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City of Renton — Hawk's Landing Team Meeting
Thursday, October 8, 2009, 11:30 a.m. — 1:00 p.m.
Room 511, Renton City Hall
Expected Attendance: Alex Pietsch, Suzanne Dale Estey, Neil Watts, Vanessa
Dolbee, David Pargas, Jennifer Henning, Arneta Henninger, Spencer Alpert, Dan Mitzel,
Jessica Clawson, Mel Maertz, Jim Seitz, Peter Hahn, Ron Straka
AGENDA
Introductions
II. Project Status Update
III. State Infrastructure Grant ($1.7 M) and Local Revitalization Financing ($11.5
— $15M) Update
IV. HEX Reconsideration of Appeal Decision
V. Future Agenda Topics
VI. Next Meeting: Thursday, November 12", Conference Room 511, 51h Floor,
Renton City Hall 11:30 a.m. — 1:00 p.m. 1 oq
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EXHIBIT A 1 s kcr�
SCOPE OF WORK �� ,� -J-oai- LJai+-
LAKE WASHINGTON BLVD HAWKS LANDING STORM AND WATER SYSTEM us fik-
IMPROVEMENT PROJECT — SWP '-�z27-3531 V*'s f' aL
PURPOSE: The purpose of the project is to install curb/gutter and portions of a sidewalk, a new 564T
storm system, and a water system line extension within the -Lake Washington Blvd. N. public, g s-
e€-w$yto meet the infrastructure needs for future development in the vicinity of I-405 Exit 7
area, including the Hawks Landin -development.—afea ofLake Washington Beule••a_,,. 901�U- �
' x `
The curb and gutter will extend on the east side of Lake Washington Blvd. N. from Ripley Lane N j �5
approximately 600 feet south; and curb, gutter and sidewalk will continue south on the east side of �' 4 ti4` Y
Lake Washington Blvd. N. to connect to an existing bridge over May Creek. \mow Qom' Iron
The stormwater system will collect road runoff_ud provide cni=qter quality treatment for half
of the existing road prior to discharge o an —existingstormwater s s em and ultimate May Creek.
The new storm system will be approximately 900 lineal feet of trunk an ca c asin llection and
treatment system in an underground system capable of carrying traffic loading. e
The water line extension consists of the installation of about 1,300 feet of 12-inch waterbe
in Lake Washington Blvd. N. from N. 40`h St. to NE 44" St., and a portion of the water line wil
installed inside an existing 18-inch steel casing within the May Creek bridge will extend a Hew 12
WashingtoniReh duetile ifen pipe within the hake bt of ,
A 1�l t f e existing 1 7 „{, .,r L'.,..t.,.-..�+ CL,a /_ N.. D:..1,. Lane TAT .,.7 ,.t tocivirr uir-a.zir �'b an
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Construction of the project must be completed by4uid summer of 2010 with the City planning to
advertise for bids in March 2010. The Consultant will perform the tasks and work needed to design
the project, and develop the plans and specifications for project bidding and construction. The project
tasks may include surveying, geotechnical investigation, utility potholing, hydrologic/hydraulic
analysis, permit assistance, preliminary design, final design plans and specifications, and construction
assistance and observation.
DESIGN CRITERIA: The City will determine the basic premises and criteria for the design.
Reports and plans shall be developed in accordance with the latest adopted or approved edition of the
following:
1. Washington State Department of Transportation/American Public Works Association
(WSDOT/APWA), Standard Specifications for Road, Bridge, and Municipal Construction 24"
2008 edition
2. City of Renton — Latest revisions of Standard Plans for Road, Bridge, and Municipal
Construction, 499-7, and Supplemental Specifications (May 19, 1997),
3. King County Surface Water Design Manual (2009) as amended by the City e f Renter (20"
amended by the City of Renton (2010, Draft available by Fall 2009).
4. City of Renton Survey Control Network (May 2000) and Surveying Standards (1997).
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5. City of Renton Drafting Standards for Road, Bridge, and Municipal Construction 2004.
Autocad Drawings shall be in Autodesk Map 290&-2009 (preferred), or Autocad 2005 and up.
The Cit.. `uses a f etfi . *del c ae 1 lewevef, dDrawing contours, elevations, and dimensions
shall be in English units. All surveying shall be tied into the City's Survey Control Network.
DESCRIPTION OF PROPOSED WORK
Task 1 - Surveying, Base Map
Perform a site survey to identify and map the surface features and existing utilities in the project area
(see attached figure ... Baffywhefe is this map2 1 would like to ifielude this within the 5
). The City topographic map and Autocad drawings
provided by adjacent developers may be used for the initial base map. The survey will be used to
update, supplement, clarify, correct, and add the details needed for design and construction to the City
base map. The surveying work will include the following: 1
a. Contours, spot elevations, and urface features in the potential project area. The existing
developer topographic surve for Lake Washington Boulevard (as prepared by the Hawks
Landingdevelopment evelopment surveyor) will be confirmed adequate by the G&OConsultant's survevor( )
with spot elevations, checks of adequate point cloud coverage along the centerline and l0-feet
past each side of the right-of-way boundaries sod -with additional surface feature surveying
provided including, weer all water connection and topographic features to the proposed south
connection (horizontal and verticalZ.
b. Locating pavement, curb and gutter, sidewalks, structures, bridge, and other private utilities €ibef
eptie-- Owes -driveways, landscaping, vaults, building footprints, street lights,affd-power poles-.
c. Existing City utilities such as water, sewer and storm systems including:
f Water valve rim and nut elevations, water meter locations, hydrants, water vault locations.
Sewer and storm manhole and catch basin rim elevations, pipe sizes and invert elevations of all
pipes in manholes and catch basins. dye (7 1 ',cc.SL'' S� "'�/ �'^ ��
d. The existing stormwater drainage system will b surveye or the hydraulic analysis and design.
The survey will include the following features: �-
(1) The 24-inch outfall from I-405 within WSDOT right-of-way.
(2) The ditch, inverts, pipe size and material for the existing stormwater system between the
WSDOT outfall and May Creek channel banks south of the project. „ J� s� (v�k
(3) Several cross -sections of May Creek east of Lake Washington Blvd.--, ""t"P—
(4) Other catch basin and pipes that connect or may connect to the project storm system.
Private Utility locations including, but not limited to, natural gas, electrical power,
telecommunications (telephone, fiber optic, cable system, etc.), METRO sewer, and others within
the project area. Information shall be obtained from visible surface locations, —existing site plans,
utility location markings through G&O's request to the one -call utility locate, and information
gathered by the surveyor from the private utilities companies. Any existing fiber optic locations
shall show it's vertical elevation and anv bends determined both horizontallv and vertically.
(Note: The vertical depth of fiber optic line(s) may be determined by lifting the Owest manhole
and determining the depth.
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g. Establish Identify right-of-way centerline and stationing lines for project design and construction.
Stationing lines will be marked and easily located so the construction contractor's surveyor can
re-establish them. The location of the ROW centerline may need to be established by the
surveyor from City benchmarks and plat maps. A second stationing line will be established later,
when the location of the new system is finalized.
h. Surveying for site investigations such as soil borings, test pits, and utility potholing.
i. Property right-of-way line to be provided by the surveyor, including WSDOT limited access
right-of-way easement information and linework.
J. G&O shall detefmine if eener-ete elates exist in the ofei t afea within the fead sW�ffade. it is
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:
l . Draft GeoSpatial Positioning Accuracy Standards for the National Spatial Data Infrastructure by
the Federal Geographic Data Subcommittee, December 1996.
2. Ali pertinent Washington State legislation, e.g. Chapter 58 of the Revised Code of Washington
(RCW).
3. All pertinent sections of the Washington State Administrative Code (WAC), e.g. Chapters 332
WAC.
Deliverables:
1_TIlic-Surveyed base map and design planswill meeti� the requirements of the 2004 City of
Renton Drafting Standards. The City layering system will be used. The Surveyor shall provide a
draft paper copy (24"x 36") and electronic file (AutoDesk Map 200 2009, or other approved vefsien
versioned f) of the base map survey for review and comment by the City. After approval, a final
paper copy at 1 "=20' scale and an electronic copy will be provided. The paper copy will be stamped
and signed by a Surveyor (PLS) registered in the State of Washington.
Task 2 — Geo-technical investigation
The reo-technical scope of work Mill be bFeke e • Jis listed by tasks as determined by the
predesign recommendations and field investigations.
' . Dependingon n the presumed presence of
concrete panels in the road section and water quality and detention facility selection within the
alternatives portion of work (30% design submittal) by G&O. the geo-technical tasks listed below
design. The y
be
leeffted in aft Effea with peer- subsuffeee sails. The b b'
a. Investigate and review existing regional and local geologic information, reports, and studies
relevant to the project design. The project may be located in an area with poor sub -surface soils.
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Perform[BB2] onsite geologic investigations to identify subsurface conditions that may
affect project design and construction. The investigations will include €erff-six (46)
auger- borings to depths of 25 to 35 feet maximum, installation of two (2) piezometers for ground
water monitoring, standard penetration tests, soil samples, and soil analysis. Four (4) of the
borings will with along proposed waterline alignment to determine the pavement section and
with alongthe proposed waterline alignment to determine the pavement section and
if concrete panels are present along the alignment. It is assumed by G&O that there exists a
minimum of 8-inch concrete panels within the roadway and all City standards shall be followed
for patching
The consultant shall provide all necessary equipment and operators for the geo_technical
investigation. Ground elevation will be surveyed at boring locations and coordinated with the
surveyor/civil designer. All surfaces shall be restored following geotechnical investigations.
Permanent pavement shall be restored when geo-technical investigations disturb used ifi existing
paved areas.
c. Geo=technical Report. The results of the Geo-technical Investigation will be provided in a bound
report. The Consultant will submit an unbound draft copy for City review and comments. The
Geo-technical Report will include the following:
(1) A summary of the regional geologic information.
(2) A description of the onsite geologic investigation, equipment, methods, and testing
performed.
(3) Site specific geologic information such as site map, boring locations, boring logs,
water elevations, soil samples, and soil analysis results.
(4) Analysis of the geologic information and recommendations for project construction.
(5) Recommendations for dewatering, soil stability, shoring, bearing strength, trench
excavation, concrete panel patching and/or replacement, potential need for pipe
foundation and support depending on material proposed by the civil designer, pipe
bedding, and trench backfill.
The Geo-technical Report will be available to bidders —,and -with all er-dart-of the Geo-technical
Report ffla-y be included in the project bid document.
d. The Consultant will provide two bound copies of the final Geotechnical Report and one unbound
copy. The Consultant will provide an electronic copy (MS Word 2007) of the final report, all
graphs and tables, and any other information contained in the final report.
Task 3 - Hydrologic and Hydraulic Analysis and Report
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Review existing hydrologic information and perform hydrologic and hydraulic modeling needed to
design the new storm system. The City's goal is for the new storm system to convey the future
conditions peak flow from the 25-year, 24-hour storm without overflowing into the Hawks Landing
development or other upstream facilities, and to convey the peak flow from the 100-year, 24-hour
storm with any overflow contained within the local flood plain. May Creek is located in a FEMA
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Flood Map Flood Hazard Zone, so it may not be possible to completely meet the project goal for the
100-year storm. The hydrologic and hydraulic work will include the following:
a. a -.—Review existing and future hydrology for the project area including upstream contribu!M
flows from an assumed future WSDOT contributing area for the main stormwater trunk -line
and future development flows from the full build out for Hawks Landing. Review existing
hydrologic reports for the area, and develop a King County KCRTS hydrologic model for
existing and future flow conditions that will be used for hydraulic modeling. Peak flows for
existing and future conditions for the 6-month, 2-, 10-, 25- and 100-year storm will be
developed. Hawks Landing is located within the May Creek drainage basin. a4t#e beaeni e€
the ???Dfa rage Sub basin (??`. The modeling work will use basin information from anythe
existing reportfs) as thea basis to begin development of a hydrologica model thM "
L
ilitv analvses (if reauired) due to increases in i
that complies with Renton flow control standards. Develop detention facility alternatives (if
needed) and design plans. Flow control 4�e� analysis and design shall meet the
KCSWDM 2009 standards as amended by the City. (The scope of work for this project is
within the Mav Creek drainage basin.)
c. Provide water quality facility analyses with the assumption that half street improvements for
the full build -out of Lake Washington Boulevard is needed to accommodate all phases of the
Hawks Landingdevelopment evelopment project. This assumption includes a new turn lane into the
development, 10-feet sidewalks, and 12-feet landscape area fronting Hawks Landing, Water
quality treatment analysis and design shall meet the KCSWDM 2009 standards as amended
by the City. _?
ide the flow and-Wrekwater results for the existi
the 2-, 10-, 25-, and 100-year storm events for existing basin conditions, and for the proposed
drainage system for the 2-, 10-, 25-, and 100-year storm events for existing and future basin
conditions. Rim elevations in the Hawks Landingdevelopment evelopment will need to be checked for
potential of surcharging as part of this analysis.
e. At a minimum, hydraulic modeling will be performed from the 1-405 WSDOT outfall culverts
at the southwest corner of the Exit 7 right-of-way. This scope assumes existing
h dy rologic/hvdraulic analysis completed for the May Creek basin can be used for the
downstream backwater boundary conditions from the Barbee Mill development recently
constructed. The Barbee Mill reports includes a Hec-Ras analysis for May Creek with
updated floodplain modeling. flows, and cross sections. (Note: Any additional modeling for
the system upstream of the 1-405 Exit 7 interchange -shall be considered
additional work.) G&O shall analyze and meet the City's stormwater policy to meet
compensatory storage requirements for the project. G&O shall determine compensatory
storage requirements for filling of floodplain with a zero rise analysis needed if filling is
proposed as an alternative in the design.
f. A draft Hydrologic and Hydraulic Analysis Report for the project describing the modeling
performed and the results will be submitted during the first portion of the project design. The
draft report will be used to evaluate the existing conditions, and help evaluate and select the
new stormwater system design.
R. A Final Hydrologic and Hydraulic Report for the project will be submitted during the second
half of the project design. The Final Report will include the existing conditions analysis and
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the analysis for the new stormwater system design. The Final Report will contain the
analysis. methodology, figures, graphs, tables, and computer program results (in the
Appendix). The consultant will provide a draft report for City review and comment before
finalizingthe he report. The Final Report will be signed and stamped by a PE licensed in the
State of Washington.
h. The Consultant will provide one bound copy of the final Hydrologic and Hydraulic Report and
one unbound copy. The Consultant will provide an electronic copy (MS Word 2007) of the
final report, all graphs and tables, and electronic versions of any other information contained
in the Final Report. The Consultant will provide an electronic copy of all computer modeling
files used in the analysis including input and output files.
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Task 4 - Permit Assistance
Permitting is expected to occur early in the first half of the project. The permitting work will include
the following:
a. a -.—Determine what States and Federal Permits (if any) may be needed for the project.
b. A Joint Aquatic Resource Permit Application (JARPA) h-wMshall be prepared and submitted
for an HPA from WDFW. Existing reports indicate no wetlands within the storm and water
line project area. The Consultant will determine if a Corps permit is likely to be required for
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work within the storm drainage ditch and submit appropriate federal permit if deemed to be
needed. This scope does not include a wetland delineation or biological evaluation. A
wetland report was prepared by Graham -Bunting Associates of the area in the immediate
vicinijy of the project and is assumed to provide the necessary information for design and
permit review. A site visit and review of the existing report to determine if the Corps is likely
to assert jurisdiction is included in the task. if a wetland delineation and/or biological
evaluation is required, it will be considered additional work.
c. Provide assistance to the City by preparing drafts of local, State, or Federal permit applications
as needed. Provide expert analysis and figures/information as needed for the permits. All
permit applications will be reviewed and submitted by the City.
a 1 B"-.
Task 5 - Storm and Water System Design, Utility Relocation, Construction Plans and
Specifications
Using the results from the Surveying, Geotechnical, and Hydraulic Tasks detailed above, the
Consultant will develop the design for the new storm and water system. The City anticipates that the
new storm system will discharge at or near the existing discharge point. The new water system will
provide water service for domestic and fire protection needrextend existing for
future development. The Scope of Work assumes that standard open trench methods and pipe support
within an excavated trench will be used during construction oor - urface soils that require
special engineering design (e.g. pile caps) are discover v��nh eet addendum to the
Engineering Agreement will be negotiated.2
The design work will include the following:
a_�-Review the physical and hydraulic informatio aluate design alternatives for a
replacement storm system from the WSDOT I-405 outfall to May Creek. Meet with City to
discuss design alternatives and choose the preferred alternative.
b'b-The location of public and private utilities, and potential utility conflicts, will be
investigated for the design. The Consultant will determine what locations/utilities need to be
potholed, and pothole and survey the utility locations and elevations. The pothole information
will be added to the b ap and new storm system design. The Scope of Work anticipates
excavating up to thre (3) otholes.
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c. Coordinate with electric utility if distribution and transmission power poles will need to be 6ry"r-)0_41-
//
relocated. � _ rd
13:d.e-Coordinate design with Hawks Landing hotel construct ns.
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e. de --Provide a preliminary design (approx. 300/ r the recommended storm systei , at�d
water systemline, curb, gutter and sidewalk. The consultant will work with the City to
determine the recommended storm system design. The preliminary design should include the
proposed storm system ocatic�ize, capacity, hydraulic performance, potential utility
conflicts and resolutio , and other relevant considerations. Meet with the City to review the
30% design. GOA voice -11"/,
City will occur at the 60% and 90% completion points.
d. Following the review of the 90% plans and specifications, the consultant shall revise the
drawings and specifications per the City's comments and Eperform final 100% design for the
new storm and water system. Develop construction plans, details, construction contractead
specifications for bidding. The work includes the bid item list and cost estimate. Construction
e ai s, an specification will follow the standard City format for Bid Documents.:, Several
drafts of the plans and specs will be submitted to the City for review and approval as the project
proceeds (e.g. §030%, 60%, 90%, 9-19100%). Meet with the Gity at the 90940 design leyei.
CW e-f. The Consultant will submit one paper copy of each draft pan, an an a ectronic Autocad copy
u, ykJlsof the plans via the City's Autodesk Buzzsaw system.
,'
9 �fi. Final Construction Plans will consist of 3422"-x 4-7-34" paper drawings stamped and signed
by a PE licensed in Washington State. The bid document (unbound) will follow the standard City
format and will be stamped and signed by the PE. The Consultant will complete and provide plan
and profile drawings of the storm and water system improvements. The City will provide
EedCAD details for the water main connections.
A 1"=20' horizontal scale and 1"=10' vertical scale will be used in these drawings. Pavement
restoration and resurfacing will be shown on a separate plan view and details drawing. Proposed
and existing curb and gutter elevations shall be shown in the storm profiles with back of sidewalk
elevations shown on profile.
(Stek,e! Do yeti need a or-efile for- the r-eadwm- wkh eur-b, etwef. ajid baek of sidewalk elevatiefts24
The Consultant shall menare technical specifications and schedule of bid mices for the storm
and water system and curb, gutter, sidewalk improvements for the City's use in the bid
documents. Draft technical specifications will be provided at the 60% and 4-090% submittals
stage for review and comments. Following the review of the 100%, the Consultant shall
provide one (1) set of hard copy and electronic files to the Ci1Y for inclusion in the bid
documents. �l iQee►�%t ] l/ wn
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i. Opinion of Probable Construction Cost , Io c�-�s .
i. The Consultant shall prepare detailed p nfoon of probable construction cost using
comprehensive spreadsheet based on the final design drawings and specifications for the
Project. The Consultant will conduct specific research to determine the costs of specialized
equipment by obtaining vendor quotes. The tpjp4n shall be prepared at the 60% 90% and
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100% design development levels and shall be based on 2009 costs. Final estimate form will
be based on the schedule of prices in the bid documents.
The City will be responsible for copying the bid document and plans, advertising the project for
bids, and distributing the bid document to the bidders.
Task 6 - Construction Assistance and Observation
Provide assistance to the City during bidding and project construction. The Scope of Work assumes
that standard open trench methods and pipe support within an excavated trench will be used during
construction. The work will include the following:
a. All questions from bidders will be directed to the City. The City may ask the consultant to
provide answers to technical questions, provide additional information or clarifications, or
prepare Addendums for any changes needed to the plans or specifications during the bid process.
The City will distribute any Addenda needed.
b. The consultant will attend a pre -construction conference with the City and the winning bidder.
The City will issue the Notice to Proceed when all City requirements have been met and material
submittals have been approved.
c. The consultant will review material submittals by the bidder in conjunction with the City. During
construction the City may ask the consultant to evaluate technical questions, provide additional
information or clarifications to the design plans, and prepare Change Orders for any changes
needed to the plans or specifications.
d. The City will provide a part-time construction inspector for daily inspection of the project. The
consultant will perform occasional inspections as needed to monitor overall project progress and
adherence to the project design. Inspections will include checking actual soil and groundwater
conditions with the Geotechnical investigations results and recommendations. Approximately six
(6) site visits (one per week during construction period) are included. A memo documenting each
inspection, items and conditions observed, and any recommendations will be sent to the City after
each inspection.
An Addendum to the Engineering Agreement will be negotiated if conditions requiring special
engineering and inspection are encountered, such as poor sub -surface soils, additional soil
inspections and testing, unusual dewatering requirements, pile caps or special pipe supports,
structural rebar inspection and concrete pours.
e. The City will processes simple Change Orders and procedural changes, construction project
records (e.g. work days, inspector logs), progress estimates for bid items, and pay estimates.
f-.As-built surveying will be performed by the Construction Ceontractor as part of the Construction
Survey bid item and are not included as part of Gray & Osborne's Design/Construction Assistance
work. The City will review the as -built survey information and update the design drawings with the
as -built information.
Al
se. seope eests
Task 7 - Project Management
HAF le Sys�SVVP Su faGe VVate. OreleetskS ND_97 Surface Wife. PR. eCtS (QP)k27 3531 Lake 1AlaSh.jn9ten Blvd Hawks
e_"'nP� 009 09 21.des\H:
File_Sys\SWP Surface Water Projects\SWP 27 Surface Water Proiects(CIPR7-3531 Lake Washington Blvd Hawks
Landing\1010 Corres Consult\RentonU WA Draft Scope 2009 09 21.doc\STL
Page 9 of 10
DRAFT -Last printed 10/14/2009 12:57:00 PM10/142009 1 k3gi n n neni22/2009 4:59.00 PN4
Project Management will include internal management and procedures needed by the Consultant for
the project. PM includes personnel management, internal meetings, record keeping, monitoring the
design progress and schedule, and the contract billing.
Design review meetings with the City are included in the design task with which they are associated
w4h.
As part of the scope of work, please provide a schedule for the estimated start and estimated
completion date of each of the above task in a table format
Task
Estimated Start
Estimated
Completion
Notice to Proceed
11/16/2009
NA
Task 1 - Surveying, Base Map
11/16/2009
12/1/2009
Task 2 — Geo-technical Investigation
11/16/2009
12/31/2009
Task 3 - Hydrologic and Hydraulic Analysis and Report
11/16/2009
12/15/2009
Task 4 - Permit Assistance
12/1/2009
3/15/2010
Task 5 - Storm and Water System Design, Utility. Relocation
12/1/2009
3/31/2010
Construction Plans and Specifications
35% Design Submittal
12/31/2009
1/15/2010
60% Design Submittal
2/15/2010
3/1/2010
90% Design Submittal
3/15/2010
3/31/2010
Task 6 - Construction Assistance and Observation
5/ 15/2010
9/ 15/2010
Task 7 — Project Management
11/16/2009
9/15/2010
HAFile SyskSWP c F fare We na,t , o eGt kSVVP 27 SuFfare nate.PFej .,.t „ (G.IP) 7 3631 La AaS#+rgt9n Blvd Hawk
_2009 09 21.deG\H:
File Svs\SWP Surface Water Projects\SWP 27 Surface Water Proiects(CFR7-3531 Lake Washington Blvd Hawks
Land ing\1010 Corres ConsultlRentonLk WA Draft Scope 2009 09 21 doc\STL
Page 10 of 10
DRAFT 10/14/2009
EXHIBIT "B"
ENGINEERING SERVICES
SCOPE AND ESTIMATED COST
Lake Washington Boulevard - Hawks Landing Storm and Water Improvements
Tasks
Principal
(lours
Project
Mgr. Hours
Project
Eng. Hours
Electrical
Eng. Hours
Senior
Environmental
Specialist flours
Lead CADD
Technician
Hours
GIS Tech.
Hours
PLS
Hours
Survey
Tech.
Hours
Surveying and Base Map
Preparation
8
40
20
12
Geotechnical Investigation
2
4
Hydrologic/Hydraulic Modeling
4
40
120
8
Permit Assistance
4
20
60
Electrical Utility Relocate
4
40
Stormwater Design
4
20
60
40
Water System Design
4
20
40
40
Construction Assistance and
Observation
16
60
Project Mangaement
12
24
A/QC
2
4
8
2
Hour Estimate:
32
160
288
42 1
60 1
120
8
20
12
Estimated Hourl Rates:
$56
$46
$38
$50 1
$38
$33
$23
$42
$30
Direct Labor Cost
S 1,792
$7,360
$10,944
$2,100 1
$2,280
$3,960 1
$184 1
$840
$360
Subtotal Direct Labor:
$32,920
Indirect Costs (171%):
$56,122
Total Labor Cost:
$88,942
Fee (15%):
$13,341
Subtotal Labor & Fees:
$102,284
Direct Non -Salary Cost:
Mileage & Expenses (Mileage @ $0.55/mile)
$222
Printing
$125
Subconsultant:
Geotechnical - S&EE, Inc.
$8,750
Wetland Report
$3,200
Subconsultant Overhead (10%)
TOTAL ESTIMATED COST:
(May 9. 2008)
$1,195
S115,775
Page 1 of
3 :moo
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0 500
Feet
CITY OF RENTON
LAKE WASHINGTON BOULEVARD
STORM & WATER IMPROVEMENTS
"I -my ISE
CONSULTING ENGINEERS
Steve Lee
From: Barry Baker [bbaker@g-o.com]
Sent: Wednesday, October 14, 2009 11:50 AM
To: Steve Lee
Subject: RE: Here you go Barry...
Attachments: Renton Lk WA Draft Scope_2009-10-14.doc
Steve,
Attached is a revised scope. I have a couple of questions that need to be determined in advance of submitting a final fee
estimate.
As you note in your e-mail, there is no environmental listed in the scope of work tasks. However, the City of Renton
added the text "The Consultant will determine if a Corps permit is required and submit appropriate federal permit if
deemed to be needed." The only way to accomplish this to have a qualified wetland biologist complete a site visit and
determine if the Corps is likely to exert jurisdiction. It is the Corps that determines if a permit is needed, not the
consultant. My understanding from an earlier conversation was that the City was comfortable that additional wetland
l work was not needed. If that is the case, we can leave it out of the scope but we would not have any responsibility for
making a determination if a Corps permit is likely. If you want us to include appropriate level review for the
wetlands/ditch, then we will need to add to the scope and the appropriate fee estimate Which would you like to see?
The City added text on the potential for concrete panels within the road section as follows: "G&O shall determine if
�Je��S&inch
oncrete plates exist in the project area within the road subgrade. It is assumed by G&O that there exists a minimum of
concrete panels within the roadway and all City standards shall be followed for patching." This will require coring
in the roadway and is an additional cost for the geotechnical engineer. We also assume for this work the City will be
providing traffic control. Please confirm these assumptions.
We contacted PSE on the utility pole relocation and the majority of engineering will be with PSE. They did state that the
planners normally are aware of developments of this size. The commercial service representative didn't have anything
on their files. Do you know if any coordination or application has been completed on behalf of Hawks Landing or the
City regarding this project?
Barry Baker, P.E.
Gray & Osborne, Inc
206-284-0860
From: Steve Lee [mailto:Slee@Rentonwa.gov]
Sent: Tuesday, October 06, 2009 4:37 PM
To: bbaker@g-o.com
Subject: Here you go Barry...
Also can you get us a schedule, redo the cost, and actual geo-tech costs with SSES? And in the scope it stated no
environmental, yet in the costs there was a cost for sub -consulting with a biologist.
Thanks!
-Steve
Carrie Olson
From:
Steve Lee
Sent:
Tuesday, September 15, 2009 2:52 PM
To:
Carrie Olson
Subject:
Request for SWP number and files
Attachments:
090914 ProjectRequestForm-LakeWashington.doc
Hi Carrie,
Attached is the request for a new SWP number on the Lake Washington Blvd — Hawks Landing Storm System
Improvement Project. Please feel free to contact me if you have any questions. Thanks for the assistance.
Steve Lee
Surface Water Utility
X7205
PROJECT REQUEST FORM
PLANNING/BUILDING/PUBLIC WORKS
(SOME SECTIONS APPLY TO CUP AND SOME APPLY TO DEVELOPER PROJECTS)
W
27
LOCATION I LJ M Work S ace: 12 File Ba Shelf #: I El Other:
PROJECT NAME: (TERTIARY) Lake Washington Blvd -Hawks Landing Storm System Improvement Project
(label line one)
(250 characters max)
Allowable Folder Title: (sEcoNDAY): (CIP Only) (enter or open pick list below) (label line two)
(WORKING FILE)
I Go to Utilities Pick List I
DESCRIPTION OF PROJECT: The project is located on Lake Washington Blvd near Exit 7 of 1405. Reroute
the existing 24" WSDOT storm line that is currently in a portion of City property that is to be vacated and lay a
new storm trunk -line to Lake Washington Boulevard. The new truck -line will be separated from the collection
storm catch basins and pipe. The new 24-inch storm truck -line will be approximately 1,000 feet in length and
include relocation of overhead power, construction of a pourous concrete sidewalk, curbing, catch basins and a
water quality treatment facility. A new 1250 feet water line will also connect to an existing 12-inch City water
line which ends south of May Creek bridge at approximately 620 feet south of the Hawk's Landing project. The
purpose of the water extension is to provide sufficient water capacity for fire protection to the adjoining
properties near the Exit 7 interchange including the Hawk's Landing project.
ADDRESS/STREET NAME(S): 4350 Lake Washington Blvd North, Renton, WA
DEV/CNTR/OWN/CNSLT:
OTHER ALIASES: Ripley Lane North, Seahawk Way, Lake Washington Boulevard, I-405, Exit 7, u65470,
Hawks Landing, and Hawks Landing Storm System Improvement Project.
Size of Waterline: N/A New & N/A New
Size of Sewerline: N/A New & N/A New
Size of Stormline: N/A New & N/A New
CHECK EACH DISCIPLINE INVOLVED IN PROJECT
LIT
Drwg # of sheets
❑
TED (roadway/drainage)
❑
❑
(off site improvements)
(include TESL)
❑
TRO (Signalization, Channelization, Lighting)
❑
❑
❑
WWP (wastewater)
❑
❑
(sanitary scwer main)
®
WTR (water) (Mains, Valves, Hydrants)
❑
❑
line. composite & HorizontalCtrl)
®
SWP (surface water imp.) May Creek
(CIP only)(include basin name)
❑
PLR (plan review) (Neccessary for developer files)
❑
(letter only)
090914 ProjmtRequestFort LakeWashington.doc
Comment [FRPfAF1]: This forth is used to
request a new project number, file and labeled
folders; or to request modifications of an existing
project (such as folder size/quantity). The project
will be assigned a file code and entered into
FILESYS4 and the requested labeled folders will
then be delivered to their shelves or desks Note: if
an allowable folder is not necessary, please specify
that by "N/A". Please fill out this form as
complacly as possible.
1) OW 353)
PLEASE CHECK THE DISCIPLINES WHICH NEED TO SIGN MYLARS:
❑ WATER ❑ WASTEWATER ❑ SURFACE WATER ❑ TRANSPORTATION FIRE
FOR FILE MAINTAINANCE USE ONLY
File Codes: Date Entered and Iabcls Made:
090914 ProjectRequmlFo-lakcWashington doc
RETURN TO TOP
CIP PROJECT FILE PICKLIST
UTILITIES
CORRESPONDENCE
®General — ----- ---- -----
®Consultant --------- --------- ---- --- ----------- —
®City -------- ----_____---__—___—_----- ----- —
®Other Agencies ----- —---- —--------------- —
®Contractor ---_—_____________—_—------------ —--- —
❑Grants/Loans ----------------------------------------------------- —
DESIGN/PLANNING
® Design-----------------------------------------------
❑Consultant Selection -----------------------------------
❑Contracts -------------- -------------- — ---
® Reports/Studies/Calculations---------___—_—____—_—__
❑Consultant Payments ---------_____—___—___�__
❑ AGREEMENTS--------_—__--_--_—__—_—_—__—_____—_
® SEPA ----------------------- —---- —---- —-------- ---- —---- ---------
❑ PERMITSIPLAN REVIEW ------ —-------------- —____—__
J EASEMENTS/DEEDS---------------------------------
CONSTRUCTION
®Bid Info ------- ------ ------------------------------
®Insurance & Legal Review ------ --------- -------
®Contract Document ---____—_—__—_—_____---__—____
®Submittals --------------------------------------------
®Pay Estimates ---_______----__--____-----__.__--------
®Change
® Inspection/Progress Reports --------------- —---- ---------
❑Construction Management Services --------_—_
❑Operations & Maintenance --------------- --
❑ LITIGATION -----------------------------------------
LID------ ---- — --------------------------------------
❑Public Notification ----_____________________________--__
❑Public Meetings ---------------------- ---_—______—___
❑Final Assessment Roll ------- —-------- ------- ---------------
❑Miscellaneous-------------------------------------------------
SAD------------- —---- -----------
❑Public Notification ----
❑Public Meetings ------
❑Final Assessment Roll
El Miscellaneous --------
090914 ProjectRequestForm-fakeWashington.doc
QUANTITY
Choose lFolder (size
2S (2" Shelf) 1
1S (1" Shelf) 1
2S (2" Shelf) 1
1S (1",Shelf) 1
1S (1" Shelf) 1
4S (4" Shelf)
4S (4" Shelf)
4S (4" Shelf)
4S (4" Shelf)
2S (2" Shelf)
1S (1" Shelf)
4S (4" Shelf)
2S (2" Shelf)
1S (1" Shelf)
2S (2" Shelf)
1S (1" Shelf)
Comment [FSC2]: Choose 1", 2", or4" side tab
for shelf storage ( I S. 2S, or 4S) OR I" top & side
tab for files kept at desks/file cabinets prior to
shelves (I IS)
Comment [Help3]: Geotech, Swveys, ac.
Comment [Help4]: Interlocal, Cost Sharing,
MOA's, etc.
Comment [Help5]: Bid Tab, Agenda Bill,
Ccnnmatee Relxxts
Comment [Help6]: Specs, Contract & Bid does.
Comment [Help7]: Materials, Shop Drawings,
Schedules, 'I saillc Control Plan
Comment [Help8]: Prevailing Wages
Comment [Helpg]: Photos. Site Condition
Reports
Comment [Help10]: (Consultant) Contract.
Invoices
Comment [Helpll]: C,eneral Infonnawm,
A-ual. As -built. S—ev Notes