025
1600 1700 7.4 0.5 0.5 1041 1041 2082
1700 1800 7.1 0.5 0.5 999 999 1997
1800 1900 5.8 0.47 0.53 767 865 1631
1900 2000 4.7 0.48 0.52 635 687 1322
2000 2100 3.2 0.58 0.42 522 378 900
2100 2200 2.4 0.67 0.33 452 223 675
2200 2300 1.3 0.61 0.39 223 143 366
2300 2400 1 0.63 0.37 177 104 281
100 28073
Page 1
========================
= Electronic Card File =
========================
Subject HY P 06310-40
Title SW 43RD ST E/O OAKESDALE AV 3W Filed By TE1 07/13/90
Changed By TE1 08/09/96
HISTORY CARD - AWDT TOTAL (AXLES/2)
COMMENTS:
STATION NO. P 06310-40
MO/YR AWDT MO/YR AWDT MO/YR AWDT M(*/YR AWDT
86 06 92 30853 98 04
87 06 93 23927 99 05
88 07 94 24940 00 06
89 03 95 24892 01 07
07 90 25249 08 96 28129 02 08
08 91 24699 97 03 09
Indexed By H1
H SW 43RD ST
HY P 06310-40
==============================================================================
(ENTER) Next (5) Remove (9) Change ( 12) Tag ( 13) Print ( 15} Info ( 16) Exit
Ctrl/A Options; ALT/Z Help; Ctrl/End Exit L N 2110A
========================
= Electronic Card File =
========================
Subject KX P 06310-40 95
7itle K95 SW 43RD ST E/O OAKESDALE AV SW Filed By TE1 04/06/95
Cnanged By
TY P RD# 06310 STA# 40 RD NAME SW 43RD ST DIR E/O X ST OAKESDALE AV SW
K FACTORS: (End hours: 1st Line, 1-121 2nd Line, 13-24) --AWDT 24892
0. 50 0. 30 0. 30 0. 40 0. 70 2. 00 4. 30 5. 80 4. 80 5. 50 6. 40 6. 90
7. 50 7. 10 7. 20 7. 20 7. 40 7. 10 5. 60 4. 70 3. 20 2. 40 1. 30 1. 00
DIRECTIONAL PROPORTATION (P Factor) Enter Dir EB (NB or EB First )
0. 61 0. 60 0. 58 0. 26 0. 20 0. 17 0. 21 0. 21 0. 30 0. 32 0. 38 0. 45
0. 44 0. 43 0. 46 0. 47 0. 50 0. 50 0. 47 0. 48 0. 58 0. 67 0. 61 0. 63
DIRECTIONAL PROPORTATION (P Factor) Enter Other D1r WB (3B or W8 2nd>
0. 39 0. 40 0. 42 0. 74 0. 80 0. 83 0. 79 0. 79 0. 70 0. 68 0. 62 0. 55
0. 56 0. 57 0. 54 0. 53 0. 50 0. 50 0. 53 0. 52 0. 42 0. 33 0. 39 0. 37
Indexed By K1
K SW 43RD ST
KX P 06310-40 95
==============================================================================
(ENTER) Next (5) Remove (9)Change ( 12) Tag ( 13) Print ( 15) Info ( 16)Exit
Ctrl/A Options; ALT/Z Help; Ctrl/End Exit L N 2110A
PETRA Software 079 A
Weather :SUNNY Cooyriuht (C) 1990. 1991 Site Code : 00000000
Counted by:HHN.E6F Samar Technolonies. Inc. Start Date: 07/30/96
Board # :D4-1028 Ivy I and. PA, g WM File I.D. : TMC079A
Surface :Dry_ Pane : i
Cars/Peels, Heavy Vehicles
OAKESDALE AV SW ISW 43RD ST 10AKESDALE AV SW ISW 43RD ST 1
Southbound I West bound INorthbound !Eastbound I
I i I I
Other Riuht Thru Left I Other Rinht Thru Left 1 Other Rinht Thru Left I Other Rint Thru Left I Total
Date 07/30/96 ----------------------------- -------_-_--_-------------- ---------------------
06:15 1 7 1 0 2 12 14 1 0 2 0 Al I U JJ 54 2U 1 .5J0
06:30 0 8 10 0 l 0 3 175 11 1 1 , 6 51 1 u 46 58 23 I 397
06:45 0 16 9 0 1 0 1 219 17 1 0 2 3 57 1 1 56 86 24 I 491
07.00 0 27 0 1 0 2 179 6 1 0 5 7 51 1 0 24 88 18 1 399
Hr,Total 1 43 28 2 I 0 8 725 48 1 1 14 16 200 1 1 155 286 85 1 1617
(17:15 0 11 8 0 1 0 3 217 10 1 0 4 7 64 1 0 24 83 19 1 450
07:30 0 13 5 0 1 1 4 259 16 1 0 9 3 57 1 0 38 108 21 1 534
07:45 0 20 6 0 1 0 li 312 19 1 0 4 7 62 1 1 51 110 19 1 622
sir Total 0 44 19 0 1 1 18 788 45 1 0 17 17 183 1 1 113 301 59 I 1606
*TOTAL* 1 87 47 2 1 1 26 1513 93 1 1 31 33 383 1 2 272 587 144 1 3223
7W ANG OK
�t�7. K A) DA � 3u 6
PETRA Software
Weather ;SUNNY Copyright (C) 1990, 1991 Site Code ; 00000000
Counted by:HHN,EGF Jamar Technologies, Inc. Start Date; 07/30/96
Board # 04-1028 Ivyland, PA. File I.D. : TNC079A
Surface :Dry Page ;
Cars/Peds, Heavy Vehicles
OAKESDALE AV SW 1SW 43RD ST IOAKESDALE AV SW ISW 43RD ST I
Southbound (Westbound INorthbound (Eastbound I
! 1 ! 1
Other Rinht Thru Left I Other RiA_ht Thru Left ! Other Rinht Thru Left I Other Rinht Thru Left I Total
Date 07130/96 ------------------------ --_____ --------------------------------------------
Peak Hour Analysis By Entire Intersection for the Period: 06:15 to 05:00 on 07/30/96
Weak start 07:00 1 07;00 1 07;CIO 1 07;00 I
Volume 0 56 K 0 ! 1 20 967 51 1 0 L� 24 1034 1 1 137 3K 77 1
Percent 0% 68% 32% 0% 1 0% 2% 93% 5% 1 0% 8% 9% 84% 1 0% "J3% 64% 13% 1
Pk total 80 1 1039 I 280 ! 604 I
Hinhest 07,45 1 07:45 1 07:15 1 07;45 !
Volume 0 6 6 0 ! 0 11 312 19 1 0 4 7 64 1 1 Si 110 19 1
Hi total 26 ! 34i i 75 1 181 1
PHF .79 1 .76 1 .93 1 .K I
u a�# I OS IOA1'ESDALE AVf itll ,
# 1 l ! #
# 1 1 ! #
7 #
• C1# • � I 6 ! 24 #
# ! 1 1 > #
------# ------ I ------ I ------ I ------ # 1
# I 1 ! #
y####################+----- yi -------- ####################
+--------- C.f?� ---------+ + 1 7
43RD ST
1
-------------------
9 F,7 1. ��7 1 Heavy Ven i c l es. I
)M SG? `
?5 + I 1 1 -------------------
• 77 1 1 4G
1, 449 ! Z=i 1
------------------- I +
-,a 53 Ek.�3 i I fit er=_ect i cors Tc,t a 1 1 f
1 411 3 53
--------------------
1E, 1-37 ! SW 43RD ST
+ +--------- 4`34 ---------+
#;###################i +----- "u=> --------t-####################
1 # I 1 I #
ri 1 # 511 21211 mac ) 15# - C)
# E61 v 1 z ! 7#•
# 1�;7 1 1 1 #
## ------ ! ------ I ------1 ------# ------
# I ! 1 #
# 1 ! I #
# OAKESDALE AV SW I I #
7�).Ai
TETRA Software
Weather :Sunnv Cooyriont ?C1 1390, 1591 ,OW/� Site Coue . 00000C)C1C1
Counted bV:E6FIHHM Jamar Techno}ocies. Inc. Start Date: C1612515S
Board t ':D4-1028 I Ifni iaria, PA. File I.D. : TMCC)75M
Surface :DRY page ; 1
CARS1REDESTRIANS. HEAVY VEHICLES
----------------------------------------------------------
OAXESDALE AV SW 1SW 43RD ST iOWESDALE AV SW ISW 43RD ST 1
Soutnoounh 1 Westriouno Mortnbourid I Eastmuno 1
i i 1 i
Other Riont Thru Left I Other Riont Thru Left I Other Riont Thru Left 1 Otner Rjont Thru Left 1 Tota1
Date06/25156 ----_—---—------------—-------_---------------------=----------------------------------------
}};00 C! 24 C1 2 1 C! 2 C6C! 11 1 G }6 2 24 1 G 16 171 SC! i 536
11:15 111 13 6 1 1 C1 7 215 17 1 C! 13 7 35 i 2 30 200 14 i 576
11:30 (+ 24 1t J 1 .1 CZJ 12 i 4 Cj '1 4J i �} JJ 157 13 1 553
11:45 111 22 2 U ! :! C 25C 16 ! J :8 J 'i1 t :t J7 1':4J
hr iota1 U 95 16 6 1 :! 13 552 :;b 1 7 74 1'3 153 1 C 115 76 74 ! CJ96
12:ClC! 0 38 8 3 1 1 _� 22C1 }4 is 6 :i i C! 31 215 i 642
1C:10 1 14 4 1 1 0 d iU7 22 1 J 1a 3 a8 I C K �4C C8 1 b0't
12:3G 0 24 11 2 1 1 7 203 5 i C1 1`, 3 44 1 U :56 248 17 i 640
12.45 0 27 b 6 1 :! C1 2:10 3 1 :! J J J5 ! .! 43 242 i7 ! b23
r, o a1 I w 31 C 1 16 Ko :4 1 i3If 156 1 Ibb 30 34 1 n6i
-------------------—----------------—----------------- -
*TOTAL* 1 198 44 18 t 2 26 1802 110 1 15 133 34 321 t 4 234 1714 168 1 4574
F-WANG OK
DA. ���_ L� it
1 1 '
EstETRA Software
Weather ;Sunny Cocyriont 4C) 1950. 191-11 Site Coce : 00000000
Counted by:E6F/HHM damar Tecnnoiooies. Inc. Start Date; 06/25/56
Board # •:D4-1028 ivyiano, PA. File I.D. : TMC079M
Surface :DRY Page i
CARSlPEDESTRIANS. HEAVY VEHICLES
--------—---—----- ------------------------------ ------------------------------
OAKESDALt AV SW !SW 43RD ST iOAKESDALE AV SW iSW 43RD ST 1
Soutnnouno 1Westaouno INortnoouno 1Eastoouno 1
1 1 1 i
Other Right Thru Left 1 Omer Right Thru Left 1 Other Right Thru Left 1 Orner Right Thru Left ! Tot a1
Date06/25/56 ----------—------------------------------ ----------------- -------------------------------
Peak Hour Analysis by Entire Intersection for the Period: 11:00 to 13:00 on 06/E1/%
Peak start 11;45 1 11:45 ! 11:45 1 11:45 1
Volume 1 98 5 6 1 15 &K 61 1 11 74 15 184 1 2 156 904 104 1
Percent i� 75x 1 0� S% 1 yX 26N 1 X 1 � &%, _.$ S
Pk total 130 i 56.) 1 284 i 1166 i
Hionest 1 -00 ! 11:45 1"3t) t
volume 0 38 a 3 1 0 2<<G 16 1 3 is 6 ii 1 li 16 246 1 1
Hi total 43 i e70 1 63 i 331 {
PHF .66 ,� 1 .89 -7 . / " 1 .86 7.
J�
H l� ## ! 0Ar;E'SDALE AV SW 1
# i 1 t #
# i i 1 #
I## - '_41 17 i , i 1C)4 #
# i i i 15 ##
#------�; -----_- 1 ------ 1 ------ i ------
�## ty ) iJt `• 1 1-3 4
# ! ! t
###############3########------ 1 L'=i -------+ #####3######fi#4#4#######1#
- - - �i
En'W 43RD ST
i
184 -----+ CARS:,P,EDE3T R I AN3: +-----i ------------------
SS` 1. 1 t,4 ! HEAV'Y ''1EH 1 CLi='-::�
i 4 6
• 1E 1C)4
i �. ��cy 1. -`►c
------------------- 1 +
1 5C)4 1 tY, 1 4 1 1•rst er=ect z rs T<<z a i t c
9;34 )4
/4
------------------- ! 1 1
121 1 ----- +-----
1 c, ! G� 43RD i
+ +--------- ---------+
E,-- -------+
f) # 1211
# �� I �11 �•t 15##• :)
# -"-1�t, i
# - ! ------ i ------ ! ------# -----•-
# 24 21 i i M•4 1 1 i 7 4# 11
# I i 1 ##
# 1 ! 1 #
## 0Av-,ESDAi_E A�•) SW i i �#
D-7•R
PETRA Software J
Weather :SLINKY. HOT Copyright (C) 1990, 1991 Site Code : 00000000
Counted by:IMN,RWM Jamar Technologies, Inc. M Start Date: 07125196
Board 11 :T- 919 Ivyland, PA. File I.D. ; TMC079P
Surface :DRY Pan ; I
CARS/PUL, HEAVY kOICLES
- ---OAKSDALE AV SW ISW 43RD ST IOAKSDALE AV SW IN 43RD ST I
Southbound (Westbound INorthbound (Eastbound I
I I I 1
Other Right Thru Left I Other Right Thru Left k Other Right Thru Left k Other Right Thru Left I Total
- ----Date 07/,:5/96
071c5196 ---____----------_--_ _ ----
15:00 0 47 4 0 1 0 0 217 16 1 1 "s5 11 59 1 0 62 L071 23 ! 746
15:15 0 5 3 1 0 0 194 12 1 0 60 1 u 36 2-44 6 1 6;5
15:30 1 41 :F 0 1 (a 0 2 27 1:t 1 1 13 70 k 1 44 267 18 1 717
15.45 0 -'8 a 0 1 0 i 198 9 1 L 21 13 56 1 1 47 306 19 k 710
Hr,Total 1 14's 19 3 I 0836 49 1 4 102 49 245 1 C 189 1088 66 1 S79a
16:00 0 37 4 1 k 0 1 215 7 1 0 11 6 52 1 0 50 350 23 1 757
16:15 0 5 6 O l (� 180 9 k 0 14 8 47 1 0 43 232 14 1 640
16:30 � 34 8 0 1 1 0 275 14 1 1 17 1 54 1 1 48 L70 13 1 750
16.45 0 34 2 O i 0 1 198 3 1 0 17 7 48 i 4 66 15 k 677
Hr,Total S 20 20 1 I 1 4 868 33 1 1 59 33 201 1 5 207 1194 65 1 8824
TOTAL* — 3�273 33 4 1 1 6 1704 8j 1 5 161 88 446 k 7 396 K&O 131 1 56u'
w G OK
DA
Nam•
1
I �
PETRA Software
Site Cade : 00000000
Weather :SUNNY. HOT Caayright (C) 1990, 1931 Start Date: 071'5196
Counted by:IMN,RWM Jamar Techr+c+lob es, Inc, File I.D. : TMC079P
Ivyland, PA.
Board # :T-0919 Wage
Surface :DRY CARS/PEDS, HEAVY VEHICLES
-----------------
---------------------------------------
ST
--- ----�- l5W 43RD ST 10AKSDALE AV SW ISW 43RD
OAKSDALE AV SW lEastbound 1
Southbound 1Westbountl INorthbourcd 1
I i I
- ----------------
Other Right Thru Left I Other Right Tfiru Left 1 Other Right —Tfiru^Left 1 Other- Right-- Tfiru- Left 1 Total
Date 07125l96 --------`-------- ____
Peak Hour Analysis by Entire Intersection for the Period: 15:00 to 17:00 on 07/25/96 1 15,45 1
l 15:45 1 15:9`s
Peak start 15:45 �r 188 218 69 1
Volume 3 1�4 36 1 1 1 5 868 39 i 3 63 3j �.� 1 L
Percent 1% al% 17% 1% 1 0% 1% g5% 4% 1 1% 0% 12% 67% 1 0% 13% 82% 5% 1
1 3f4 I l477 1
Pk total 153 1 j13 1
1 16:3u ! 15:45 I 16:00
Hignest 16:3E+ a L1 13 56 1 0 50 350 K I
volume L 34 8 0 1 1 0 :75 14 1 l 4i3 1
Hi total 44 1 290 1 ��
1 .79 1 85 i .87 1
PHf ,a7 �
q7. 53p # 9.7( 1 OAKSDALE Avlls9� i �, #I
# ) 1
1 #
# i ! 1 #
# I 1 ! c #
------ ------ # 1
# 1y41 2 61 11 11
# I I I #
# t################ � ----- 1= 1 -------+ ####################
=64 ---------+ + 4
SW 4 RD ST
i
G9 -----+ - CARS/f='E:D6 +_
———— ---------=---------
1 _ `'6
866 1, : C>1 I HEAVY VEHICLES
BE'S
— l 1 —
e� + 1 1
1 `. 676 _, 1'D4 I
+
------------------- 1
1, 181 1
• 3,7 1, 18 1, 475 1 Ir+tersecticir+ Total i 1. SyS 1 , Ely
I L� 849
1 E.3
------------------- i I
164 I -----+ SW 4E3RD ST
• y4 15� 1 _________ L - - +
JL4
+ + ---+####################
4t################### i I I #
# 3 S 1 57# - 3
# 1881 _ I
i ------# ------
# `�`J i #
# 1 1 I
1 I i #
# 4#
# OAKSDALE AV Sly) I ► ,
PETRA Software otl
Weather :S11NNY Copyright (C) 13%, 1991 Site Code : 000(K)O(K)
Counted by:E6F/HHN Jamar Techrsoion_ies, Inc. ,0�vm Start Date: (17/24/96
Board # :D4-1028 Ivyland, PA. I� File I.D. : TMCOI1A
Surface :DRY Pne : 1
CARS/PEDESTRIANS, HEAVY VEHICLES
----------------—---------
LIND AV SW ISW 43PM ST ILIND AV SW ISW 43RD ST i
Southbound (Westbound 1Northbound lEastbound 1
I 1 I I
Other Right Thru Left I Other Right Thru Left I Other Right Thru Left 1 Other Right Thru Left 1 Total
Date07i24/96 ---------------—---------------------- -----------------—------------------------------
06.15 4 8 0 8 1 0 115 204 3 1 1 1 9 8 1 0 1 29 12 1 403
06:30 0 11 3 13 1 1 111 ZJ03 2 1 0 2 7 4 1 0 0 50 21 1 428
06:45 0 28 2 12 1 0 141 248 6 1 0 3 3 8 1 0 5 74 22 i 552
07:00 0 10 7 10 1 0 142 198 7 i 0 1 8 5 i 0 6 44 23 1 461
Hr Total 4 57 12 43 1 1 509 853 18 1 1 7 27 25 1 0 12 197 78 1 1844
07:15 0 21 4 4 1 0 120 237 5 1 1 1 6 10 1 1 4 56 27 1 497
07:30 1 19 0 3 1 0 78 173 1 1 0 0 10 8 1 0 1 34 11 1 339
07:45 0 42 4 19 i 0 121 279 6 1 0 1 12 11 1 0 7 71 26 1 599
Hr Total 1 82 a 26 1 0 319 689 12 I 1 2 28 29 i 1 12 161 64 1 1435
----------—------— - -----------------
*TOTAL* 5 139 20 69 1 1 828 1542 30 1 2 9 55 54 1 1 24 358 142 1 3279
WAND V�
pR �-JL DA 7 Z `f
i
PETRA Software
Weather -SUNNY Copyright !Cl 1330, 1331 Site Code : f000000
Counted by:EGF/HHN Samar Technologies, Inc. Start Date: 07/014/96
Award # 04-1028 Ivyland, PA. File I.D. : TMC011A
Surface :DRY Rage :
CARS/PEDESTRIANS, NAVY VEHICLES
-----—------------------------------------------------
LIND AV SW 1SW 43RD ST ILIND AV SW ISW 43RD ST I
Southbound I West bound 1Ncmthbourd (Eastbound I
I I I I
Other Right Thru Left 1 Other Right Thru Left 1 Other Rig_nt Thru Left I Other Right Thru Left I Total
Date 07/24/35 --------------------------------------------
--------------------------------------------------------
Peak Hour Analysis By Entire Intersection for the Period: 06:15 to 06:00 on 07124/96
Peak start 06:30 1 06:30 1 06:K 1 (16:30 I
Volume 0 70 16 33 ! 1 514 886 L') 1 1 7 24 87 1 1 15 2L4 33 1
Percent 0% 56% 13% 31% 1 0% 35% 62% 1% ! 1% 1�% 41% 46x 1 0% 5% 67% i8% 1
Pk total 125 1 1421 1 55 1 333 1
Highest 06:45 1 06:45 1 07:15 1 6:45 1
Volume 0 L8 E 18 1 0 141 248 6 1 1 1 6 10 I 0 5 74 iE 1
Hi total 42 1 35 1 18 I 101 I
RHF .74 I .30 I •`S�' I •8` 1
-
r -
# v I L I ND AV SW ! #
# 1 ! I #
# 1 1 1 #
r')#• 5 1 1 t t 0- #
# ! 1 1 514 #
------# ------ 1 ------ 1 ------ 1 ------ # 1
G# 7:) 1 1G1 3� 1 831 # 1 - -)
# 1 1 1 #
## ik#################+----- 1 � -------+ ####################
_:
S,S4t 43RD CT 1 514 - G
-----+ CARS:P'EDEST R I ANS ------ I -------------- ---
886 983 1 HEAVY VEHICLES 1 856
+ 1 l i -------------------
------------------- i +
2_24 2 1 Ir,tersecticor, Tc,taI I 3- - -.
1 1. `335 ! ::?f) c`4
-------------------- ! 1 !
1 -----+ +-----
• 1 1 SW 4�RD S F
---------+
#################### +------ 58 -------+######################
1 # { l 1 #
_) 1 # _) ! 1 - 1 ! G# - 1
# I G I 31 C1 - 1##• _)
# 15 i 1 1 #
# --1 ------1 ------ I ------# -----•-
51 7# 1
# ► I 1 #
# ! I 1 ##
## L I ND A'•) W 1 ! #
PETRA Software Al
eather :RAINY Copyright !C) ITKI, 1991 Site Code : OOOOOUM
ousted by:E6F/HHN Jamar Technctlogie5. Inc. n WM Start Date; 07/18/96
.,ard # ;D4-1028 I'gIarid, PA. /` File I.D. TMC011M
Cher :WET SURFACE Pan 1
CARS/PEDESTRIANS, HEAVY VEHICLES
-- ---------------—----------------------—---------------
LIND AV SW !SW 43RD ST ILIND AV SW )SW 43RD 'ST 1
5outhbourcd 1 West bound 1 Northboursd l East bound l
1 1 ► !
Other Right Thru Left I Other Right Tnru Left ! Other Right Thru Left I Other Right Thru Left 1 Total
ate 07118/96 ------------------------------- —
1:00 0 28 8 30 1 1 22 207 3 1 0 6 9 5 1 0 9 128 18 1 474
1;15 Q lJ 7 JJ ! i' 1L LL6 L 1
U 4 6 7 1 0 9 172 31 1 536
1:3U 0 32 13 4U I 0 28 208 7 1 U 6 IU 9 k U 15 210 K 1 604
1:45 8 15 5 11 1 21 196 1 1 U 4 7 10 i 0 3 160 9 1 472
r Total 8 100 33 137 1 83 837 13 ! U 20 32 31 1 U 36 670 84 k 2086
2:UU U 36 7 24 1 2 33 210 1 1 U 5 4 8 1 0 6 2 's 17 ! 598
2:15 Cs 15 8 27 1 3 3U i'C�fi 3 ! 0 0 10 4 1 0 10 173 22 k 511
2:30 U 30 7 15 1 U 34 199 2 1 0 5 10 8 1 0 8 191 35 1 544
2;45 0 14 3 17 i 0 2Q J27 3 1 0 2 2 6 1 U 4 211 34 1 543
r Total 0 95 25 83 I 5 117 842 9 1 0 12 26 26 k 0 28 810 108 l 2196
---------—--------____-------------------------—------� —
TOTAL* 8 195 58 220 ! 7 2EK) 1679 22 0 32 58 57 1 U 64 1450 192 1 4282
I .
PETRA Software
Weather :RAINY Coayright (C) 1990, 1991 Site Code : MO(KIM
Coursted bv•EGF/HHN damar Technologies, IrIc. Start Date: 07/18/96
Board # 04-1028 Ivylarla, PA. File I.D. : TMC011M
Other :WET SURFACE Page : L
CARS/PEDESTRIANS, HEAVY VEHICLES
LIND AV SW !SW 43RD ST ILIND AV SW ISW 43RD ST I
Southbound IWestboursd (Northbound !Eastbound 1
I I I !
Other Right Thru Left ! Other Right Thru Left } Other Right Thru Left 1 Other Riant Thru Left ! Total
Date 07/18/96 ------------------—----------- -
---------------------------------------------------
Peak Hour Analysis By Entire Intersection for the Period: 11:00 to 13:00 on 07/18/96
Peak start 11:15 I 11:15 ! 11:15 l 11:15 i
Volume 8 108 310 131 1 3 94 840 11 1 0 19 27 34 1 0 33 7,8783 1
Percent 3% 39% 11% 47% ! 0% 10% 85% 1% 1 0% 4X 34% 4�% 1 G% 4% 87% 9% l
Pk total 279 l 948 l 50 } 903 1
Highest 11:30 ! 12:06 1 11:30 1 12:00 !
Volume 0 32 13 40 1 8 33 210 1 1 0 6 10 91 0 6 345 17 1
Hi total 85 I �45 1 35 1 i68 1
PHF .82 1 ,96 1 .80 ! .84
# ! L I ND AV Sb1 I #
# ! I 1 it
# i ! 1 #
1# 1 )1I ! 181 8' #
#; 1 1 1 4 #
------
# 1 ------ 1 ------ ! ------ #
------
# 1 1 1 #
##'` ,�'################------- "I
� -------{ ################�####
+--------- 475 ---------i- + G`t
SW 43RD ST 1 4 - S
I
3,4 ------E- CARS/P,EDESTRIAhI'o +----- 1 -------------------
HEAVY VEHICLES l S`,
945 84r) - 45
+ I1 1 -------------------
1 1, 885 1, `)
---•---------------- I +
744
43 757 1303 1 Intersection Tc,tal
------------------- I l I IS
+-----
" 3
- 1 c 43RD S F
"E-
##F################## -1------- `{i> --------+####################
:) # 1 i I #
# 1 1 1
41
# _3 i 1 1 #
# ------ ! ---- --! ------- I ------# ------
# 7 E, 1 3 4 1 L i I 1 S# 0
# ! I l #
# 1 1 1 #
## L I!',4 D AV W I i #
PETRA Software
Weather :SUNNY Copyright (C) 1990, 1591 Site Code : 000(+(+4()0
Counted by:INN.DMV Jamar Technologies. Inc. Start Date: 07/15/96
Board # :T-0919 Ivy!and, PA. Ke File I.D. : TMC013p
Surface :DRY pane I
Cars/peds, Heavy Vehicles
----------
LIND AV SW ISW 43RD ST ILIND AV SW ISW 43RD ST I
Southbound lWestbouna !Northbound (Eastbound I
1 I I I
Other Right Thru Left I Other Right Thru Left I other Riant Thru Left I Other Rignt Thru Left I Total
Date07/15/9fi -- -------------------------------------—------------------------------------
15:00 0 28 8 74 1 0 23 215 4 1 1 4 4 1 0 9 261 37 l 673
15:15 0 28 8 61 1 1 18 165 6 l 0 7 4 10 1 0 11 253 29 1 601
15:30 0 19 5 79 1 5 43 149 8 1 1 4 2 4 1 1 10 292 21 l 643
15:45 1 JJ 9 65 i 1 15 205 � 1 J 5 6 7 1 0 8 245 27 1 633
Hr Total 1 308 30 279 I 7 10£+ 734 ;'C► I 5 20 17 25 I 1 38 1051 114 1 2550
16:00 0 31 19 87 l 0 17 196 6 1 0 6 5 6 1 0 12 274 26 1 685
16:15 0 36 10 78 1 1 15 172 4 l 0 1 7 4 1 0 4 284 26 1 642
16:30 0 36 15 88 1 3 47 173 7 1 1 5 4 8 1 0 15 308 33 1 741
16:45 1 37 9 85 1 1 27 159 8 1 0 15 2 7 1 0 9 254 K 1 646
Hr Total 1 140 53 338 1 5 106 700 25 1 1 27 18 25 i 0 40 1120 115 1 2714
------
*TOTAL* 2 248 83 617 1 12 206 1434 45 1 6 47 35 50 1 1 78 2271 229 1 5264
4
W AEG OK
pA
PETRA Software
,ather :SUNNY Coayright (M 1990, 1991 Site Cade ; O(K)(10000
,ursted by:IMN,DMV .Tamar Technologies, Ire, Start Date: 07/15/96
yard # :T-0919 Ivyland. PA. File I.D. ; TMC011P
rrface ;DRY Pane ; 2
Cars/Peds, Heavy Vehicles -
,IND AV SW ISW 43K ST ILIND AV SW !SW 43RD ST }
Southbournd I West bourca 1 Nortmouna I East boor+a I
I 1 I I
Other Right Thru Left I Other Right Thru Left 1 Other Rinht Thru Left I Other Right Thru Left ! Total
;te (17/15/96 ------------------------------------------------------------------
�ak Hour Analysis By Entire Intersectiar, for the Period: 15:00 to 17:00 on 07/15/96
sk start 16:W 1 16:00 ! 16.00 1 16:00 1
'lame 1 140 53 338 l 5 106 700 5 1 1 27 18 25 k 0 40 1120 115 1
lreent 0% 26% 10% 64% 1 1% 13% 84% 3% 1 1% 38% 25% 35% 1 0% 3% 88% 9% l
total 532 1 836 1 71 1 1275 1
chest 16:30 1 16:30 1 16:45 1 16;30 1
flume 0 36 15 88 1 3 47 173 7 1 0 15 7 l 0 15 308 31 1
total 139 1 E0 1 24 1 354 1
iF .96 1 .91 1 .74 u 1 .90 I
# 1 L I i!D Ail SW ! #
# 1 1 1 ##
# 1 1 I #
1# - 1311 - 441 - 3331 115 #
# I ! } 1 C:_)6 #
------# ------ i ------ ! ------ 1 ------ #
1# 140 1 53.1 3138 1 39 #
# I l k #
#1 ###############+----- 531 --------E- ####################
770 9E
A 43RD Sl- 1 1 -)6 10
I
a` -----+ Cars I Pled s +----- !
1 86 Hea%,,y Vehicles I E•8;
14;1 1 1 831 7 f)0 18
i 08 + ! ! 1 --------------------
7 115 1 !
1 `, 140 L. 316 l � 3
--———————————————--— l +
c�• 1. 1 cf> 1. i i ! I nt er'sect i c-rl Tc,t a l I
1 2, 7 0 7 1 1, 485 1 . 120
-------------------- 1 k 1
4U I EtW 43-RD S"f
+ +--------- 188 ---------+
#################### +------ --------F####################
-> # ! l l #
# a ! ;=41 17 1 ' 2,E,## 1
# 5 31 ' 11 11 1#- 0
# 40 1 1 I #
# ------- I ------ i ------ i ------# ------
# # 1
# 1 l I #
# ! l ! #
it L I ht D AV SW ! } #
OLYMPIC NATIONAL INSURANCE COMPANY, LTD.
Craig Appin House, Wesley Street, Hamilton HM 11, Bermuda
Telephone: (441)295-3278 P. O.Box HM 1262
Facsimile: (441)292-3793 Hamilton HM FX, Bermuda
May 13, 1997
Mr. Scott Woodbury
City of Renton Planning/Building/ MY 21
Public Works Department 1997
Municipal Building CITY OF
200 Mill Avenue South RENTOt,
Renton, WA 98055 Engineering OePt,
U.S.A.
Dear Mr. Woodbury:
Re: R.W. Beck/Certificate of Insurance
Drainage Improvement Proiect
In connection with the SW 43rd Street Drainage Improvement Project, we are pleased to provide
you with a certificate of insurance as evidence of R.W. Beck's Professional Liability coverage for
the period July 1, 1996 through July 1, 1997.
We trust that the enclosed is in order with your requirements.
Yours sincerely,
MARSH&McLENNAN MANAGEMENT
SERVICES (BERMUDA)LIMITED
(Managers
4 udy 0.udy O. Hendrickson
Insurance Officer
JOH/1d:OLY
Encl.
cc: Patricia K. Corbin- 206-441-4960
Mike Giseburt- 206-441-4962
LET0097S
CERTIFICATE OF INSURANCE ISSUE DATE(MM/DD/YY) .:
5/13/97
MANAGERS THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
Marsh & McLennan Management NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,
Services ( Bermuda ) Limited EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
Craig Appin House , Wesley Street COMPANIES AFFORDING COVERAGE
P. 0. Box HM 1262 _
Hamilton HM FX, Bermuda COMPANYA OLYMPIC NATIONAL INSURANCE COMPANY LT .
LETTER
COMPANY B
INSURED LETTER
R.W. Beck, Inc. COMPANY G.
Fourth & Blanchard Building LETTER
2101 Fourth Avenue , Suite 600
Seattle, WA 98121-2375 LEETTERNY D
U.S.A.
COMPANY E
LETTER
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMBS
TR DATE(MM/DD/YY) DATE(MM/DD/YY)
GENERAL LIABILITY GENERAL AGGREGATE $
COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $
CLAIMS MADE OCCUR. PERSONAL&ADV.INJURYS $
OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $
FIRE DAMAGE(Any one fire) $
MED.EXPENSE(Any one person) $
AUTOMOBILE LIABILITY W
COMBINED SINGLE $
ANY AUTO LIMIT
ALL OWNED AUTOS BODILY INJURY $
SCHEDULED AUTOS (Per person)
HIRED AUTOS i'; !71 \? ;q BODILY INJURY $
NON-OWNED AUTOS D -� " `�`FF t -.. (Per accident)
GARAGE LIABILITYr
PROPERTY DAMAGE
1
1=7 1 _..
EXCESS LIABILITY EACH OCCURRENCE $
UMBRELLA FORM � I AGGREGATE $
OTHER THAN UMBRELLA FORM OF �� (O
WORKER'S COMPENSATION Englneenn STATUTORY LIMITS
AND
EACH ACCIDENT $
i _
EMPLOYERS'LIABILITY DISEASE-POLICY LIMIT $
DISEASE-EACH EMPLOYEE $
OTHER
A Professional_
Liability � 2.P-0101-00-1996 7/1/96 7/1/97 $1, 000 , 000
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS
SW 43rd Street Drainage Improvement Project
CERTIFICATE HOLDER CANCELLATION
City of Renton Planning/Building/ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
Public Works Department EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
Municipal_ Building MAILS_DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
200 Mill Avenue South LEFT, BUT FAILURE TO MAIL WCH NOTICE SHALL IMPOSE NO OBLIGATION OR
Renton, WA 98055 LIABILITY OF ANY KIN PO ME COMPANY, ITS AGENTS OR REPRESENTATIVES.
U.S.A. AUTHORIZED REPRESEN ATIV
ACORD 25-S(7/90) CACORD CORPORATION 1990
CERTIFICATE OF INSURANCE ISSUE DATE(MM/DD/YY)
MANAGERS THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
M, & McLennan Management NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
Services (Bermuda) Limited
Craig Appin House, Wesley Street COMPANIES AFFORDING COVERAGE
P. O. Box HM 1162
Hamilton HM T'X, Bermuda COMPAN
LETTER Y A OLYMPIC NATIONAL INSURANCE COMPANY LT
..___._---....____.....__....._---_...____-:___._._..............._.............. COMPANY B
INSURED LETTER
R.W. Beck, Tnc.
COMPANY `+
Fourth & Blanchard Building LETTER
1 1.01 Fourth Avenue , Suite 600
Seattle, WA 981?1-737) LEETTERNY D
U.S.A. COMPANY
LETTER E
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
I INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS
LTR DATE(MM/DD/YY) DATE(MM/DD/YY)
GENERAL LIABILITY GENERAL AGGREGATE $
COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $
CLAIMS MADE OCCUR. PERSONAL&ADV.INJURYS $
OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $
FIRE DAMAGE(Any one fire) $
MED.EXPENSE(Any one person) $
AUTOMOBILE LIABILITY COMBINED SINGLE $
ANY AUTO LIMIT
ALL OWNED AUTOS BODILY INJURY $
SCHEDULED AUTOS (Per person)
HIRED AUTOS BODILY INJURY $
NON-OWNED AUTOS (Per accident)
GARAGE LIABILITY
PROPERTY DAMAGE $
EXCESS LIABILITY EACH OCCURRENCE $
UMBRELLA FORM AGGREGATE $
OTHER THAN UMBRELLA FORM -
WORKER'S COMPENSATION - STATUTORY LIMITS
EACH ACCIDENT- $
AND
DISEASE-POLICY LIMIT $
EMPLOYERS'LIABILITY
DISEASE-EACH EMPLOYEE $
OTHER
�. lessional
LiAb _litv kp-010I-00-1996 7./1/96 7/1/97 $i, 000, 000
DESCRIPTION OF OPERATIONS/LOCATION SNEH ICLES/SPECIAL ITEMS -
IcT,J 41rrl prainage Tmnrovement Project '
CERTIFICATE HOLDER CANCELLATION
ity of Renton P.ianning/Bullding; SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
Public, Works Department EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
Municina1_ Building MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
200 Mill Avenue South LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
Renton, WA 98099 LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
TT.S.A. AUTHORIZED REPRESENTATIVE
ACORD 25-S (7/90) `ACORD CORPORATION 1990