HomeMy WebLinkAbout12 AMEND DOKKEN ENG FOR CIP 7131 12-04-07AGENDA REPORT
MEETING DATE: DECEMBER 4, 2007
TO: WILLIAM A. HUSTON, CITY MANAGER
FROM: PUBLIC WORKS DEPARTMENT/ENGINEERING DIVISION
SUBJECT: AMENDMENT TO THE CONSULTANT SERVICES AGREEMENT WITH
DOKKEN ENGINEERING FOR ADDITIONAL DESIGN SERVICES FOR
THE NEWPORT AVENUE EXTENSION PROJECT -PHASE II
(CIP NO. 7131)
SUMMARY
The Amendment to the Consultant Services Agreement between the City and Dokken
Engineering will provide additional Design Services for the Newport Avenue Extension
Project-Phase II (CIP No. 7131). The amendment amount is $452,854 and will result in
total engineering costs of $1,789,992. The total engineering cost equates to 4.84% of the
estimated construction cost ($37,000,000). Typically, a design fee in the range of 7-10% is
reasonable.
RECOMMENDATION
It is recommended that the City Council approve the Amendment to the Consultant
Services Agreement with Dokken Engineering (Dokken) to provide additional Design
Services for the Newport Avenue Extension Project-Phase II (CIP No. 7131), authorize the
Mayor and City Clerk to execute the Amendment on behalf of the City, and authorize staff
to move $192,854 from the appropriated acquisition budget to the final design budget.
FISCAL IMPACT
In the current FY 2007-2008 Capital Improvement Program budget there is design funding
of $312,495 allocated in the Newport Avenue Extension Project-Phase II (CIP No. 7131).
Current design related obligations results in an unencumbered balance of approximately
$260,000. The Amendment is in the amount of $452,854. Therefore, an additional
allocation of funds in the amount of $192,854 is required to sufficiently fund the Amendment.
One of the recommended actions is to transfer $192,854 from the appropriated acquisition
budget to the final design budget to adequately fund the Amendment.
BACKGROUND
On July 7, 1998, the City Council approved a Consultant Services Agreement in the not to
exceed amount of $1,603,250 with Dokken for the Newport Avenue Extension/SR-55 Ramp
Reconfiguration Project (CIP No. 7130) and Newport Avenue Extension Project-Phase II
(CIP No. 7131). Of the total contract amount, $590,145 was for the design of the Newport
Avenue Extension/SR-55 Ramp Reconfiguration Project and $1,013,105 was for the design
Amendment to the Consultant Services Agreement with Dokken Engineering for Additional
Design Services for the Newport Avenue Extension Project-Phase II (CIP No. 7131)
December 4, 2007
Page 2
of the Phase II Project. CIP No. 7130 is scheduled to be completed in the first quarter of
2008 and the design of Phase II (CIP No. 7131) has been completed to the degree that it
can be reviewed by the various approving agencies. These include the Orange County
Flood Control District (OCFCD), the Orange County Transportation Authority (OCTA), and
the Southern California Regional Rail Authority (SCRRA/Metrolink).
As a result of review comments from these agencies and consideration of construction
methodologies required during Phase I construction, several design changes are required to
be made to the plans and specifications for Phase II. These design changes include the
following:
• Caltrans Standard Specifications no longer require metric units of measure. When the
contract was first awarded to Dokken, Caltrans required that all design documents be in
metric units of measure. Additionally, the drainage channel, box culvert and storm drain
facilities owned and operated by OCFCD must be in English units to gain OCFCD
approval. Those facilities are shown not only on drainage sheets, but underlain on the
various roadway plans. SCRRA/Metrolink also requires English units for any revisions
to their facilities.
• Revise the Design Concept Approval Report (DCAR) and analyses for the F10 Channel
realignment to meet on-going criteria discussions with the Orange County Flood Control
District (OCFCD).
Dokken submitted a DCAR to the OCFCD in June 2006. This DCAR was consistent
with input from an OCFCD meeting held on November 3, 2003 and the Agency's design
manuals. The ultimate channel was to be designed for a certain flow, as discussed at
the meeting. Since this initial meeting, OCFCD has adopted higher ultimate channel
design flows. Dokken revised their ultimate design flows to meet the new OCFCD
requirements and is continuing coordination with the OCFCD on evaluations based on
the higher design criteria.
The Amendment only covers the cost of the newly required hydraulic modeling.
Revisions required to address various design standard requirements are being done as
part of Dokken Engineering's original scope of work.
• Prepare structural calculations, design plans and quantities for a custom box culvert
section for the realigned Santa Ana-Santa Fe Channel (F10) with the following special
features: non-standard oversized double cell box, openings for flow equalization, and
traffic rated lids for maintenance access roads.
Amendment to the Consultant Services Agreement with Dokken Engineering for Additional
Design Services for the Newport Avenue Extension Project-Phase II (CIP No. 7131)
December 4, 2007
Page 3
During the initial project scoping, it was anticipated that this box culvert would be a
Caltrans standard plan box culvert without the special features listed above. However,
during development of the channel concept report, it became apparent that a custom
designed box culvert will be necessary to meet the design requirements of the OCFCD.
New work will include elements that are required by the OCFCD design manual
addendums issued in November of 2000 that could not have been fully anticipated
during the project scoping prior to that date.
• Perform additional field borings. The original ground borings were performed in 1995
under a contract between Catellus Development Corporation (Catellus) and Dokken. At
the request of Catellus, the City became the lead entity in 1998 for design of both
phases. Since 1995, the standard of practice for field borings have changed
significantly. More detailed geotechnical analysis is now the standard of practice and is
accomplished through additional borings. Additionally, during construction of the
Newport Avenue Extension/SR-55 Ramp Reconstruction Project (CIP No. 7130), poor
soil conditions were discovered throughout the project limits and resulted in significant
costs to mitigate these conditions. The additional borings will allow the project design to
account for any similar mitigation measures before bids are received and conform to
current standard practice.
• Update. the temporary bypass track and main track design per the American Railway
Engineering and Maintenance Association (AREMA) 2007 standards and design
memorandum from SCRRA, dated June 2005. The designs will be updated to obtain
the maximum safe design speed considering the close proximity of SR-55.
Metrolink is now requiring a design memorandum with exhibits and cost estimates to
depict what it will take to construct 90 mph, 75 mph, and 60 mph temporary bypass
tracks in order to justify the need to slow down commuter trains at these locations.
Dokken will prepare additional design alternatives and cost estimates for temporary
bypass track speeds of 60 mph, 75 mph and 90 mph.
• Preparation of additional field surveys to establish exact locations of tracks and bridge
columns for the SR-55 undercrossing. This field data is necessary to design numerous
temporary bypass track configurations for Metrolink utilizing the entire available space
to complete the temporary bypass track tapers.
• Update the pump station plans and specifications to take advantage of currently
available equipment and control technology. The pump station plans will be brought up
to date and signed by currently Registered Engineers in the disciplines of Electrical,
Mechanical, and Structural Engineering. This task includes utilizing the expertise of a
subconsultant, mutually acceptable to the City and Dokken, to update the current pump
station design with current equipment and control design and specifications.
Amendment to the Consultant Services Agreement with Dokken Engineering for Additional
Design Services for the Newport Avenue Extension Project-Phase II (CIP No. 7131)
December 4, 2007
Page 4
Given current NPDES regulations and recent experience at other pump stations, the
pump station outfall may not be allowed to discharge into the storm water system or
pretreatment may be required. Discharge may have to flow to the sanitary sewer
system. Dokken will investigate current requirements and coordinate with OCFCD,
and Orange County Sanitation District (OCSD), if necessary, to gain concurrence on
outfall location and discharge requirement prior to completing design.
• Signing and striping plans will be updated to the 2006 California MUTCD standards.
• Prepare permit applications and respond to comments to obtain permits from SCRRA,
RWQCB, OCFCD, OCTA and BNSF. These services include computing impact areas,
writing descriptions of activities to occur during construction, completing permit
applications and preparation of exhibits. The City of Tustin will sign and submit the
permit applications along with any payments required. This scope expands the original
contract scope that included permits only from SCRRA and OCFCD.
Obtain current utility information and prepare a new set of relocation letters for City
signature requesting the relocation of all utilities in conflict with the current proposed
construction schedule. The letters will have the newly converted plans attached that
indicate proposed relocation positions. Additional meetings will be scheduled to
ensure the utilities begin relocation design and scheduling of the relocations. The City,
through a Utility Consultant, will arrange for relocation, including any necessary
relocation agreements, and manage the Rule 20A/B undergrounding project. Dokken
will coordinate with the City Utility Consultant to ensure consistency between the
various work products.
• It is anticipated additional potholing will be necessary in the area of the new box culvert
and for any new installations. Dokken will utilize locator services to perform "potholing"
of utilities that may be in conflict with the proposed project improvements. The
potholing effort will determine the depth and location of utilities that may be in conflict
with bridge abutments, pump station, roadway excavations, drainage facilities or
signal/electrical pole foundations. Up to 12 potholes will be performed.
• Prepare temporary traffic signal plans for stage construction at the intersection of
Newport Avenue and Sycamore Avenue.
• Additional meetings are anticipated between October 2007 and August 2009. Up to 20
meetings are expected to be necessary in the completion of the project.
• Project management support throughout the design process ending in March 2009.
Amendment to the Consultant Services Agreement with Dokken Engineering for Additional
Design Services for the Newport Avenue Extension Project-Phase II (CIP No. 7131)
December 4, 2007
Page 5
Based on the additional scope of services outlined above, Dokken has submitted a request
for additional compensation in the amount of $452,854. Staff has reviewed Dokken's
request and found it to be fair and reasonable based upon the significant amount of
additional design work they are expected to perform. It is, therefore, recommended that the
City Council approve the Amendment to the Consulting Services Agreement with Dokken
Engineering for the Newport Avenue Extension Project-Phase II (CIP No. 7131). The City
Attorney has reviewed the amendment and has signed it "Approved as to Form".
Tim D. Serlet
Director of Public Works/City Engineer
Dana R. Kasdan
Engineering Services Manager
Attachment: Amendment
Location Map
S:\Council Items\2007Wmend to CSA with Dokken CIP 7131.doc.
Amendment to
Consultant Services Agreement
THIS AMENDMENT to the CONSULTANT SERVICES AGREEMENT ("Amendment")
made and entered into this day of 2007 by and between the City of
Tustin, a municipal corporation, (hereinafter referred to as "City") and Dokken Engineering, Inc.
(hereinafter referred to as "Consultant").
WITNESSETH:
WHEREAS, City and Consultant entered into the Consultant Services Agreement on July
7, 1998 (the "Agreement") for the necessary engineering services for the Newport Avenue
Extension Project (hereinafter referred to as "Project"); and
WHEREAS, City desires to expand the scope of Consultant's original services to include
Change Order No. 7 for various engineering design services not included in the Agreement
dated July 7, 1998.
NOW THEREFORE, City and Consultant agree to amend the Agreement entered into on
July 7, 1998 for Phase II of the project as follows:
Section 1: Scope of Consultant's Services, Consultant agrees to furnish to City those
services which have been included within the Consultant's Contract Change Order No. 7 and
outlined in Consultant's letter dated October 29, 2007, and included herein as Exhibit "A".
Section 2: Compensation. Compensation for the proposed services shall not exceed
$452,854.00 as set forth in Exhibit "A" and progress payments will be made as set forth in
Section 3 of the original Agreement.
Section 3: Effect of Amendment. All other terms and conditions of the original agreement
shall remain in full force and effect.
IN WITNESS WHEREOF, this Amendment to the Consultant Services Agreement was
executed by the parties on the day and year first above written.
"CITY"
CITY OF TUSTIN
Lou Bone, Mayor
ATTEST:
Pamela Stoker, City Clerk
APPROVED AS TO FORM:
Douglas .Holland, City Attorney
`CONSULTANT'
DOKKEN ENGINEERING
Richard T. Liptak, President
1\Cot-second\engineering\CSA & RFP\2007\Newport Ext. Amendment.doc
Exhibit "A"
October 29, 2007
Mr. Dana Kasdan
Engineering Services Manager
CITY OF TUSTIN
300 Centennial Way
Tustin, CA 92780
RE: Newport Avenue Extension -Phase II North of Edinger Avenue (CIP 7131)
Request for Contract Change #7
Dear Mr. Kasdan:
Thank you for meeting with me on August 21, 2007 and September 27, 2007 to discuss
completion of the above referenced project and changes necessary to the contract between the
City of Tustin and Dokken Engineering for completion of the design (100% PS&E) package for
Phase II of the project. Based on those discussions, this letter is our request for Contract
Change #7 and includes a detailed description of the services not included in our current
contract.
The out of scope design services generating this request are generally associated with conversion
to English units of measure, specialty design of the box culvert, newly required advanced
hydraulic modeling, additional geotechnical exploration, continued utility coordination,
potholing and deign updates to make the project current with agency standards and current
technology. Following please find a "Description of Additional Scope of Services" which details
the new work by item for a total Contract Change No. 7 budget of $452,854. Design services for
Phase II, including this change request, remain competitive; totaling only 4.84% of the
$37 million estimated construction cost.
Description of Additional Scope of Services:
Dokken Engineering will complete 100% design and provide plans, specifications and estimate
for the above referenced project in accordance with the July 7, 1998 contract, as previously
amended, and the following additional scope of work and not-to-exceed budget. The cost for
these new items of work is based on and will be billed at current (2007) Dokken Engineering
billing rates. A Budget Estimate showing the estimated effort for each item is included as
Attachment A. A copy of our 2007 Rate Schedule is also included as Attachment B.
2365 Iron Point Road, Suite 200, Folsom, CA 95630 ^ Tele: 916.858.0642 • Fax: 916.858.0643 ^ www.dokkenengineering.com
Mr. Dana Kasdan
CITY OF TUSTIN
October 29, 2007
Page 2
ITEM of WORK COST
1. Units Conversion to English - In response to current requirements and $169,070
policies at OCFCD, SCRRA/Metrolink and Caltrans, the project will be
revised to English units of measure. For example, the drainage channel,
box culvert and storm drain facilities owned and operated by OCFCD
must be in English units to gain OCFCD approval. Those facilities are
shown not only on drainage sheets, but underlain on the various roadway
plans. It is not practical to leave the roadway dimensions in metric units,
with the flood control facilities shown on the same sheets in English
units. The risk of error during construction is too high. In addition,
Greenbook, Caltrans Standard Specifications and drawings, and current
bridge specifications no longer support metric units of measure. Again,
referencing between a partial metric plan set and English standards is
problematic. It is therefore necessary to convert the entire plan set to
English units.
Dokken Engineering will use the updated topographic mapping to
recreate the project layout lines in English units. All plan references to
stationing and offsets will be recaIculated~ and added to the plans in
English units. The conversion affects all 101 plan sheets, including
adjusting the layouts and all related sheets to new scaling and
modification of quantities to English units. Attached is a breakdown that
shows the time estimated for conversion of each sheet (Attachment C).
2. Structural Design of Box Culvert and Channel Access Walls - $26,100
Prepare structural calculations, design plans and quantities for a custom
box culvert section for Channel F10 with the following special features:
non-standard oversized two cell box, openings for flow equalization, and
traffic rated lid for maintenance access roads.
During the initial project scoping, it was anticipated that this box culvert
would be a Caltrans standard plan box culvert without the special
features listed above. However, during development of the channel
concept report, it became apparent that a custom design box culvert will
be necessary to meet the design requirements of the OCFCD.
Furthermore, the OCFCD has required the City provide equalization
openings within the box culvert where the Newport Avenue storm drain
enters the box.
New work will include preparation of customized layout, design and
detailing of channel retaining walls required to construct access ramps in
the OCFCD channel at each end of the box culvert. These project
elements are required by the OCFCD design manual addendums issued in
November of 2000 and could not have been fully anticipated during the
project scoping prior to that date.
Mr. Dana Kasdan
CITY OF TUSTIN
October 29, 2007
Page 3
3. Flood Control Revised Analysis -Revise the Design Concept Approval $10,000
Report (DCAR) and analyses for the F10 Channel realignment to meet
on-going criteria discussions with the Orange County Flood Control
District (OCFCD).
Dokken Engineering submitted a DCAR to the OCFCD on June 2006.
This DCAR was consistent with input from OCFCD meeting on
November 3, 2003 and the Agency's design manuals. The ultimate
channel was to be designed for Q=3310 cfs, as discussed at that meeting.
Dokken Engineering prepared additional channel analysis between
March 2007 and October 2007 to provide OCFCD with bank full
scenarios in addition to simply analyzing the design flow events and
reporting the resulting freeboard. During a meeting on April 25, 2007,
the OCFCD provided a 1989 flood map which indicated the ultimate
channel should be designed to carry Q=3703 cfs (not the 3310 cfs
previously discussed). Dokken Engineering revised our ultimate channel
analyses for this higher Q and continued coordination with OCFCD on
evaluations of the bank full capacities.
As a result of the recent on-going reviews by the OCFCD, the channel
analysis, transitions, and conform tapers are all under revision. Dokken
Engineering will coordinate the approval of these revisions with the
OCFCD and revise the channel design plans as necessary for approval.
Contract Change Request #7 is only for the cost of the newly required
hydraulic modeling of the full bank scenarios and ultimate channel
compatibility with future OCFCD improvements on adjacent channel
segments. Revisions required to address various design standard
requirements are being done as part of Dokken Engineering's original
scope of work.
4. Additional Geotechnical Work -Perform additional field borings. The $54,700
original borings were done in 1995 when the standard of practice was not
to bore each foundation location or minor structure. Current standard of
practice is to bore each location for abutments, bents, and minor
structures. Therefore, it is proposed to fill in the missing locations and
update the location of anticipated groundwater, which has likely changed
during the 12 years since the original borings.
The following specific additional borings will be taken:
• For the railroad bridge, two (2) borings drilled to depths of 120-feet
for the proposed deep large diameter CIDH piles.
• For the culvert and storm sewer tie-in, five (5) borings to depths of
30-feet for the foundation design, slope stability analysis, temporary
Mr. Dana Kasdan
CITY OF TUSTIN
October 29, 2007
Page 4
shoring recommendations, and groundwater conditions. At least one
of these borings should be made into a monitoring well if
groundwater is encountered.
• For the seal slab, one (1) 75-foot boring to be made into a well to
provide static water level measurements for the design of the seal
slab. The well will be grouted below the seal slab to measure the
groundwater conditions in the soils where the slab is to be placed.
• For the small retaining walls and noise walls, two (2} borings to
depths of 15-feet.
• For the jack-and-bore of the storm sewer under the railroad, one (1)
25-foot boring.
Provide specific foundation recommendations for the channel access
walls and the channel box culvert. These recommendations will be in a
memorandum to supplement the "Geotechnical Evaluation, Newport
Avenue Extension -Phase 2" report dated November 22, 1999 by
Ninyo and Moore.
Prepare updated Logs of Test Borings sheets in English units to show the
prior and current borings. The LOTB's will be revised to the new
stationing and be signed by a currently Registered Professional Engineer.
5. Metrolink/SCRRA Shoofly Redesign -Update the shoofly and track $15,880
design per AREMA 2007, SCRRA English units requirements, and
design memorandums from SCRRA, dated June 2005. The designs will
be updated for English units and obtain the maximum safe design speed
considering the close proximity of SR-55.
Metrolink is now requiring a design memorandum with exhibits and cost
estimates to depict what it will take to construct 90 mph, 75 mph, and
60 mph shooflies in order to justify the need to slow down commuter
trains for the shoofly. Dokken Engineering will prepare additional
shoofly design alternatives and cost estimates for shoofly speeds of
60 mph, 75 mph and 90 mph.
6. Additional Surveys along Metrolink -Preparation of additional field $9,920
surveys to establish exact locations of tracks and bridge columns for the
SR-55 undercrossing. This field data is necessary to design numerous
shoofly configurations for Metrolink utilizing the entire available space
to complete the shoofly tapers.
Mr. Dana Kasdan
CITY OF TUSTIN
October 29, 2007
Page 5
7. Pump Station Update to Current Standards -Update the pump station $68,640
plans and specifications to take advantage of currently available
equipment and control technology. The pump station plans will be
brought to date and signed by currently Registered Engineers in the
disciplines of Electrical, Mechanical, and Structural Engineering. This
task includes utilizing the expertise of a subconsultant, mutually
acceptable to the City and Dokken Engineering, to update the current
pump station design with current equipment and control design and
specifications.
Given current NPDES regulations and recent experience at other pump
stations, the pump station outfall may not be allowed to discharge into
the storm water system, or pretreatment may be required. Discharge may
have to flow to the sanitary system. Dokken Engineering will investigate
current requirements and coordinate with OCFCD, and Orange County
Sanitation District, if necessary, to gain concurrence on outfall location
and discharge requirements prior to completing design.
8. MUTCD Signing and Striping Update -Signing and striping plans will $5,272
be updated to the 2006 California MLTTCD standards.
9. Permitting -Prepare permit applications and respond to comments to $10,320
obtain permits from SCRRA, RWQCB, OCFCD, OCTA and BNSF.
These services include computing impact areas, writing descriptions of
activities to occur during construction, completing permit applications
and preparation of exhibits. The City of Tustin will sign and submit the
permit applications along with any payments required. This scope
expands the original contract scope that included permits from SCRRA
and OCFCD.
10. Utility Coordination -Obtain current utility information and prepare a $18,240
new set of relocation letters for City signature requesting the relocation
of all utilities in conflict with the current proposed construction schedule.
The letters will have the newly converted plans attached that indicate
proposed relocation positions. Additional meetings will be scheduled to
ensure the utilities begin relocation design and scheduling of the
relocations. The City, through a Utility Consultant, will arrange for
relocation, including any necessary relocation agreements, and manage
the Rule 20A/B undergrounding project. Dokken Engineering will
coordinate with the City Utility Consultant to ensure consistency between
the various work products.
Mr. Dana Kasdan
CITY OF TUSTIN
October 29, 2007
Page 6
11. Potholing - It is anticipated additional potholing will be necessary in the $17,904
area of the new box culvert and for any new installations. Dokken
Engineering will utilize locator services to perform "potholing" of
utilities that may be in conflict with the proposed project improvements.
The potholing effort will determine the depth and location of utilities that
may be in conflict with bridge abutments, pump station, roadway
excavations, drainage facilities or signaUelectrical pole foundations.
Up to 12 potholes will be performed.
12. Stage Construction Traffic Signal -Prepare temporary traffic signal $12,160
plans for stage construction at the intersection of Newport Avenue and
Sycamore Avenue.
13. Meetings -Additional meetings are anticipated between October 2007 $17,480
and August 2009. Up to 20 meetings are expected to be necessary in the
completion of the project.
14. Project Maintenance and Restart Design -Project support of three $17,168
(3) hours per month for 24 months ending March 2009. Restart costs to
get nine staff up date on the project and recover work products after a
three year time lapse since the 90% design was submitted.
Total Request for Contract Change #7: $452,854
Dokken Engineering recommends the City authorize these engineering services as we work
together toward the completion of this important project. We have also attached a Milestone
Schedule for these final design services (Attachment D).
We recognize this is the seventh change request to this professional services contract, but it is
important to note overall cost of services to date are far below industry accepted standards for
such a complex project. Following is a summary of the Phase II design services and the cost as a
percentage of the estimated construction cost.
Mr. Dana Kasdan
CITY OF TUSTIN
October 29, 2007
Page 7
Original Contract - Ph II July 7, 1998 $1,013,105
CCO #1 N/A Valencia Avenue Phase I
CCO #2 N/A UG Phase I
CCO #3 November 14, 2002 $53,200 Extend to Myrtle
CCO #4 May 17, 2005 $83,735 Sound Walls, Tustin Grove
Drive; Revise Curb Ramps
CCO #5 December 29, 2005 N/A Const. Support Phase I
CCO #6 November 1, 2006 N/A Const. Support Phase I
This CCO #7 $452,854
PO #P5080 April 2006 $31,335 ROW Services
PO #P5081 April 2006 $115,995 ROW Services
PO #P5889 July 7, 2007 39,768 English Topo
Total Phase II Design Services $1,789,992
Estimated Construction Cost $37,000,000
Total as % of Construction 4.84%
Matt Griggs and I are fully committed to quality completion of this project with the utmost
attention to detail in the plans, specifications, items, conforms, permitting and agency
coordination. If you have any questions with this request, please call me at (916) 858-0642.
Sincerely,
DOKKEN ENG RING
Elizabeth B. Diamond, PE
Director of Engineering
Attachments: A. Contract Amendment No. 7 -Budget Estimate
B. 2007 Billing Rates
C. Breakdown for Conversion to Metric
D. Milestone Schedule
cc: Dennis Jue, Tustin Project Manager
Rick Liptak, President, Dokken Engineering
Matt Griggs, Project Manager
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ATTACHMENT B
RATE SCHEDULE
Effective June 1, 2007 through May 31, 2008
Professional and supporting staff services will be billed at the following hourly rates:
Principal $200.00 - $270.00
Project Manager $160.00 - $220.00
Senior Engineer $140.00 - $190.00
Associate Engineer $125.00 - $150.00
Environmental Specialist $90.00 - $145.00
CAD/Detailer $85.00 - $140.00
Assistant Engineer $80.00 - $105.00
Engineering Technician $55.00 - $85.00
Administrative/Clerical $45.00 - $125.00
Ordinary supplies and equipment are included in the above hourly rates. The following
are considered items of special charge and their costs will be added at the following
rates
Mileage
Travel Expenses
Per Diem
Outside Reproduction
Richard T. Liptak
President
$.485/mile
Actual Cost
$138.00/day
Actual Cost
Richard T. Liptak
President
2365 Iron Point Road, Suite 200, Folsom, CA 95630 Tele: 916.858.0642 Fax: 916.858.0643 www.dokkenengineering.com
ATTACHMENT C
City of Tustin -Newport Avenue/SR55 Project -Phase II
Change Request No. 7 -Breakdown for Conversion to Metric
Prepared by: M. Griggs
Last Revised: 10/2/2007
Sheet Category # Sheets Hours/sht Total Hrs
Difficult (D) 1 1 32 352
Medium (M) 64 12 768
Light (L) 26 8 208
Total 101 1328
Sheet Type # Sheets Category
Title Sheet 1 L
Construction Notes 1 L
Typical Sections 5 M
Plan and Profiles 3 D
Construction Details 9 M
Grading Plans 3 M
Storm Drain Plans 5 D
Storm Drain Pump Station 1 1 L
Utility Plans 3 L
Signing & Striping 4 M
Traffic Signal & Street Lighting S L
Soundwalls 5 L
Seal Slab Layout Sheets 3 D
Seal Slab Detail Sheets 7 M
Underpass 27 M
Shoofly 3 M
Channel 6 M
recut sheets for english scale and rework profiles
recut sheets for english scale and rework profiles
scale and reference adjustments
scale and reference adjustments
Total 101
ATTACHMENT D
City of Tustin
Newport Avenue Extension North of Edinger Avenue (CIP 7131)
MILESTONE SCHEDULE -FINAL DESIGN
Revised 10/29/07
DESIGN -Start Topography Conversion Done
PSOMAS -Obtain updated topographic mapping Done
CITY -Authorize English Conversion In Progress
OCFCD -Provide written response to Channel Report (May 07) Done
LTTIL -Send out Relocation Letters Dec 2007
DESIGN - Finalize channel configuration with OCFCD Jan 2008
UTIL -Pothole for existing utility conflicts Jan 2008
DESIGN - 100°Io Plans to City w/ response to comments
Channel Plans not finalized Feb 2008
DESIGN -Complete Pump Station update Feb 2008
DESIGN -Additional Borings drilled Feb 2008
DESIGN -Submit Draft Plans & Specifications in English Feb 2008
CITY -Review Draft Plans & Specifications Mar 2008
ROW -Complete Appraisals Apr 2008
DESIGN -Complete for Outside Agency Review
With Channel Plans Apr 2008
ROW -Offer Letters May 2008
DESIGN -Adjust PS&E for ROW and permit results June 2008
UTIL -Send Follow up Relocation Letter July 2008
DESIGN -Advertise Contract Mar 2009
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