HomeMy WebLinkAboutTrans 2015-05-04 Item 2A - Contract Supplement #3 - 42nd Avenue South / Gilliam Creek Culvert Design with CH2M HillCity of Tukwila
Jim Haggerton, Mayo;
TO: Mayor Haggerton
Transportation Committee
FROM: B�Gi��n �bU���D��r
� .
BY: Cnndy Knighton, Senior Program Manage
DATE: May 1, 2015
SUBJECT:
Project No. 9941Q38B,Contract No 12-010
Supplemental Agreement No. 3
ISSUE
��
Authorize the yWayorto sign Supp|ementa Agreement No. Swbh[�H2K8HiU for G437,583.57 for the combined .^ Ave
S and Gilliam Creek Culvert design contract.
BACKGROUND
In February 2012'CH2M0Ubegan design work onuproject combining the 42 nd Ave8 Blvd to8160th St)
roadway project and the Gilliam Creek culvert replacement project. At this time, the project is designed through the
60% |awe| and nearly at the 90% level. Council had previously directed staff to not underground the aerial utilities due
to the high coot' but a change in Seattle City Light (8[|L) policies has presented the City with the opportunity for cost
sharing. The design was slowed down in 2014 pending decision on the undergrounding issue. Now that staff has been
directed to proceed with the undergrounding, a supplemental scope and fee is necessary for CH2MHiII to complete the
work.
DISCUSSION
Undergrounding the aerial uhKUeo requires new civil and electrical design to be completed, as well as the redesign of
some elements which must be modified from the existing G0% design level plans. The City is responsible for all ofthe
civil design costs and 8CL is responsible for all e|eothou| design costs. Construction costs will be shared with SCL' eta
GO/4O split with 40% being Tukwi|a'ashare. Additionally, it was found that 4 parcels will require permanent easements
for utilities and 15 parcels will require construction easements kz connect the homes with the ns|0001ed power lines.
Design will take most of 2015 to complete however the design team is working toward a possible ad date in October.
Construction will occur in2O1G.
Financial Impact
The 2015 C|psheet includes an additional $2S&'000 for design and 01UO'UOO for right of way. This supplement
includes approximately $S3.00Ofor ROW related work, but this does not include negotiations or acquisition costs. /\
Project Funding Estimate will be part of this supplement's work which will aid staff in determining the final A{]VV coots.
The undergrounding and redesign work is approximately $105,000 over the available budget. The forthcoming budget
amendment will include this amount.
Design Element Amount (rounded)
Umergmunding (Civil Design) $304,462
Redesign to accommodate underorounding 99,697
Right of Way _33,424�
Total Supplement No-3
RECOMMENDATION
Approve Supplement No. 3to Contract No. 12-018 with CH2K8HiUin the amount of$437.588.57 and consider this item
on the Consent Agenda at the May 18, 2015 Regular meeting.
Attachments: Supplemental AgeemenNu3withExhibKo
rw&mmojects\42ndmmo phase iii (99410303 memo supplemental agreement #3 additional
City of Tukwila Agreement Number:
6200 Southcenter Boulevard, Tukwila WA 98188
CONTRACT FOR SERVICES
Amendment #3
Between the City of Tukwila and CH2MHIII-
That portion of Contract No. 12-010 between the City of Tukwila and CH2MHiII is amended
as follows:
Section 2: Scope of Services shall be supplemented with the following:
The Consultant agrees to perform the services, identified on Exhibit A-1 attached hereto,
including the provision of all labor, materials, equipment and supplies.
Section 4: Payment shall be modified as follows:
A. Payment for the work provided by the Consultant shall be made as provided in
Exhibit B-1, attached hereto, provided that the total amount of payment to the
Consultant for this work shall not exceed $437,583.57 without express written
modification of the Agreement signed by the City. The new total contract shall not
exceed $1,164,557.57 without express written modification of the Agreement
signed by the City.
All other provisions of the contract shall remain in full force and effect.
Dated this day of
CITY OF TUKWILA
Jim Haggerton, Mayor
ATTEST/AUTHENTICATED
City Clerk
20
CONTRACTOR
Printed Name/Title:
F-AVJMI 1 21091 N *NX &I S I Is] I 1101 V 8
City Attorney
CA: 2012 Page 1 of 1
Exhibit A -1
401h — 42nd Ave S. Phase III
City of Tukwila
Amendment 3
Scope of Work
The scope of work is amended as follows:
General Assumptions
The original AGREEMENT had a contract duration of 18 months commencing in February, 2012.
The schedule assumed a continuous uninterrupted effort ending in August, 2013. The project
schedule has incurred periods of delay with little or no activity (approximately 10 months total)
while design decisions including Utility Undergrounding were evaluated by the City.
Two time extension Amendments have been executed for a total of 24 months without any scope
or budget adjustments. Amendment 1 extended the duration to December 31, 2014, and
Amendment 2 extended the duration to December 31, 2015.
This Amendment 3 defines scope and budget adjustments for additional services within the
extended duration.
TASK 1
1. Project Management
Due to the incorporation of utility undergrounding, and the extension of the project schedule,
additional project management is required for providing overall project administration, team
management, schedule management, scope and budget management, and the preparation of
progress reports and invoicing. The original scope of work assumed a project duration of 18
months. With credit for 10 months of inactivity, the additional duration for purposes of project
management is assumed to be 14 months.
Deliverables:
• Monthly progress reports and invoices (14)
• Bi- Monthly meeting materials (7), notes and action items
• Schedule Updates
TASK 2
2. Gilliam Creek Culvert
2.5.2 Culvert 60%, 90%, and Final Design
Additional work will be required to prepare a unique performance specification (special provision)
to describe the work required to support in-place the existing Seattle City Light (SCL)
underground electrical ductbank during the culvert construction. The excavation and installation
of the proposed culvert will require the concrete encased ductbank to be supported over a long
free span during construction.
Additional work will be required to coordinate with other Utilities (Puget Sound Energy (PSE) and
Valley View Sewer) related to the temporary support and/or by-pass during the culvert
installation. The CONSULTANT will incorporate plans, details and specifications from PSE, and
Valley View Sewer into the contract package.
Deliverables.
• Design coordination with SCL, PSE and Valley View Sewer to incorporate into contract
• Special Provision for Contractor Designed Support System for SCL Ductbank
TASK 3
3. Geotechnical Engineering
3.2 Geotechnical Analysis and Report
Due to the incorporation of utility undergrounding, and the addition of a Stormwater Detention
Pond, additional geotechnical field exploration will be required.
Assumptions.
• Up to 5 additional borings totaling 125 feet to provide subsurface information for the design of
large SCL Electrical Vaults (4) and the Stormwater Detention Pond (1).
Deliverables.
• Boring Logs and Laboratory analysis
• Incorporate additional subsurface information into Geotechnical Design Report
TASK 4
4. Survey and Mapping
4.3 Supplemental Surveys
J -0
Due to the incorporation of utility undergrounding, and the addition of the Stormwater Detention
Pond, additional field survey is required to supplement the basemap and DTM. The additional
coverage required includes the following:
• North Side of 160th west of 42nd to the next utility pole where the Undergrounding will
terminate.
• Additional Survey to incorporate trenches on up to 10 private properties to provide power
and communications services and locate the existing service connection points.
• Topo of property at 1542142nd Ave S. for the design of the Stormwater Detention Pond
Assumptions.
• The City will support the CONSULTANT to secure rights of entry for private properties,
within the defined project limits, to be surveyed prior to the commencement of field survey
work.
Deliverables.
• Supplemental design surveys
• Updated basemapping
TASK 5
5. 30% Design
5.2. Stormwater Design
5.2.2. Stormwater Management Concept
The CONSULTANT will evaluate the option of providing an off-site stormwater pond and
develop a conceptual design to support decision making on its viability.
Preliminary Pond sizing and site assessment and optimization of available space. Work
shall include sizing the pond, site layout, preliminary grading, and inlet and outlet
configuration.
Assumptions:
• After evaluating three options for stormwater vaults it was decided to evaluate the viability
of an off-site stormwater pond on City-owned property.
Deliverables.
• Develop a Schematic Pond Concept
TASK 6
6. Environmental Documentatiol
The CONSULTANT will provide the following support:
• JARPA - Consultation and coordination with Tribe to justify methodology for Gilliam
Creek Culvert sizing.
• Review and respond to SEPA comments
• Cultural Resources Memo - research and memo preparation
• Tree Permit - develop plans showing trees to be removed and replacement requirements.
TASK 7
7. Right of Way
7.1 Acquisitions from private property
Due to the addition of the off-site Stormwater Detention Pond and incorporation of utility
undergrounding, acquisition of right of way is necessary. This includes a Project Funding Estimate
(PFE) to define the total right-of-way costs, parcel calculations, legal descriptions, parcel maps, and
right of way plans. Appraisals and Acquisitions are not in this scope of work and will be added by
amendment after the PFE is complete and the costs for right-of-way are better defined.
Due to the incorporation of utility undergrounding, it is anticipated that additional property will
be necessary for placement of equipment and facilities to make the undergrounding of the aerial
overhead utilities possible. This work is dependent on the needs of SCL and the private
telecommunications companies. Temporary rights will also be needed to construct services for
power and communications to each property.
Assumptions.
• 4 parcels will require permanent rights for Utilities
• 15 parcels will require temporary rights (construction easement)
• City owns the residential parcel for the Stormwater Detention Pond and the boundary for the
pond site will be defined by the preparation of a parcel exhibit and description.
• Appraisals and Acquisitions are not in this scope of work
Deliverables:
• Project Funding Estimate (PFE)
• Parcel calculations, legal descriptions and exhibits
• Right -of -Way plan
TASK 8
i Agency, . 1 1' and Community
Coordination
8.1. Stakeholder and Agency Coordination (CITY, Property Owners,
Utilities, WSDOT)
Due to the incorporation of utility undergrounding additional coordination will be necessary.
8.1.3. Property Owners (replace existing task with the following)
Fifteen (15) properties are anticipated to be affected by the utility undergrounding and would be
impacted by trenching across their property to points of service. The CONSULTANT will prepare
for and attend up to 40 Property Owner Meetings to coordinate new underground power and
communications service connections to each property south of SR 518.
The CONSULTANT will assist the CITY in obtaining Rights of Entry for the purpose of installing
the trench and conduit to each property requiring conversion from overhead to underground
power and communications.
Assumptions:
• Up to three (3) meetings with each private property owner will be necessary to determine
trenching routes, connection points, and obtain rights -of- entries
• Up to 40 meetings total will be necessary.
Deliverables:
• Preparation and attendance at 40 property owner meetings
8.1.4. Utilities
The CONSULTANT will coordinate with utility companies including: Seattle City Light (SCL),
Comcast, Century Link and Zayo to facilitate the undergrounding of all power and communication
lines along 42nd Ave S.
Assumptions.
• Up to twelve meetings with utility companies to coordinate the design of their facilities with
the other proposed project improvements.
Deliverables:
• Meeting minutes and Action items
Task 9
9. Contract Drawings
9.3. Roadway and Stormwater Drainage
9.3.1. Roadway Sections
The CONSULTANT will revise and update the roadway sections to incorporate City directed
changes to the location and configuration of the proposed west sidewalk along the roadway.
Deliverables:
• Revisions incorporated into 90% and 100% Typical Roadway Sections
9.3.2. Paving, Grading and Drainage Plans and Profiles
The CONSULTANT will revise the location and configuration of the west sidewalk (from 7
sidewalk with 4' amenity zone to 8' sidewalk with 3' amenity zone) along with removal of the
Timber utility poles and addition of new Luminaires will necessitate significant revisions to the
paving plans. Driveway types will change hydrants will be relocated (all behind sidewalk), and
mailboxes may need to be placed in clusters with localized widening to the amenity zone. This will
require coordination with Property Owners and Post Office which is covered under 8.1.
Deliverables:
• Revisions incorporated into 90% and 100% Paving, Grading and Drainage Plans and Profiles
and Detail Sheets
9.3.3. Stormwater Management Facilities
• Design of Stormwater Pond including inlet and outlet structures and associated grading,
retaining wall, erosion and sedimentation control, planting and fencing plan
• Two additional Plan sheets showing grading plan and sections for the pond.
• Revise Demolition and Erosion Control Plan to cover additional area at Pond Site.
• Add additional Retaining wall plan, profile and details
• Additional planting on Landscaping plans at the pond site.
Deliverables:
• 60%,90%, and 100% Stormwater Management Plans and Details (4)
9.5. Utility
9.5.2. Utility Undergrounding Plans - Power and Communication
Seattle City Light, Century Link and Comcast have overhead utilities. The CITY has decided to
move these facilities underground into a Joint Power/ Communications Ductbank.
Seattle City Light (SCL) will provide the type, size and approximate location of vaults and
conduits for the underground system, as well as SCL Construction Guidelines and general design
assumptions. The CONSULTANT will coordinate utility work to confirm compatibility with
existing and proposed utilities, storm drain, signal, illumination, landscaping, irrigation, and
urban design. The CONSULTANT will confirm clearance requirements with SCL. Only SCL
approved materials, specifications and construction guidelines will be used in designing SCL
facilities. These items will be included in the contract documents.
Coordination meetings will be needed with Century Link and Comcast to determine the vaults,
conduit runs and other facilities. Each private telecommunications company will be required to
provide a plan layout showing the vault and conduit system that they need to underground their
facilities. The CONSULTANT will confirm that space is available and coordinate with each, to shift
vaults to fit with other existing and proposed features. These vaults will be shown on the Utility
Undergrounding plans, with references to the Utility Company Plans for details of the Vaults and
conduits.
Where conflicts are identified between the utility undergrounding design and the current design of
stormwater, illumination, and traffic signal equipment locations, the CONSULTANT will make
adjustments to the utility company locations to avoid conflicts. Where significant modifications
are identified the CONSULTANT will alert the CITY prior to making revisions.
Final Utility Undergrounding drawings will include plans, sections and details. Plans will indicate
poles and other SCL facilities to be removed, new vaults, and ductbank runs. Utility
undergrounding sections will show bedding, backfill and conduit spacing requirements for the
joint utility trench. Profiles will be developed for the Ductbank that show depth of cover and
crossing utilities. Vault location tables will be developed to describe the type size and location for
each vault. Additional Details and tables will be included for the conversion of private property
power and communications services.
The CONSULTANT will coordinate with the CITY, overhead utility companies, and other
stakeholders to resolve design issues, clarify design requirements, and to integrate the
undergrounding plans, specifications, and costs into the project documents.
The CONSULTANT will update the project drawings and design to incorporate utility
undergrounding of overhead utilities. The following discipline plans will be updated: General
Sheets, Site Preparation and TESC, Paving, Utility and Drainage, Illumination.
For the 100% Submittal - Review comments from the 90% submittal will be incorporated into the
Utility Undergrounding Plans. The Ductbank profiles will be refined using the pothole information
collected. Vault location tables will be developed to describe the type size and location for each
vault. For SCL Vaults, the CONSULTANT will develop Butterfly Vault details to show how the
conduits enter each vault.
Deliverables:
• 60%, 90%, and 100% Utility Undergrounding Plans, Profiles and Details (16)
9.6. Structures
Original scope under task 5.5 assumed up to 3 retaining walls approximately 100' long with a
maximum height of 6'. The project requirements have been refined and require the following
additional work items.
9.6.1. Design Calculations
The CONSULTANT will prepare plans and specifications for 8 retaining walls. The stormwater
pond will also require a retaining wall. These walls total approximately 700' in length with two of
the walls approaching 10' high in places. The resulting block walls and soldier pile walls require
additional design and details that were not in the original scope of work and budget.
Deliverables.
• Additional Plan and Profile sheets for Soldier Pile Walls
• Additional Details sheets for Soldier pile walls (assume 4 sheets)
• Additional work to prepare specifications and cost estimate.
Due to the incorporation of utility undergrounding, additional work will be required to layout
new luminaires with underground wiring, site a service cabinet (metered) served from the SCL
vault.
Deliverables:
Revisions incorporated into 90% and 100% Channelization, Illumination, and Signing Plans (6)
WAS
10. Specifications
Due to the incorporation of utility undergrounding, additional work will be required on the
specifications as follows:
The CONSULTANT will incorporate special provisions provided by the utility companies into the
project specifications.
Deliverables:
• 90%, and 100% Utility Undergrounding Specifications
TASK 11
11. Cost Estimatin
Due to the incorporation of utility undergrounding additional work will be required for the cost
estimate as follows:
• 11.2 Engineer's Estimate
The CONSULTANT will develop a construction cost estimate for each utility company facility
relocation that will include the construction costs for the joint trench and installation costs for the
associated conduits, vaults, hand holes, closures and pedestals. Quantities for conduits, vaults,
hand holes, closures and pedestals will be provided by each utility company for their facilities.
1111
The CONSULTANT will incorporate the construction costs into the total project construction
estimate and create three additional bid schedules (13, C, D) for the bid package.
Deliverables:
• 60%, 90%, and 100% Utility Undergrounding Cost estimate including additional bid schedules
for SCL, Century Link and Comcast.
III
Exhibit B-1 - Consultant Fee Summary
City of Tukwila
40th - 42nd Avenue South Phase III
4/24/2015
Overall Proiect Budqet Summary By Task
Task Description
Original Budget
Amendment III
Budget
Total Budget
Task 1 - Project Management
$73,585
$43,222
$116,807
Task 2 - Gilliam Creek Culvert
$79,757
$14,659
$94,416
Task 3 - Geotechnical Engineering
$45,331
$29,711
$75,042
Task 4 - Survey and Mapping
$71,805
$16,456
$88,261
Task 5 - 30% Roadway Design
$130,090
$5,138
$135,228
Task 6 - Environmental Documentation
$0
$16,364
$16,364
Task 7 - Right of Way
$0
$26,941
$26,941
Task 8 -Agency, Stakeholder and Community Coordination
$10,138
$30,160
$40,298
Task 9 - Contract Drawings
$254,934
$227,100
$482,034
Task 10 - Specifications
$12,191
$8,236
$20,427
Task 11 - Cost Estimating
$10,228
$19,596
$29,824
Task 12 - Major Milestone Reviews (30%, 60%, 90%, 100%)
$25,150
$0
$25,150
,Task 13 - Services During Bidding and Construction
$13,785
$0
$13,785
1 TOTALS
$726,994
$437,584
$1,164,577
M
Exhibit B -1 - Consultant Fee Summary
City of Tukwila
40th -42nd Avenue South Phase III
Direct Labor
Classification
Quantity
Hours
x
Rate
=
Cost
Sr. Project Manager
Laboratory Services
160.0
$242.52
Survey - Leica DNA03 Digital Level
$38,803.20
Sr. Consultant
$22.00
118.0
0.4
$219.02
$82.00
$25,844.36
Sr. Engineer
$186.00
638.0
Survey - Truck
$192.77
$56.00
$122,987.26
Engineer
443.0
$0.00
$160.57
$71,132.51
Surveyor
Total Expenses
140.0
$135.73
$19,002.20
Jr. Engineer
544.0
$104.35
$56,766.40
Sr. Technician
304.0
$138.61
$42,137.44
Technician
220.0
$76.03
$16,726.60
Office
120.0
$93.83
$11,259.60
2,687.0
$404,659.57
Expenses
Category
Quantity
X Rate =
Cost
Drilling
$20,000.00
Laboratory Services
$2,000.00
Survey - Leica DNA03 Digital Level
0.5
$44.00
$22.00
Survey - Leica Smart Pole GPS
0.4
$184.00
$82.00
Survey - Leica Smart Pole TPS
3.2
$186.00
$600.00
Survey - Truck
3.9
$56.00
$220.00
Acquisitions - Sub
$0.00
Appraisals - PFE
$10,000.00
Total Expenses
$32,924.00
13
Exhibit B -1 Consultant Fee Determination
City of Tukwila
40th - 42nd Avenue South Phase III - Amendment #3
CH2M HILL INC
Sr. Prefect
Tit
Manager or. Gonsul'.ant 01. =f 55010er
Eng:neer
Surveyor Jr. Ergmear
01.7ec19,10 :011 Technician
Employee Name(s)
Requested 6111 Rate
Eric Haupt,
Mark Johnson, Ken Green,
Roger Mason Matt Johnson Karen Dawson
5242.52 621992 6192.77
Raymond
Chung, Ken
Jumpewong
6160.57
Greg Brooks Minh -Tri Khu
5135.73 $104.35
Otice
TOTA
TOTAL
Whitehouse, Edgar Soares,
Russell Tom
Mudget Chancellor
$138.61 576.03
Jean Pippin,
Joseph
Donegan
593.83
AA.01
1-
AA.02
2.5
la Name
LOt
Task 1 - Project Management
Overall Project Managernent
Time extensions and associated Project Management (14 months)
Task 2 - Gilliam Creek Culvert
Culvert 60v,. 9010 Final Lae
2.5.2 SpocIf:o,1ions
100
100
100
0
LUt
20
LUt
40
40
40
20
✓
LUt
LUt
LUE
V
LUt
HOURS
oral
DOLLARS
120
20
Projecr:; 2115 with 90% and Bid -Ready Submittals
AA. 03 Task 3 - Gcotechnical Errgtnecnng
3.2 Geotechn1cal Analysis and Report
9■, •_ and Stormwat
AA. 04 Task 4- Survey) and Mapping
4 3 Supplemental Surveys
40
40
0 0 40 0
40
40
60
60
20
0
0
0
260
$43,222
260
260
80
80
80
40
40
40
136
136
AA.05 Task 5- 301. Roadwa Design
Stixmwater Des
5.2.2 Stonnwater MJnagem,nl Cunr. Fpt
32
AA.06 Task 6 - Environmental Documentation
oo -tatio .'' un9 =.1-JP:0t1, . ,.rr Tnt
mem
memodology ror e;nnam creek culvert s,,: „1g.
Review and respond to SEPA comments
0
O 24
Cultural Resources Memorandum - research and memo preparation
Tree Permit - drawings
07 Task 7 - Right of Way
2
043,222
$43 222
14,659
659
5'4.6531
614.601
07.711
57,711
57,711
$15,532
615,532
$15,532
$5,138
$5,138
$5,138
$5,135 =e
$16,364
24 $3,880
8 $1,752
2
6
2
AA -08 Task 8 - Agency, Stakeholder & Community Coordination
laa 8.1 Stakeholder and Agency Coordinator
AA 09
9.3
9 3.1
Credit for unused meetings in Original scope
Task 9 - Contract Drawings
Roadway and Stonnwater Dralnage
Roadway $"charts
40
8
-1
24
20 312
364
480
304 80
O 52
124
O 140 84 0
20
40
44 $8,261
12 52,471
160 616.941
160 $16.941
147 $30.160
147 530 160
100 520,272
60 $12,5oi
13 42,673
,584 $227,100
400 006.187
60 05 029
9.3.2
9.3.3
Roadway plan reshsl0ns to incorporate changes to section (west
sidewalk)
Paving, Grading and Drainage Plans and Profiles
Rewsons to Paying Plans due to change in typical section Including
development of custom driveway approach details.
Storrnwater Management Facilities
ORsite Stormwater Pond Design (60%, 9040 & 100* Stonmwater
20
24
40
24
60 08,029
60 $9,494
20
24
100
24
100 60
60 $9,494
280 538,664
Mgmt. Plans and Details)
9.5.2 Utility Undergrounding Plans - Power and Communication
Prepare 6,3%, 90 %, 1008, Utility Undergrounding Plans, Profiles and
24
20
0 220
100
160
100 60
160 160
280 538,664
724 $112,795
9.6
9.7
Details (16)
51ruc,turos
• (1.%.. rg wall design - for longer ta 0. 411
Channels cats un Illumination, and Signing
24
0 20
220
0
160
BO
160 160
120 0 80
20 0
O 40
80
0 120
80
60 60
..nd design for Undergrour :
40
60 60
AA.10 Task 10 - Specifications
20 20
0
AA.11 Task 11 - Cost Estimating
11.2 Engineer's Estimate
19
20 20
O 80
40
ri r r - aJ'v , r- •,.tom;
0 80
40
0
80
40
TOTALS
160
118 638
443
140 544 304 220
120
724 5112,795
300 $35,830
300 535,830
160 $22,288
160
40
40
120
120
20
2.687
$22,288
$8,236
58.236
$19.596
519596
1`5,096
Exhibit B-1 - Consultant Fee Summary
City of Tukwila
40th - 42nd Avenue South Phase III
April 24, 2015
Reimbursables;
Reimbursable Item
Task 3 -
Geotechnical
Engineering
Task 4 - Survey
and Mapping
Task 7 - Right
of Way
Totals
Drilling
$20,000.00
$20,000.00
Laboratory Services
$2,000.00
$2,000.00
Survey - Leica DNA03 Digital Level
$22.00
$22.00
Survey - Leica Smart Pole GPS
$82.00
$82.00
Survey - Leica Smart Pole TIPS
$600.00
$600.00
Survey - Truck
$220.00
$220.00
Travel - Mileage
$0.00
Travel - Parking
$0.00
jAppraisals - PFE
$10,000.00
$10,000.00
1 Totals
$22,000.00
$924.00 1
$10,000.00
$32,924.00
W
CITY OF TUKWILA CAPITAL PROJECT SUMMARY
2015 to 2020
PROJECT: 40-42 Ave South (S 160 St - S 131 PL) Project No. 99410303
DESCRIPTION: Design and construct street improvements, drainage, sidewalks, bike facilities, and driveway adjustments.
JUSTIFICATION: Provide pedestrian and vehicle safety, drainage, and neighborhood revitalization.
STATUS: (Phase III (SIC Blvd (154th) - S 160 St), Design began in 2012, construction in 2015. Project No. 99410303
Phase I 90-RW1 5 (SIC Blvd (154) - 144 St) $3,796 & Phase 11 94-RS02 (144-139) $1,850, both completed.
Phase IV (S 139 St - S 131 PI) $1 m in beyond. Project No. 99410301
MAINT. IMPACT: Reduce pavement, shoulder, and drainage work.
Only Phase III is shown in active years. Project includes Surface Water's Gilliam Creek 42nd Ave S Culvert project
COMMENT: for $863k (pg. 87) and is part of the Walk & Roll Plan. Council directed no undergrounding for Phase III on 10/8/12,
but Seattle City Light is now negotiating a 60/40 underground split so $2,500,000 has been added to project.
FINANCIAL Through Estimated
(in tnnn,-qi 9n13 91111A 71111A 91`14A 911147 9n1 R 7n19 91719n RFVnNn TOTAL
EXPENSES
Phase IV
Design
309
466
299
1,074
Land (RAN)
100
100
Const. Mgmt.
400
560
960
Construction
2,400
3,800
6,200
Undergrounding
2,500
2,500
TOTAL EXPENSES
1 309
1 466
1 3991
5,300
1 01
01
01
01
4,360
1 10,834
FUND SOURCES
Awarded Grant
0
Seattle City Light
1,500
1,500
Surface Water
76
48
124
Bond
4,400
4,400
City Oper. Revenue
233
418
399
0
0
0
0
4,360
4,810
TOTAL SOURCES
309
466
399
5,300
0
0
01
0
4,360
10,834
2015 - 2020 Capital Improvement Program 2
16