R-2016-096 2016-06-13RESOLUTION NO. R2016-96
A Resolution of the City Council of the City of Pearland, Texas, authorizing the
City Manager or his designee to enter into a contract with ARKK Engineers, in
an amount not to exceed $1,387,975.00, for professional services associated
with the design of East Orange Street Reconstruction, Linwood Street
Drainage, and Old Alvin Road Widening Project; and authorizing the
appropriation of $600,000.00 from the Fund 501 fund balance.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain contract by and between the City of Pearland and ARKK
Engineers , a copy of which is attached hereto as Exhibit "A" and made a part hereof for all
purposes, is hereby authorized and approved.
Section 2.
hereby approved.
Section 3.
That the appropriation of S600.000.00 from the Fund 501 fund balance is
That the City Manager or his designee is hereby authorized to execute and
the City Secretary to attest a contract with ARKK Engineers, for the professional services associated
with the design of East Orange Street Reconstruction, Linwood Street Drainage, and Old Alvin Road
Widening Project.
PASSED, APPROVED and ADOPTED this the 13TH day of June, A.D., 2016.
ATTEST:
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
TOM REID
MAYOR
Resolution No. R2016-96
Exhibit "A"
CONTRACT FOR PROFESSIONAL SERVICES
THIS CONTRACT is entered into upon final execution by and between the City of Pearland
("CITY") and ARKK Engineers ("CONSULTANT").
The CITY engages the CONSULTANT to perform professional services for a project known and
described as East Orange Street Reconstruction TR1703. Linwood Street Drainage DR1601. and
Old Alvin Road Widening T20002 ("PROJECTS").
SECTION I - SERVICES OF THE CONSULTANT
The CONSULTANT shall perform the following professional services to CITY standards and in
accordance with the degree of care and skill that a professional in Texas would exercise under
the same or similar circumstances:
A. The CONSULTANT shall perform engineering services. See Exhibit A, attached,
for a detailed SCOPE OF WORK and PROJECT schedule. The PROJECT
schedule shall be submitted in digital and hard copy form in the Microsoft Project
for Windows format.
B. The CONSULTANT shall prepare and submit a detailed opinion of estimated cost
of the PROJECT.
C. The CONSULTANT acknowledges that the CITY (through its employee
handbook) considers the following to be misconduct that is grounds for
termination of a CITY employee: Any fraud, forgery, misappropriation of funds,
receiving payment for services not performed or for hours not worked,
mishandling or untruthful reporting of money transactions, destruction of assets,
embezzlement, accepting materials of value from vendors, or consultants, and/or
collecting reimbursement of expenses made for the benefit of the CITY. The
CONSULTANT agrees that it will not, directly or indirectly; encourage a CITY
employee to engage in such misconduct.
D. The CONSULTANT shall submit all final construction documents in both hard
copy and electronic format. Plans shall be AutoCAD compatible and all other
documents shall be Microsoft Office compatible. The software version used shall
be compatible to current CITY standards. Other support documents, for example,
structural calculations, drainage reports and geotechnical reports, shall be
submitted in hard copy only._All Record Drawings electronic files shall be
submitted to the CITY in TIF format.
E. The CONSULTANT recognizes that all drawings, special provisions, field survey
notes, reports, estimates and any and all other documents or work product
generated by the CONSULTANT under the CONTRACT shall be delivered to the
CITY upon request, shall become subject to the Open Records Laws of this State.
Design I of6 DI. Revised 1/14
F. The CONSULTANT shall procure and maintain for the duration of this
Agreement, insurance against claims for injuries to persons, damages to property,
or any errors and omissions relating to the performance of any work by the
CONSULTANT, its agents, employees or subcontractors under this Agreement,
as follows:
(1) Workers' Compensation as required by law.
(2) Professional Liability Insurance in an amount not less than $1,000,000 in
the aggregate.
(3)
Comprehensive General Liability and Property Damage Insurance with
minimum limits of $1,000,000 for injury or death of any one person,
$1,000,000 for each occurrence, and $1,000,000 for each occurrence of
damage to or destruction of property.
(4) Comprehensive Automobile and Truck Liability Insurance covering
owned, hired, and non -owned vehicles, with minimum limits of
$1,000,000 for injury or death of any one person, $1,000,000 for each
occurrence, and $1,000,000 for property damage.
The CONSULTANT shall include the CITY as an additional insured under the
policies, with the exception of the Professional Liability Insurance and Workers'
Compensation. Certificates of Insurance and endorsements shall be furnished to
the CITY before work commences. Each insurance policy shall be endorsed to
state that coverage shall not be suspended, voided, canceled, and/or reduced in
coverage or in limits ("Change in Coverage") except with prior written consent of
the CITY and only after the CITY has been provided with written notice of such
Change in Coverage, such notice to be sent to the CITY either by hand delivery to
the City Manager or by certified mail, return receipt requested, and received by
the City no fewer than thirty (30) days prior to the effective date of such Change
in Coverage. Prior to commencing services under this CONTRACT,
CONSULTANT shall furnish CITY with Certificates of Insurance, or formal
endorsements as required by this CONTRACT, issued by CONSULTANT'S
insurer(s), as evidence that policies providing the required coverage, conditions,
and limits required by this CONTRACT are in full force and effect.
Design 2 of6 DI. Revised 1/14
G. The CONSULTANT shall indemnify and hold the CITY, its officers, agents, and
employees, harmless from any claim, loss, damage, suit, and liability of every
kind for which CONSULTANT is legally liable, including all expenses of
litigation, court costs, and attorney's fees, for injury to or death of any person, for
damage to any property, or errors in design, any of which are caused by the
negligent act or omission of the CONSULTANT, his officers, employees, agents,
or subcontractors under this CONTRACT.
H. All parties intend that the CONSULTANT, in performing services pursuant to this
CONTRACT, shall act as an independent contractor and shall have control of its
own work and the manner in which it is performed. The CONSULTANT is not to
be considered an agent or employee of the CITY.
SECTION II - PERIOD OF SERVICE
This CONTRACT will be binding upon execution and end August 1, 2018.
SECTION III - CONSULTANT'S COMPENSATION
A. The total compensation for the services performed shall not exceed the total noted
in Section B.
B. The CITY shall pay the CONSULTANT in installments based upon monthly
progress reports and detailed invoices submitted by the CONSULTANT based
upon the following:
1. Basic Services (Lump Sum) $1,045,330.00
2. Additional Services shall require independent and specific authorization
and shall be billed as (Lump Sum): $118,000.00
3. Bid Phase Services (Hourly Not to Exceed) $13,830.00
4. Construction Phase Services (Hourly Not to Exceed) $186,815.00
5. Reimbursable Expenses (Not to Exceed) $24,000.00
6. Total: $ I ,387,975.00
C. The CITY shall make payments to the CONSULTANT within thirty (30) days
after receipt and approval of a detailed invoice. Invoices shall be submitted on a
monthly basis.
Design 3 of6 DI. Revised 1/14
SECTION IV - THE CITY'S RESPONSIBILITIES
A. The CITY shall designate a project manager during the term of this CONTRACT.
The project manager has the authority to administer this CONTRACT and shall
monitor compliance with all terms and conditions stated herein. All requests for
information from or a decision by the CITY on any aspect of the work shall be
directed to the project manager.
B. The CITY shall review submittals by the CONSULTANT and provide prompt
response to questions and rendering of decisions pertaining thereto, to minimize
delay in the progress of the CONSULTANT'S work. The CITY will keep the
CONSULTANT advised concerning the progress of the CITY'S review of the
work. The CONSULTANT agrees that the CITY'S inspection, review,
acceptance or approval of CONSULTANT'S work shall not relieve
CONSULTANT'S responsibility for errors or.omissions of the CONSULTANT or
its sub-consultant(s) or in any way affect the CONSULTANT'S status as an
independent contractor of the CITY.
SECTION V - TERMINATION
A. The CITY, at its sole discretion, may terminate this CONTRACT for any reason -
- with or without cause -- by delivering written notice to CONSULTANT
personally or by certified mail at 7322 Southwest Freeway Suite 1040, Houston,
Texas 77074. Immediately after receiving such written notice, the
CONSULTANT shall discontinue providing the services under this CONTRACT.
B. If this CONTRACT is terminated, CONSULTANT shall deliver to the CITY all
drawings, special provisions, field survey notes, reports, estimates and any and all
other documents or work product generated by the CONSULTANT under the
CONTRACT, entirely or partially completed, together with all unused materials
supplied by the CITY on or before the 15`" day following termination of the
CONTRACT.
C. In the event of such termination, the CONSULTANT shall be paid for services
performed prior to receipt of the written notice of termination. The CITY shall
make final payment within sixty (60) days after the CONSULTANT has delivered
to the CITY a detailed invoice for services rendered and the documents or work
product generated by the CONSULTANT under the CONTRACT.
D. 11' the remuneration scheduled under this contract is based upon a fixed fee or
definitely ascertainable sum, the portion of such sum payable shall be
proportionate to the percentage of services completed by the CONSULTANT
based upon the scope of work.
Design 4 of 6 DI. Revised 1/14
E. In the event this CONTRACT is terminated, the CITY shall have the option of
completing the work, or entering into a CONTRACT with another party for the
completion of the work.
F. If the CITY terminates this CONTRACT for cause and/or if the CONSULTANT
breaches any provision of this CONTRACT, then the CITY shall have all rights
and remedies in law and/or equity against CONSULTANT. Venue for any action
or dispute arising out of or relating to this CONTRACT shall be in Brazoria
County, Texas. The laws of the State of Texas shall govern the terms of this
CONTRACT. The prevailing party in the action shall be entitled to recover its
actual damages with interest, attorney's fees, costs and expenses incurred in
connection with the dispute and/or action. CONSULTANT and CITY desire an
expeditious means to resolve any disputes that may arise between under this
CONTRACT. To accomplish this, the parties agree to mediation as follows: If a
dispute arises out of or relates to this CONTRACT, or the breach thereof, and if
the dispute cannot be settled through negotiation, then the parties agree first to try
in good faith, and before pursuing any legal remedies, to settle the dispute by
mediation of a third party who will be selected by agreement of the parties.
SECTION VI — ENTIRE AGREEMENT
This CONTRACT represents the entire agreement between the CITY and the CONSULTANT
and supersedes all prior negotiations, representations, or contracts, either written or oral. This
CONTRACT may be amended only by written instrument signed by both parties.
SECTION VII — COVENANT AGAINST CONTINGENT FEES
The CONSULTANT affirms that he has not employed or retained any company or person, other
than a bona fide employee working for the CONSULTANT to solicit or secure this
CONTRACT, and that he has not paid or agreed to pay any company or person, other than a
bona fide employee, any fee, commission, percentage brokerage fee, gift, or any other
consideration, contingent upon or resulting from the award or making of the CONTRACT. For
breach or violation of this clause, the CITY may terminate this CONTRACT without liability,
and in its discretion, may deduct from the CONTRACT price or consideration, or otherwise
recover, the full amount of such fee, commission, percentage brokerage fee, gift, or contingent
fee that has been paid.
Design 5 of6 D1. Revised 1/14
SECTION VIII- SUCCESSORS AND ASSIGNS
This CONTRACT shall not be assignable except upon the written consent of the parties hereto.
‘410
CI ►irriF PE RLAND, TEXAS DATE
SULTA T
523-20g,
DATE
Design 6 of 6 DI. Revised 1/14
ARKKENGINEERS
April 6, 2016
Revised May 6, 2016
Ms. Susan Polka, P.E.
Director of Engineering
City of Pearland
3519 Liberty Drive
Pearland, TX 77581
Re: Proposal for Engineering Services for:
East Orange Street Reconstruction — Main St. to Schleider Drive
OId Alvin Road — Plum Street to McHard Road
Linwood Street — East Orange Street to Old Alvin Road
Multi -Use Trail — Town Ditch from Main Street to OId Alvin Road
Dear Ms. Polka:
As requested, ARKK Engineers, LLC (ARKK) is pleased to submit this proposal for performing
engineering services related to paving, drainage, and trail improvements in Old Town Pearland.
The proposal is based on our understanding of the project as discussed in our previous meetings
and conversations. The main project elements include:
East Orange Street — East Orange Street will be reconstructed as a concrete curb and gutter street
between Main Street (Hwy 35) and Schleider Drive. The distance of street to be reconstructed is
approximately 4,700 linear feet. Underground storm sewers will be installed, and designed to
City criteria. For the segment between Main Street and OId Alvin Road, it is anticipated that the
City will choose to reconstruct this segment as a 2 -lane curb and gutter street, with or without a
continuous center turn lane. The existing right-of-way limits of Orange Street between Main
Street and OId Alvin are presently not well-defined, as the original lots extended to the center of
the street. It is estimated that the prescriptive easement width of East Orange Street in that area
is approximately 60 -feet wide. Therefore, it is possible that additional right-of-way may be
needed, depending on the selected roadway configuration. East of Old Alvin Road, East Orange
Street is expected to be as a 2 -lane residential concrete curb and gutter street between East
Orange Street and Old Alvin Road. No water and wastewater utility improvements are proposed,
other than adjustments to meet proposed finished grade or minor relocations.
Sidewalks are proposed to be replaced in the segment between Main Street and OId Alvin Road.
East of OId Alvin Road, new sidewalks will be added if desired by the City.
OId Alvin Road — OId Alvin Road will be reconstructed as a concrete curb and gutter street
between Plum Street and McHard Road. The distance of street to be reconstructed is
Page 1 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
approximately 5,280 feet. The section between East Orange Street and McHard Road is planned
to be 4 lanes wide. The segment between Plum Street and Orange Street is planned to be 3 lanes
wide (2 thru lanes and one continuous turn lane). The right-of-way width is approximately 80 -
feet wide. Underground storm sewers will be installed, and designed to City criteria.
As part of the project, a stormwater detention pond is proposed to be constructed on a property
located adjacent to the western right-of-way line of OId Alvin Road, near Town Ditch. The
detention pond will be sized in accordance with the City's requirements for impacts due to the
reconstruction of the three streets (Old Alvin, Orange, and Linwood), and also the multi -use trail.
The City does not presently own this property. A budget item is included in this proposal for a
boundary survey, environmental study, and boundary description for a detention pond tract to
be acquired and possibly cut out of the larger tract.
On the segment of Old Alvin Road between Plum Street and Orange Street, new sidewalks may
be added if desired by the City. On the segment between Orange Street and McHard, the existing
sidewalk on the east right-of-way line is proposed to remain in place if possible, and no sidewalks
are proposed along the west side of the road.
At the intersection of Old Alvin Road and McHard, it is planned to connect to the existing
intersection approach concrete pavement. The existing intersection allows for 4 lanes of OId
Alvin, plus a left turn lane, therefore no intersection improvements at McHard are proposed. No
traffic signal modifications are proposed.
Along Old Alvin Road, left turn lanes are proposed to be placed at the intersection of Shady Gate
Lane, Jasterstone Lane, and at the rear access drive into Cockrell Elementary School.
At the Town Ditch crossing, it is proposed that the existing crossing remain in place, as it was
recently installed and provides sufficient width for the proposed improvements.
The City has recently installed a water line along the west right-of-way of OId Alvin Road. It is
proposed that this water line remain in place and not be relocated. There are several existing
fire hydrants along the route that may require relocation. No wastewater system improvements
are proposed, other than adjustments to manholes to match grade.
Linwood Street — Linwood Street will be reconstructed as a 2 -lane residential concrete curb and
gutter street between East Orange Street and Old Alvin Road. The distance of street to be
reconstructed is approximately 1,300 linear feet. The existing right-of-way width is
approximately 60 feet. Underground storm sewers will be installed, and designed to City criteria.
New sidewalks may be added if desired by the City. No water and wastewater utility
improvements are proposed, other than adjustments to meet proposed finished grade or minor
relocation.
Page 2 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
Town Ditch Multi -Use Trail — As part of the City's Trail Connectivity Project Phase III, a multi -use
trail is proposed to be constructed along the north bank of Town Ditch between Main Street and
Old Alvin Road, connecting to existing sidewalks and trails. The proposed trail material may be
concrete, crushed granite, asphalt, or other stabilized material as desired by the City. The
anticipated trail width is between 6 and 10 feet, depending on City preference. Drainage across
the sidewalk and will be addressed in the design. It is anticipated that the trail will be placed on
property owned or maintained by Brazoria County Drainage District No. 4 ("DD4"), and that the
City will enter into an interlocal agreement with DD4 regarding the maintenance and
construction of the trail. It is not anticipated that a new easement will be dedicated or that a
metes and bounds property description will be required.
SCOPE OF SERVICES
I. PRELIMINARY ENGINEERING DESIGN PHASE
A. Basic Services to be Performed During the Preliminary Design Phase:
• Conduct a kickoff meeting with the City.
• Employ and coordinate with project sub -consultants, to include civil, geotechnical,
surveying, environmental, and arborist.
• Compile a list of design criteria/assumptions/exceptions for the Project for the
Owner's review and approval.
• Obtain from the City available water, sanitary sewer, and storm sewer block maps,
designated as-built/record drawings, LIDAR data, 0 & M records as part of the data
collection efforts.
• Request from private utility companies their available utility/maintenance schedules
and locations as part of the data collection efforts.
• Perform a site reconnaissance visit to all the streets identified as part of the Project.
• Verify pavement conditions and existing City utility locations.
• Assess potential right-of-way conflicts as well as compliance with design criteria
developed above.
• Photograph the streets included in the project for record purposes.
Page 3 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
• Coordinate with other governmental entities which may be impacted by the project
such as TxDOT (for Main Street) and DD4 (for Town Ditch).
• Perform drainage calculations in accordance with the City's standard drainage criteria
to provide:
o Size of the major collector storm sewers, box culverts, and open ditches that may
be recommended;
o A summary of any easement needs that are anticipated;
o An estimation of storm mitigation volume (storage) to mitigate the impacts of any
improved outfalls;
o The size and location approximate location of gutter inlets that may be located
along the roadway;
o A recommendation on the magnitude of the design storm of the major drainage
collector infrastructure and for the smaller collector storm sewer pipes and box
culverts.
• Attend City Council workshops(s) session and public meeting(s) to present the study
results, if requested by the City.
• For project areas in which a Preliminary Engineering Report has not been previously
prepared, ARKK will prepare a 30% submittal report (the "30% Report") which will
contain plan and profile drawings of the existing background and proposed facilities
in plan view only, along with the findings, comparisons of alternatives, and
recommendations for the Project. This 30% Report will be accompanied by an
engineer's opinion of total project construction cost for each alternative which is so
recommended for the Project with each component separately itemized, including
the following, which will be separately itemized: opinion of probable construction
cost, allowances for contingencies, and for the estimated total project costs. The 30%
Report shall also include an overall exhibit showing the Project streets and the
representative photographs of the streets considered for this project. The 30%
Reports will be organized as follows:
o Report 1— East Orange Street Reconstruction — Main Street to Schleider.
o Report 2 — Hydraulic Impact Analysis to Town Ditch per GC Engineering's attached
proposal.
o Report 3 — Town Ditch Multi -Use Trail Preliminary Engineering Report
Reports have previously been prepared for Linwood Street and Old Alvin Road
reconstruction projects.
Page 4 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
• Furnish three (3) review copies of the 30% Report, plus one (1) electronic copy to
Owner within one hundred and fifty (150) calendar days of authorization to begin
services and review the 30% Report with the Owner.
• Revise the 30% Report in response to Owner's comments, as appropriate, and furnish
three (3) hard copies and one electronic of the final report within fourteen (14)
calendar days upon receipt of review comments from the Owner.
• The Engineer's services under the Preliminary Design Phase will be considered
complete on the date when the final copies of the revised 30% Report has been
delivered to and accepted by the Owner.
• Design Survey Basic Services
o Design Phase survey services will be performed as described in the attached
professional surveying services proposal by C.L. Davis & Co. to ARKK Engineers
dated March 23, 2016.
o The general scope of work includes topographic surveying for all project areas,
except for the areas of Orange Street, Linwood Street, and Old Alvin Road that
were recently surveyed by Ellis Surveying under a separate contract.
o The scope of work includes right-of-way research for all project areas.
o The scope of work includes obtaining finished floor elevations of homes located
along the south side of Orange Street.
B. Additional Services Performed During the Preliminary Engineering Design Phase:
• Hydraulic Impact Study
o This analysis will be undertaken in the event that it is required by either DD4 or
the City of Pearland in order to quantify the drainage impact to Town Ditch using
effective HEC -HMS and HEC -RAS models. If the storm water outfall pipes into
Town Ditch are increased in size, or if drainage from adjacent basins are diverted
to the new Old Alvin Road storm sewer system, it is likely that DD4 will require
that this detailed Hydraulic Impact Study be performed.
o The Hydraulic Impact Study will be performed as described in the attached
professional engineering services proposal by GC Engineering to ARKK Engineers.
C. Reimbursable Expenses Performed During the Preliminary Engineering Design Phase:
Page 5 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
• Reproduction
o Costs for reproduction will be charged under special services for reproduction of
plans, specifications, and reports provided to the City.
II. FINAL ENGINEERING DESIGN PHASE
A. Basic Services to be Performed During the Final Engineering Design Phase:
• Prepare final Drawings indicating the scope, extent, and character of the Work to be
performed and furnished by the Contractor. Specifications will be prepared in
conformance with City standards except when City standard specifications do not
address the proposed specific area of work.
• Provide technical criteria, written descriptions, and design data for Owner's use in
filing applications for permits from or approvals of governmental authorities having
jurisdiction to review or approve the final design of the Project and assist Owner in
consultations with appropriate authorities.
• Advise Owner of any material adjustments to the opinion of probable construction
cost and any material adjustments to the total project costs known to Engineer.
• Perform or provide the following additional Final Design Phase tasks or deliverables:
o Prepare design plans and technical specifications for the proposed paving,
drainage, and trail improvements for the streets which constitute the Project;
o Prepare quantity take offs and an opinion of probable construction cost for
the proposed improvements at the 60%, 90%, and 100% milestones.
o The Contract Documents shall be included with the plans for both the 90% and
100% submittals.
o Deliverables shall include construction documents submitted to the OWNER
at the 60%, 90% and 100% milestones for review, comments, and approvals.
o Prepare project -specific construction notes and specifications.
c The standard Owner detail sheets for water, sewer, storm, paving, and typical
cross sections shall be included in the project plans.
o All geometric design shall be in conformance with the applicable OWNER
standards, except where variances are permitted, applicable Harris County
standards, and TMUTCD.
Page 6 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
o Consult with the OWNER and affected utility companies to define and clarify
the project requirements and available related data.
o Meet and/or coordinate with the OWNER, DD4, TxDOT, stakeholders, utility
owners, as needed to facilitate coordination and approval of the Construction
Documents.
o Prepare for and attend project status meetings with the OWNER.
o The format of the front-end contract documents will be supplied by the
OWNER.
• Furnish three (3) review copies and one electronic copy of the 60% submittal to
OWNER within ninety (90) calendar days of authorization to begin final design services
and review the report with the OWNER.
• Furnish three (3) review copies and one electronic copy of the 90% submittal,
including Bidding Documents, along with a revised opinion of probable Construction
Cost to OWNER within one hundred eighty (180) calendar days of authorization to
begin final design services and review it with OWNER.
• Revise the 90% submittal in response to OWNER's and other parties' comments, as
appropriate, and incorporate such revisions in the 100% Bidding Documents.
• Furnish three (3) review copies and one electronic copy of the 100% Bidding
Documents for review and approval by OWNER, its legal counsel, and other advisors,
as appropriate, review it with OWNER, and assist OWNER in the preparation of other
related documents.
• Revise the 100% Bidding Documents in response to OWNER's and other parties'
comments, as appropriate, and submit electronic copies of the Bidding Documents
and an updated opinion of probable Construction Cost to OWNER within two hundred
ten (210) calendar days after authorization to proceed with this phase.
• Submit final plans to subcontractor for TDRA plan review in accordance with State
regulations.
B. Additional Services Performed During the Final Engineering Design Phase:
• Geotechnical Services
Page 7 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
c OId Alvin Road — Geotechnical information from the 2007 Preliminary Engineering
Design Phase performed by Terracon will be utilized for this project.
o East Orange Street and Linwood Streets — Geotechnical Services will be performed
per the attached proposal from Terracon to ARKK Engineers dated March 28,
2016. The proposal provides for 12 borings at 15 -foot each, testing, and an
engineering report.
c Detention Pond on Old Alvin Road - Geotechnical Services will be performed per
the attached proposal from Terracon to ARKK Engineers dated March 23, 2016.
The proposal provides for 4 borings at 20 -foot each, testing, and an engineering
report.
o Town Ditch Multi -Use Trail — No geotechnical services are proposed for this
portion of the project.
• Environmental Services
c Old Alvin Road — Environmental information from the 2007 Preliminary
Engineering Design Phase performed by Terracon will be utilized for this project.
o Detention Pond on OId Alvin Road — Environmental services will be performed per
the attached proposal from Terracon to ARKK Engineers dated March 23, 2016.
The proposal provides for a Phase 1 ESA for the detention pond site and
supplemental budget items for USACE coordination and permitting for the
detention pond site.
o East Orange Street and Linwood Streets — No environmental services are proposed
for this portion of the project.
o Town Ditch Multi -Use Trail — No environmental services are proposed for this
portion of the project.
• Urban Forestry Services
o Urban forestry services will be performed per the attached proposal from C.N.
Koehl to ARKK Engineers dated April 6, 2016.
o Urban forestry services, including a tree protection plan, shall be provided in
accordance with applicable City requirements for the following project areas:
• East Orange Street, Main Street to Schleider
• Linwood Street, East Orange Street to Old Alvin Road
Page 8 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
• Old Alvin Road, Plum Street to East Orange Street
o Urban forestry services are not proposed for other areas of the project because a
significant impact to protected trees is not anticipated.
• Traffic Control Plans
o Prepare Traffic Control Plans for the routing of traffic for all streets within the
project areas. This plan will include signs and lane closures to complete the
proposed improvements.
• Storm Water Pollution Prevention Plan
o Prepare a Storm Water Pollution Prevention Plan (SWPPP), including Notices of
Intent (NO1) and Notices of Termination (NOT), in accordance with the Texas
National Pollutant Discharge Elimination System (TPDES) General Permit for Storm
Water Discharge from construction for all project areas.
C. Reimbursable Expenses Performed During the Final Engineering Design Phase:
• TDLR (Texas Department of Licensing and Regulation) Review
o TDLR Review: An ADA review shall be provided and plans shall be submitted to the
TDLR. The Project will require plans to be reviewed in accordance with Texas
Architectural Barriers Project Registration (TABPR) guidelines. ENGINEER will
submit the drawings to a State licensed reviewer for review and approval.
ENGINEER will prepare the TABPR application and estimate the review fee.
ENGINEER will submit the completed application and a set of construction
drawings to the reviewer for review and approval. ENGINEER will coordinate with
the reviewer to address comments. Once all comments have been cleared, the
Project will be registered with the Texas Department of Licensing and Regulations
(TDLR). The application fee along with any review fees required by TDLR will be a
subcontractor reimbursable fee and therefore, will be billed as such.
• Reproduction
o Reproduction of plans, reports, and specifications for review sets submittals to the
City, governmental agencies, and utility companies will be included in the cost for
reproduction.
III. BID PHASE SERVICES
• It is anticipated that this project will be bid in four (4) separate bid packages:
Page 9 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
Package 1— Linwood Street and Old Alvin Road (Plum Street to E. Orange Street)
Package 2 — East Orange Street — Main Street to Schleider Drive
Package 3 — Old Alvin Road — E. Orange St. to McHard Road
Package 4 —Town Ditch Multi -Use Trail — Main Street to Old Alvin Road
• Depending on the timing of the design phase and land acquisition of the detention
pond site, the City may choose to combine packages 2 and 3 into a single bid. This
proposal reflects that there will be four (4) separate bids.
• The City of Pearland will advertise the project and will absorb all related advertising
costs. ARKK will coordinate with the City and will assist in developing the wording of
the advertisement and the electronic Bid Form.
• Notify local contractors specializing in street reconstruction of the project.
• Conduct a pre-bid conference for potential bidders. Prepare meeting agenda and
minutes summary.
• During the bidding process, provide information to and answer questions from
potential bidders concerning the Project's construction documents.
• Prepare addendums as necessary.
• Review the City's electronic bid tabulation for this project. Check the bids for
mathematical errors and/or bid irregularities.
• Evaluate the bids and the qualifications of the apparent low bidders and advise the
City as to the acceptability of the apparent low bidder.
• Prepare of letter of recommendation for award of construction contract.
• Attend and participate in City Council meeting to award the construction contract.
Page 10 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
IV. CONSTRUCTION PHASE SERVICES
A. Basic Services to be Performed During the Construction Phase:
• Construction Phase survey services will be performed as described in the attached
professional surveying services proposal by C.L. Davis & Co. to ARKK Engineers dated
March 23, 2016.
B. Hourly Not -to -Exceed Services to be Performed During the Construction Phase:
• The City will be providing construction management under a separate contract. ARKK
will perform Construction Administration services as described in this proposal.
• Attend pre -construction meeting to provide information & answer questions.
• Review & comment on Construction's submittals using the City of Pearland's Pro -Trak
system.
• Provide Record Drawings from Contractor's As-Builts in electronic format (CD) & hard
copy format.
• Prepare change orders necessitated by field conditions.
• Review the contractor's pay estimates, evaluate the completion of work and make
payment recommendations to the City.
• Visit the site at intervals appropriate to the various stages of construction to observe
the progress and quality of executed work and to determine in general if such work is
proceeding in accordance with the Contract Documents.
• ARKK will not be responsible for the means, methods, techniques, sequences or
procedures of construction selected by the Contractor(s) or the safety precautions
and programs incident to the work of the Contractor(s). ARKK's effort will be directed
toward providing a greater degree of confidence for the City that the completed work
of Contractor(s) will conform to the Contract Documents, but ARKK will not be
responsible for the failure of Contractor(s) to perform the work in accordance with
the Contract Documents. During site visits and on the basis of on-site observations
ARKK shall keep the City informed of the progress of the work, shall endeavor to guard
the City against defects and deficiencies in such work and may disapprove or reject
work failing to conform to the Contract Documents.
• Conduct a final inspection of the Project and make a recommendation for Final
Payment on the project.
Page 11 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
• Require and monitor Contractor in maintaining a set of record plans. Engineer shall
provide one set of reproducible record plans based on the Contractor's red line
marked up as -built drawings, and provide one electronic copy of the drawings on a
CD.
• Provide Increased Construction Phase Support as follows:
o Provide increased site support to the City's project site representative and
construction manager during the construction phase. Conduct periodic progress
meetings as necessary. Meet with City staff to site specific issues in the field as
necessary.
o Provide engineering and technical office personnel support during construction.
These office personnel, consisting of Professional Engineers and design staff,
provide on-site support to address contractor's questions, resident's concerns and
conflicts uncovered in the field.
FEE SUMMARY
Basic Services ( Lump Sum): $1,045,330
Additional Services (Lump Sum): $118,000
Bid Phase Services (Hourly Not to Exceed): $13,830
Construction Phase Services (Hourly Not to Exceed): $186,815
Reimbursable Expenses (Not To Exceed): $24,000
Total: $1,387,975
A detailed breakdown of the fee is presented on the following pages.
Page 12 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
DETAILED FEE BREAKDOWN
The fee for the services is based on the detailed outlined below.
Design Package 1 - Linwood Street and Old Alvin Road (Plum Street to E. Orange Street)
TASK Fee Consultant
Completed under
Engineering — PER Basic Services Sep. Contract ARKK
Engineering - Final Design Basic Services S90.360
Traffic Control Plan Add'I Services
SWPPP Add'I Services
Engineering - Bid Phase Hourly Services
Engineering - Construction Admin Hourly Services
TDLR Budget Reimbursable Items
Reproduction Budget for Reimbursable Items
Surveying Services — Design Phase Basic Services
Surveying Services — Constr. Phase Basic Services
Geotechnical Services Additional Services
Subtotal:
Design Package 2 - East Orange Street — Main Street to Schleider Drive
TASK
ARKK
$8.520 ARKK
$2,560 ARKK
$3.410 ARKK
$31,420 ARKK
$1.500 ARKK
$2,500 ARKK
$11.850 CL Davis
$2.197 CL Davis
$1.760 Terracon
$156,076
Fee Consultant
Engineering — PER Basic Services
Engineering - Final Design Basic Services
Traffic Control Plan Additional Services
SWPPP Additional Services
Engineering - Bid Phase Hourly Services
Engineering - Construction Admin Hourly Services
Engineering — Increased Cons. Phase Support Hourly
TDLR Budget Reimbursable Items
Reproduction Budget for Reimbursable Items
Surveying Services — Design Phase Basic Services
Surveying Services — Constr. Phase Basic Ser.
Urban Forestry Design Services Additional Ser.
Geotechnical Services Additional Services
Subtotal:
Page 13 of 17
$119,720
$215,500
$17.960
55.990
$3.990
$53,870
$16.625
$2,500
$5.000
$51.488
$6,377
$7,205
$8.800
$515,025
ARKK
ARKK
ARKK
ARKK
ARKK
ARKK
ARKK
ARKK
ARKK
CL Davis
CL Davis
CN Koehl
Terracon
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-4002755
Design Package 3 - Old Alvin Road — E. Orange St. to McHard Road
TASK Fee Consultant
Project Management Basic Services
Engineering — PER Basic Services
Engineering - Final Design Basic Services
Traffic Control Plan Additional Services
SWPPP Additional Services
Engineering - Bid Phase Hourly Services
Engineering - Construction Administration Hourly
Hydraulic Impact Analysis Additional Services
TDLR Budget Reimbursable Items
Reproduction Budget for Reimbursable Items
Surveying Services— Design Phase Basic Ser.
Surveying Services — Constr. Phase Basic Ser.
Geotechnical Services Additional Services
Environmental Services — Additional Services
Additional Environmental Services — Add'I Ser.
Increased Constr. Phase Support - Hourly
Subtotal:
$46,880
(Completed in 2007)
$372,000
(Included)
$4,800
$5,000
$55,000
$32,000
$2,500
$5,000
$47,671
$7,037
$5,060
$8,250
$14,025
$19,200
$624,423
Design Package 4 - Town Ditch Multi -Use Trail — Main Street to Old Alvin Road
TASK
Engineering — PER Basic Services
Engineering - Final Design Basic Services
SWPPP Additional Services
Engineering - Bid Phase Hourly Services
Engineering - Construction Admin Hourly Services
TDLR Budget Reimbursable Items
Reproduction Budget for Reimbursable Items
Surveying Services Design Phase Basic Ser.
Subtotal:
TOTAL FEES — ALL SERVICES:
Page 14 of 17
ARKK
GC Engineering
GC Engineering
GC Engineering
GC Engineering
GC Engineering
GC Engineering
GC Engineering
GC Engineering
GC Engineering
CL Davis
CL Davis
Terracon
Terracon
Terracon
ARKK
Fee Consultant
$21,400 ARKK
$37.800 ARKK
$1.070 ARKK
$1,430 ARKK
$10,700 ARKK
$2,500 ARKK
S2.500 ARKK
S15,051 CL Davis
$92,451
$1,387,975
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
ARKK Engineers, LLC will submit monthly progress invoices for all work completed to invoice date.
Hourly charges for office personnel shall be charged based on a raw labor rates times a multiplier
of 2.99. Reimbursable expenses and subcontracted Special Services will be charged at cost plus
10%. Mileage will be charged at the current IRS prevailing rate. Additional services beyond those
described in the Scope of Services will be invoiced on the basis of direct labor costs times a factor
of 2.99 and direct cost plus 10% upon approval from the City. No additional services will be
performed or invoiced without prior authorization form the City of Pearland.
SCHEDULE
Package 1— Linwood Street and Old Alvin Road (Plum Street to E. Orange Street)
• 30% (Completed under separate contract)
• 60% project drawings, and technical specifications complete: 90 days from Notice to
Proceed
o Deliverables: Design drawings showing the plan view roadway alignment;
Drainage improvements plan & profile; updated construction cost estimate
update; specifications table of contents; any special specifications;
• 90% project drawings, and technical specifications complete: 120 days from Notice to
Proceed
o Deliverables: Draft plans and specifications of the proposed paving and drainage
improvements; Draft contract documents and technical specifications; updated
construction cost estimate.
• 100% project drawings complete: 150 days from Notice to Proceed
o Deliverables: Bid -ready plans and specifications.
Package 2 — East Orange Street — Main Street to Schleider Drive
• 30% Report Complete: 150 days from Notice to Proceed
o Deliverables: 30% Design Report; Plotted surveyor drawings, and design drawings
showing the plan view roadway alignment; construction cost estimate update.
• 60% project drawings, and technical specifications complete: 210 days from Notice to
Proceed
o Deliverables: Design drawings showing the plan view roadway alignment;
Drainage improvements plan & profile; updated construction cost estimate
update; specifications table of contents; any special specifications;
• 90% project drawings, and technical specifications complete: 270 days from Notice to
Proceed
Page 15 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
o Deliverables: Draft plans and specifications of the proposed paving and drainage
improvements; Draft contract documents and technical specifications; updated
construction cost estimate.
• 100% project drawings complete: 300 days from Notice to Proceed
o Deliverables: Bid -ready plans and specifications.
Package 3 — Old Alvin Road — E. Orange St. to McHard Road
• 30% Report Complete: 150 days from Notice to Proceed
o Deliverables: 30% Design Report; Drainage Report; Plotted surveyor drawings, and
design drawings showing the plan view roadway alignment; construction cost
estimate update.
• 60% project drawings, and technical specifications complete: 240 days from Notice to
Proceed
o Deliverables: Design drawings showing the plan view roadway alignment;
Drainage improvements plan & profile; updated construction cost estimate
update; specifications table of contents; any special specifications;
• 90% project drawings, and technical specifications complete: 330 days from Notice to
Proceed
o Deliverables: Draft plans and specifications of the proposed paving and drainage
improvements; Draft contract documents and technical specifications; updated
construction cost estimate.
• 100% project drawings complete: 360 days from Notice to Proceed
o Deliverables: Bid -ready plans and specifications.
Package 4 - Town Ditch Multi -Use Trail — Main Street to Old Alvin Road
• 30% Report Complete: 90 days from Notice to Proceed
o Deliverables: 30% Design Report; Plotted surveyor drawings, and design drawings
showing the plan view trail alignment; construction cost estimate update.
• 60% project drawings, and technical specifications complete: 135 days from Notice to
Proceed
c Deliverables: Design drawings showing the plan view trail alignment; updated
construction cost estimate update; specifications table of contents; any special
specifications;
Page 16 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
• 90% project drawings, and technical specifications complete: 200 days from Notice to
Proceed
o Deliverables: Draft plans and specifications of the proposed trail improvements;
Draft contract documents and technical specifications; updated construction cost
estimate.
• 100% project drawings complete: 230 days from Notice to Proceed
o Deliverables: Bid -ready plans and specifications.
ARKK Engineers, LLC appreciates the opportunity to submit this proposal and we look forward to
continuing our work with the City of Pearland.
Sincerely,
ARKK ENGINEERS, LLC.
(.tA-64-41(,,
Madhu Kilambi, P.E.
Sr. Project Manager/Principal
Page 17 of 17
7322 Southwest Fwy Suite 1040 • Houston, TX 77074 • www.arkkengineers.com • TX Firm No. 13872 • (713)-400-2755
ARKK Engineers, LLC
RATE SCHEDULE
City of Pearland — May, 2016
Employee Classification Rate
Senior Project Manager $165/hr
Project Manager $150/hr
Project Engineer $130/hr
Design Engineer $110/hr
Senior Designer $120/hr
Designer $11.5/hr
CADD Operator $90/hr
Construction Inspector $92/hr
GC Engineering, Inc. Old Alvin Road Widening (Orange Street to McHard Road)
City of Pearland, Pearland, Texas
EXHIBIT "A"
PROFESSIONAL ENGINEERING SCOPE OF SERVICES FOR
Old Alvin Road Widening (Orange Street to McHard Road)
City of Pearland, Pearland, Texas
Project Description
The City of Pearland (City) requests that GC Engineering, Inc. (GCE) provide professional
engineering services to perform final engineering design of Old Alvin Road widening from
Orange Street to McHard Road.
In December 2007, GCE completed Preliminary Engineering Services for Old Alvin Road
Widening from Plum Street to Knapp Road and submitted the Preliminary Engineering Report
(PER) for the City. The final design of the project will be consistent with the updated
Preliminary Engineering Report (PER) titled Old Alvin Road from Plum Street to Knapp Road
dated December 14, 2007 prepared by GCE to current conditions.
The existing roadway from Orange Street to McHard Road is approximately 4,845 feet in length
within the project limits and consists of a 2 -lane asphalt section, approximately 20 feet wide with
open ditches. The width of the existing Right -Of -Way (ROW) varies from 80 to 100 feet.
The proposed project includes the removal of existing asphalt pavement and construction of a 4 -
lane concrete curb and gutter pavement section with a back to back curb width of 45 feet with a
minimum 80 -foot ROW consistent with the requirements for City of Pearland Major Collector, a
storm sewer system, and intersection modifications at Jastertone Lane, Shady Glen Lane and
Driveway entrance to the school located at southeast corner of McHard Road intersection. In
addition, a new storm water detention pond and coordination for relocation of utilities such as
sanitary sewer, water, electricity, gas, etc. will be included to facilitate the proposed widened
roadway alignment. Proposed project will also include traffic control plans for the section from
Orange Street to McHard Road.
ARTICLE 1
BASIC SERVICES: GCE shall render the following professional services to the City in
connection with the proposed Project.
1. Final Design Phase Services
The project area has undergone significant development since completion of the PER by GCE in
2007. In addition, the drainage scheme in the original PER was based on "shifting hydrologic
impacts" to the north as follows:
• Shift drainage impacts associated with Town Ditch to McHard Road (Clear Creek
Watershed).
• Shift drainage impacts associated with McHard Road (Clear Creek) to Hickory Slough at
Knapp Road.
City of Pearland, Texas May 04, 2016 Page 1 of 6
GC Engineering, Inc. Old Alvin Road Widening (Orange Street to McHard Road)
City of Pearland, Pearland, Texas
• Provide storm water detention in Hickory Slough watershed in order to alleviate impacts
resulting from the entire project.
As the northern limit of the project has been changed to McHard Road, the above drainage
scheme will no longer be valid for the project. GCE will revise the original preliminary design
during the final design stage in order to shift drainage impacts within the McHard Road System
(Clear Creek) to Town Ditch System. As a result, the storm sewers will be upsized compared to
those presented in the original PER. In addition, the preliminary design presented in the PER
will be revised as follows:
• Accommodate new developments such as Stonebridge Subdivision, Oakbridge
Apartments, and Barbara Cockrell Elementary School in the P&P Plans.
• Realign the roadway at Town Ditch Bridge to accommodate the actual bridge alignment.
• Revise the profile to provide for extreme event sheet flow consistent with the revised
drainage scheme described above.
• Adjust lane arrangements at intersections including the school to reflect efficient and safe
traffic flow.
• Update the utility conflict tables to account for new utilities.
• Provide proper storm sewer connections to new storm water detention pond located
adjacent to and west of Old Alvin Road for Stoneridge Subdivision.
GCE services will also include;
Prepare final plans details specifications and cost estimate in accordance with City of
Pearland's Design Criteria Manual (DCM)
i. prepare detailed construction drawings, specifications and construction bid
packages for the proposed Project.
ii. attend monthly progress/update meetings at the City.
iii. include roadway geometrics, pavement, drainage, sidewalks, street
lighting, fiber optic conduit, pavement markings, and utilities.
iv. provide work sequencing plans — coordinated with other work and other
local projects.
v. provide two (2) sets plans and specifications and estimates to City for
review at 60% & 90%; provide written comments/resolution to City
revisions/comments.
vi. submit 60% & 90% plans to utility companies for coordination of utility
relocating; coordinate with City on formal notifications.
vii. coordinate with utility companies & pipeline companies to identify
conflicts & schedule relocations.
viii. coordinate submittals for review & acquire approvals of all permits
including and not limited to: TxDOT, USACE, Nationwide or Individual
permits (if required) & Brazoria Drainage District #4 (BDD4).
ix. coordinate with private developments & other public entity engineer's for
adjoining work/projects
x. prepare bid sets for distribution via the City's e -bid system; including
Plans, Specifications, Bid Proposal, (utilizing City Standard Details +
City of Pearland, Texas May 04, 2016 Page 2 of 6
GC Engineering, Inc. Old Alvin Road ff idening (Orange Street to McHard Road)
City of Pearland, Pearland, Texas
Specs; for details & specification sections the City does not have, submit
proposed supplement specs) Submit to City for signatures
xi. prepare Engineer's estimate
2. Bid Phase Services
a. Provide Notice to Bidders (NTB) to the Project Manager in an electronic form
appropriate for the City's e -bid system format. City is responsible for advertising.
b. Chair pre-bid meeting and attend the Bid Opening.
c. Respond in writing to questions from bidders and prepare addenda as necessary.
d. Prepare Engineer's Recommendation of Award Letter that includes the following
required content:
i. Check for math errors and reconcile any mathematical discrepancies
ii. Review for unbalance bid items
iii. Certified Bid Tabulation including Engineer's estimate
iv. Explanation of discrepancies between the Engineer's estimate and bids
v. Recommendation to award.
3. Attend City Council meeting and recommendation for award of Contract for
Construction.
4. Produce and transmit to selected contractor five (5) sets of project manuals ready for
execution with City's Notice of Intent to Award (NOI)
5. Construction Phase Services
a. Construction Administration
i. Attend pre -construction meeting to provide information & answw cr
questions
ii. Attend monthly progress meetings with Construction Manager, Contractor
& City of Pearland as needed
iii. Review/approve & comment on Contractor's submittals, RFIs, Contractor
Proposals, Request for Change Orders (RCO) including coordination with
Construction Manager on Proposals & Change Orders using the City of
Pearland's Pro -Trak system.
iv. Provide interpretive guidance for Contractor, Construction Manager in
resolution of problems
v. Conduct Substantial Completion Inspection with CM or PM to:
• review progress of work for Substantial Completion walk through
• generate a punch list of items for correction
• substantiate items that are completed
• issue both Certificate of Substantial Completion (signed/sealed
from Design Engineer) & Final Acceptance or 2"a walk through
vi. Issue Final Completion & Acceptance letter to City recommending
acceptance & release of final payment
City of Pearland. Texas May 04, 2016 Page 3 of 6
GC Engineering, Inc. OId Alvin Road Widening (Orange Street to McHard Road)
City of Pearland, Pearland, Texas
vii. Coordinate contractors, CM/CI to provide complete record of As-Builts
Drawing
viii. Within thirty (30) days after receipt of As-Builts from the contractor to the
CM, the project engineer shall provide to the City one (1) set of full size
reproducible record drawings, an electronic file copy (PDF format) and an
AutoCAD file (.dwg), or compatible .dxf file
ASSUMPTIONS
The proposal presented is based on the following assumptions:
1. Surveying, environmental, and geotechnical services for the project will be performed by
subconsultants under separate contracts with ARKK.
2. The latest HEC -RAS and HEC -HMS models are available for use for the H&H Analysis.
City of Pearland, Texas May 04, 2016 Page 4 of 6
(,( lin,;int''ring,enc. Old Alvin Road �'idening 4Orange Street 10 Mcllard Road
City of Pearland, Pearland, Texas
ADDITIONAL SERVICES: GCE shall render the following professional services to the
City in connection with the proposed Project after City authorization:
1. Storm Water Pollution Prevention Plan (SWPPP). Prepare a SWPPP tailored to the
project for use by the Contractor during construction operation in keeping with TCEQ
regulations.
2. Texas Department of Licensing & Review. Submit plans for accessibility review and
address all resulting comments for compliance with TAS & ADA (Final Inspection).
3. Hydraulic Impact Analysis utilizing the FEMA effective model (latest TSARP update)
for the Town Ditch subwatershed. Hydraulic Analysis shall be performed to evaluate
the impacts and to determine storm water detention requirements for Town Ditch
subwatershed resulting from the following proposed improvements:
• Old Alvin Road from Plum Street to Town Ditch
• Orange Street Reconstruction from SH -35 to Schieider Drive
• Linwood Street Reconstruction.
Hydraulic Impact Study will include:
i. Obtain HEC -HMS and HEC -RAS hydraulic models for Town Ditch sub
watershed.
ii. Meet with the City/BDD4 to determine the specific design analysis and
requirements for the H&H Study.
iii. Incorporate available topographic surveys including stream sections to be
performed under this project in the HEC -RAS model.
iv. Modify HEC -HMS model by dividing the drainage areas relevant to the
study into sub drainage areas. Update HEC -HMS model to mimic existing
conditions.
v. Use HEC -RAS and HEC -HMS from Section iii and iv above and develop
a pre -project condition HEC models.
vi. Develop post project HEC -RAS and HEC -HMS models by incorporating
the proposed improvements to the roadway segments indicated above.
vii. Briefly evaluate three potential storm water detention sites in the Town
Ditch watershed. It is anticipated that the vacant site at northwest corner
of Old Alvin Road and Town Ditch will be utilized to fulfill detention
needs.
viii. Develop mitigation models using the selected storm water detention pond
to achieve "zero impact" to Town Ditch.
ix. Size the detention pond and outlet structure.
City of Pearland, Texas May 04, 2016 Page 5 of 6
GC Engineering, Inc. Old Alvin Road Widening (Orange Street to McHard Road)
EXHIBIT "B"
City of Pearland, Pearland, Texas
CITY OF PEARLAND
Engineering Services for Old Alvin Road Widening (Orange Street to NlcHard
Road), Pearland, Texas
Project Budget
Basic Services
Phase of the Project
SCOPE TASK
NOS.
PERCENT
TOTAL
Final Design
1
86%
$372,000.00
Bidding Services
2,3,4
1%
$5,000.00
Construction Services
5
13%
$55,000.00
Total - Basic Services
100%
$432,000.00
Additional Services
SW3P
TDLR Review
1
2
$4,800.00
$2,500.00
Hydraulic Impact Analysis
3
$32,000.00
Total - Additional Services $39,300.0(
Total Project Fee S471,300.00
.N. '.Proposals 2016 Proposals;007 - City of Pearland - Old Alvin Road -Proposal 160504 Proposal 160504 16-007 Old 41in Road Proposal.doc
City of Pearland, Teras May 04, 2016 Page 6 .o -f6
GC Engineering, Inc. Billing Rates
Classification
Billing Rates
Senior Project Manager
$ 195.00
Senior Engineer
$ 165.00
Project Engineer
$ 155.00
Civil Engineer
$ 122.00
Construction Inspector
$ 78.00
CAD Technician
$ 94.00
Clerical
$ 40.00
M. Proposals _'016 Proposals 007 - City of Pearland - Old Alvin Road Proposat 160504 Proposal 160504 GCE
Billing Rates.docx
FQ
C. L. DAVIS & COMPANY
LAND SURVEYING
1500 Winding Way
Friendswood, Texas 77546
281.482.9490
FAX 281.482.1294 - FIRM NO. 10082000
cldacis a cldaviscompanv.com
March 23, 2016
REVISED: Maw 5, 2016
(Item No. 9)
ARKK Engineering
Mr. David Kasper, P.E.
Senior Project Manager/Principal
7322 Southwest Freeway Suite 1040
Houston, TX 77074
Re: City of Pearland Project
Old Alvin Road between Plum Street and McHard Road
Orange Street from Schleider Drive to east right-of-way line of Highway 35
Orange Street from Old Alvin Road to Schleider Drive
Reference: C. L. Davis Job No. 11-421-147
Proposal No. 2016-042 (R1)
Dear Mr. Kasper:
C. L. Davis and Company has prior surveys on portions of Old Alvin Road which was prepared for new
water line in 2012 and Orange Street which was prepared in 2008.
Our proposal for land surveying services for the above referenced project is as follows:
PHASE 1— OLD ALVIN ROAD FROM TOWN DITCH TO MCHARD ROAD:
ESTABLISH CONTROL AND UP -DATE TOPOGRAPHIC AND UTILITY
INVESTIGATION SURVEY
1. Establish Horizontal Control bused on ,\'orth American Datum 1983 and
Vertical Control based on North American Vertical 1)utunt 1988, 2001
Adjustment $2,175.00
2. Up -date Topographic and Utility Investigation Survey on Phase 1 section n/
Old Alvin Road (Approximately. 4,000') (Per attached requirements) S 1-, 950.00
3. Establish existing right-of-way on Phase 1 section 01 ()Id thin Road to verify
existing 80' wide right-of-way $2,400.00
Subtotal of Phase 1 $22,525.00
Si/inlet/in-1 tke 9rext State of Texas for oVer,ZY ears
2016-042 (R 1) CoP Project
Mr. David Kasper, P.E.
Proposal No. 2016-042 (RI)
May 5, 2016
Page 2
PHASE 2 - ORANGE STREET FROM GALVESTON AVENUE TO HIGHWAY 35:
ESTABLISH CONTROL AND UP -DATE TOPOGRAPHIC AND UTILITY
INVESTIGATION SURVEY AND STORM SEWER OUTFALL TO TOWN DITCH
4. Establish Horizontal Control bused on North American Datum 1983 and
l ertical Control based on North Americana Vertical Datum 1988, 2001
Adjustment $2,175.00
5. Up -date Topographic and Utility Investigation Survey on Phase 2 section of
Orange Street (Survey limits will include 100' south ut each "T" intersection
(,approximately 1,900) $9,800.00
6. Establish existing right-of-way on Phase 2 section of Orange Street 55,060.00
7 Topographic and Utility Investigation Survey on existing Storm Sewer Line
located between Orange Street and Town Ditch S2,830.00
Subtotal of Phase 2 $19,865.00
PHASE 3 - DETENTION POND SITE AT NORTHWEST CORNER OF OLD ALVIN ROAD AND
TOWN DITCH
8. Preparation of Boundaal' Survey on above referenced tract $4,480.00
9. Topographic Survey on portion of above referenced tract (Fee bused on 50' x
50' grid) (Fee includes locating existing Detention Pond along west line and
Cross -Section on Town Ditch) (Approximate 4 acres) 57,200.00
10. Preparation of Boundary Survey for Detention Pond Site out of Parent tract 55,170.00
Subtotal o/ Phase 3 516,850.00
PHASE 4 — ORANGE STREET FROM OLD ALVIN ROAD TO SCHLEIDER DRIVE
11. Establish Horizontal Control based on .forth American Datum 1983 and
l ertical Control based on North American I ertical Datum 1988, 2001
Adjustment 52,175.00
12. Topographic and Utility Investigation Survey on Phase 4 Section of Orange
Street (Approximately 2,000') (Fee includes obtaining Finish Floor Elevation
on houses on south side of Orange Street) $14,520.00
13. Establish existing right -of way on Phase 4 section of Orange Street 58,960.00
Subtotal of Phase 4 525,655.00
Su rVeiiivi9 tke 9ret Stxte of Texas for oVer ZS' ie,crs
2016-042 (R11( ol) Projcct
Mr. David Kasper, P.E.
Proposal No. 2016-042 (R1)
May 5, 2016
Page 3
PHASE 5 — OLD ALVIN ROAD FROM PLUM STREET TO TOWN DITCH
14. Re-establish existing right-of-way on Phase 5 section of Old Alvin Road and
locate Horizontal Control set by Ellis Surveying Company $5,350.00
PHASE 6 — LINWOOD STREET FROM ORANGE STREET TO OLD ALVIN
ROAD
15. Establish existing right-of-way of Phase 6 section on Linwood Street and
locate Horizontal Control set by Ellis Surveying Company 56,810.00
PHASE 7 — TOWN DITCH TRAIL CONNECTIVITY EASEMENT FROM OLD
ALVIN ROAD TO HIGHWAY 35
16. Establish existing right -of -wap and Easements on Town Ditch from Highway
35 east approximately 1,100' S3, 750.00
17. Topographic and Utility Investigation Survey on portion of Town Ditch from
Highway 35 east approximately 1,100' $6,775.00
18. Preparation of Trail Connectivity Easement on Phase 7 section of Town Ditch $1,870.00
Subtotal of Phase 7 $12,395.00
PHASE 8 - CONSTRUCTION CONTROL SHEETS AND CORE BORES
19. Preparation of Horizontal and [Vertical Control Sheets for Old Alvin Road S3,200.00
20. Preparation of Horizontal and Vertical Control Sheets for Detention Pond Site $1,200.00
21. Preparation of Horizontal and l'ertical Control Sheets for Orange Street $3,800.00
22. Stoke Control Buse Lines $4,190.00
23. Calculate and Stake Core Bore locations $1,800.00
Subtotal of Phase 8 $14,190.00
PHASE 9 - GENERAL
24..9bstract Brazoria County Records fir Ownership and Easements S650.00
25. Coordinate Project with Design Team $4,500.00
Subtotal of Phase 9 $5,150.00
Total Amount of Proposal $128, 790.00
Suwet/in-I tkke 9re,t Stateo f Texas for oyerZ8 ileal -5
2016-042 (RI) CoP Project
Mr. David Kasper, P.E.
Proposal No. 2016-042 (R1)
May 5, 2016
Page 4
Any changes or revisions in the scope of the project after authorization to proceed will be billed on an hourly
basis as described below:
• Principal $225.00
• Registered Professional Land Surveyor (RPLS) $150.00
• Technical/CAD $110.00
• Three-man field crew $185.00
• Data Collector $40.00
• Clerical $80.00
All surveying services are under the jurisdiction of the Texas Board of Land Surveying: 7701 North Lamar,
Suite 400; Austin, Texas 78752; phone number: 512-452-9427. Any complaints about surveying services
should be sent to the above address to the attention of Complaints Officer of the Board.
Thank you for the opportunity to submit this proposal and we look forward to working with you.
Sincerely, Approved & Accepted
C. L. Davis, R.P.L.S. David Kasper, P.E. Date
ARKK Engineering
S� rUe�ivi 9 tke. Creat State of Texas for oiler ZS' i fears
2016-042 (RI ► CoP Project
March 23, 2016
David Kasper, P.E.
ARKK Engineers
7322 Southwest Fwy. Suite 1040
Houston, TX 77074
Telephone: 713-400-2755
E-mail: David.Kasper@arkkengineers.com
RE: Proposal for Environmental Services
Old Alvin Road Widening
Pearland, Brazoria County, Texas
Terracon Proposal No. P9217273
Dear Mr. Kasper:
lierracon
Terracon Consultants, Inc. (Terracon) appreciates the opportunity to submit this proposal to ARKK
Engineers (client) to conduct a Natural Resources Assessment of the above -referenced site. The
scope items related to the Natural Resources Assessment include:
Clean Water Act Compliance — Waters of the U.S. Jurisdictional Assessment
Update to Existing Threatened and Endangered Species Habitat Assessment
1.0 PROJECT INFORMATION
We understand the proposed project consists widening of Old Alvin Road from Plum Street to
McHard Road from a two-lane road to a four -lane undivided curb and gutter roadway. The project
would also include constructing a 6 -foot sidewalk from McHard Road to Plum Street along the
eastern edge of roadway right-of-way. The proposed project is located in Pearland, Brazoria
County, Texas. If this is not accurate, or if you have additional useful information, please inform
us as soon as possible.
It is Terracon's understanding, from the client, that a National Environmental Protection Act
(NEPA) assessment and associated documentation will not be required for the proposed project.
If this condition changes, Terracon can provide NEPA assessment and documentation services
for an additional fee to be negotiated if necessary at a later date. If this information is not accurate,
please inform the undersigned as soon as possible so that a revised scope, schedule, and/or
budget may be determined, as needed.
Terracon Consultants. Inc 11555 Clay Road Houston, Texas 77043
P 713-690-8989 F 713-690-8787 terracon.com
Environmental • Facilities • Geotechnical • Materials
Natural Resources Assessment
Old Alvin Road Widening Pearland, Brazoria County, Texas
March 16, 2016 Terracon Proposal No. P92167273
2.0 SCOPE OF SERVICES
2.1 Natural Resources Assessment Services
lierracon
2.1.1 Clean Water Act Compliance — Waters of the U.S. Jurisdictional
Assessment (OHWM & Wetland Delineation)
The Jurisdictional Assessment scope of services is intended to assist the client in evaluating
potential regulatory requirements of the U.S. Army Corps of Engineers (USACE) under Section
404 of the Clean Water Act (CWA).1 To meet this objective, Terracon will determine if potential
Waters of the U.S., including wetlands, are present within the project site and will assess the
observed on-site water bodies, drainage ways and wetlands that potentially may constitute
jurisdictional areas' in order to help secure an official jurisdictional determination from the USACE,
if warranted.
Preliminary Assessment
In cases where all identified wetlands are assumed to be jurisdictional, a Preliminary Jurisdictional
Determination3 (PJD) can facilitate eventual permitting requirements. As deemed appropriate and
upon specific request by the client, Terracon will perform a preliminary assessment as follows:
A qualified environmental professional will review published, readily available resource
documents to preliminarily identify indications of potentially jurisdictional waters. Such
documents typically include topographic quadrangle maps, National Wetlands Inventory
maps, flood insurance rate maps, rainfall data, and color infra -red aerial photographs.
A visual reconnaissance of the site will then be performed to supplement resource review
findings. Potentially jurisdictional waters will be identified and delineated through on-site
assessment of topography, hydrology, vegetation, and soils in general accordance with
current USACE guidelines for routine determinations,' as practicable. Representative
photographs will be taken to document site observations.
Delineated areas will be surveyed using differentially corrected GPS equipment. GPS data
collected in the field will then be used to plot the surveyed areas on an exhibit, with data
attributes presented in table format.
Federal requirements of the Rivers and Harbors Act (regulating navigation within tidal waters) will also be addressed as appropriate.
Unless otherwise notified by the client. it is assumed that Executive Order 11990 (addressing wetland protection for projects with
federal involvement) does not apply.
Reference Clean Water Act Jurisdiction Following the US. Supreme Court's Decision in Rapanos v. U.S. & Carabell v U.S.
(Memorandum), dated June 5. 2007: and. U.S. Army Corps of Engineers Jurisdictional Determination Form Instructional Guidebook
(Guidebook), dated May 30. 200T
Reference Regulatory Guidance Letter No 08-2 addressing Jurisdictional Determinations. dated June 26. 2008
' The USACE s Wetlands Delineation Manual. dated 1987 (1987 Manual) and the
Regional Supplement to the USACE's Wetland Delineation Manual Atlantic and Gulf Coastal Plain Region (Version 2 0). dated
November 2010 (2010 Regional Supplement). are the currently accepted guides for conducting wetland delineations in the project
area
Responsive ■ Resourceful ■ Reliable 2
Natural Resources Assessment
Old Alvin Road Widening Pearland, Brazoria County, Texas
March 16, 2016 Terracon Proposal No. P92167273
lierracon
Based on the resource document data, on-site findings, and known regulatory
requirements, further assessment of the potential for USACE jurisdiction will be provided.
Preliminary recommendations will be formulated as appropriate, and the findings, along
with a discussion of the regulatory framework, assessment methodology and applicable
limitations, will be documented in a report. as discussed in Section 2.2 of this proposal.
Errors are not anticipated, but there may be discrepancies related to subjective analysis and/or
seasonal/ temporal variation. Additionally, due to the extended time frame that is currently
anticipated for verification, field flagging may be disturbed or missing and site conditions may
have otherwise changed significantly (e.g. ongoing land use, weathering, vandalism, volunteer
vegetation on disturbed soils) since the original survey was performed, requiring additional field
work and/or onsite meetings. Clearing may be required for adequate access and visibility. Any
such discrepancies will be resolved and post -verification versions of the delineation report and
forms will be prepared, as needed.
This scope of services is intended to provide a reasonable effort for OHWM and wetland
delineation and is thereby limited to general concurrence with guidance for routine determination
only, and sample pit excavation to a depth not to exceed 20 inches.
Wetlands are naturally evolved and evolving systems. The limited scope of the wetland
delineation as proposed herein, effects of man-made disturbances and/or temporal variations
(e.g. rainfall, season, drought), and or subjective interpretation of data may preclude assessment
in conformance with USACE requirements and significantly affect findings, conclusions and
recommendations. Effects of man-made disturbances and/or temporal variations, such as
significant rainfall, winter conditions and drought, may preclude accurate assessment and
significantly affect findings, conclusions and recommendations.
Official authority to make a determination defining applicable jurisdictional limits under the CWA
rests solely with the USAGE. Jurisdictional Determinations (JD) are made by the USACE, upon
specific written request, on a case-by-case basis and may make use of certain information at its
disposal (such as other permits in the local area) that may not be readily available to the public.
The proposed wetland delineation should, therefore, not be considered authoritative, and it may
not wholly eliminate uncertainty regarding the USACE's jurisdictional limits under the CWA.
2.1.2 Update to Existing Threatened and Endangered Species Habitat
Assessment
The Endangered Species Act (Act) serves to protect plant and animal species listed by the U.S.
Fish and Wildlife Service (USFWS) as threatened or endangered of extinction. Texas laws and
regulations prohibit harm to animal species and the commerce of plant species listed by the Texas
Parks and Wildlife Department (TPWD) as threatened or endangered of extinction (without a
permit). This scope of services is intended update an existing Threatened and Endangered
Responsive ■ Resourceful ■ Rehab,- 3
Natural Resources Assessment
Old Alvin Road Widening Pearland, Brazoria County, Texas
March 16, 2016 r Terracon Proposal No. P92167273
lrerracon
Species Habitat Assessment to provide current information that will assist the client in evaluating
and complying with state and federal endangered species requirements regulated by the TPWD
and USFWS, respectively.
On -Site Assessment
This scope of services is intended to provide information that will assist the client in evaluating
and complying with federal and state endangered species requirements regulated by the USFWS
and TPWD, respectively. To meet this objective, Terracon will assess the potential for listed
species to be impacted by eventual development of the site as follows:
• A compilation and review of published and readily available resources will be performed
to preliminarily identify potential areas of interest on-site. Such resources typically include
aerial photographs, topographic maps, applicable federal and state species lists,
designated critical habitats, other current species information, soil survey maps, and, the
National Wetlands Inventory. Published resources currently available to Terracon through
performance of earlier work are used as practicable.
• A qualified environmental professional will make a preliminary assessment of potential
impacts by comparing published habitat parameters to site conditions evidenced by the
resource documents, and will conduct a limited visual pedestrian reconnaissance of the
site and adjacent properties visible from the site.
• An assessment of the potential effect on listed species will be made in consideration of
the presence of suitable habitat, the likelihood for listed species to make use of suitable
habitat, the likelihood for listed species to be present on the site as evidenced by indicators
that are visible at the time of the site assessment, and/or the likelihood for potential project
effects on listed species. Suitable avoidance and minimization measures to minimize
adverse effects may be taken into account, as appropriate and in coordination with the
client, but only on a preliminary, conceptual basis.
• Based upon resource document data, on-site findings, and known regulatory
requirements, preliminary recommendations will be formulated as appropriate, and the
findings, along with a discussion of the regulatory framework, assessment methodology
and applicable limitations, are documented in a report, as discussed in Section 2.2 of this
proposal. The report will be submitted to the USFWS for concurrence and/or comment.
Scope Specific Limitations
Readily available resources do not typically include comprehensive records of documented
sightings as such information is generally not made available to the public. No determination can
wholly eliminate uncertainty regarding project effects on listed species. The determinations,
findings and conclusions provided in this scope of services should not be considered authoritative.
Responsive ■ Resourceful to Reliable 4
Natural Resources Assessment
Old Alvin Road Widening A Pearland, Brazoria County, Texas
March 16, 2016 r Terracon Proposal No. P92167273
lierracon
The limited scope of services described herein may not allow a conclusive determination to be
made. In such cases, additional assessment may be recommended.
2.2 Report Preparation
Comprehensive reports typically address the applicable regulatory framework, describe the
assessment methodology, limitations and findings, and provide site-specific conclusions and
recommendations, as appropriate. Exhibits such as figures, referenced resource documents, data
forms and photographs are included as appendices. Draft documents are reviewed in-house for
quality assurance purposes and initially provided to the client an electronic copy for review and/or
approval. Upon client approval, one electronic copy will be provided to ARKK Engineers Copies
requested post -delivery or in addition to the above can be provided for an additional fee.
2.3 Schedule
Services will be initiated within five days upon receipt of authorization, per below, and written
notice to proceed. The initial draft submittals will be emailed to the client for review and/or approval
within three weeks of initiation. The final reports will be delivered to the client within one week
upon receipt of client approval. This report will be the findings of the preliminary assessments.
Please coordinate at the time of authorization to confirm schedule.
2.4 Reliance
The reports will be prepared for the exclusive use and reliance of ARKK Engineers and The City
of Pearland. Reliance by any other party is prohibited without the written authorization of the client
and Terracon.
If the client is aware of additional parties that will require reliance on the reports, the names,
addresses, and relationship of these parties should be provided for Terracon approval prior to the
time of authorization to proceed. Terracon may grant reliance on the reports to those approved
parties upon receipt of a fully executed Reliance Agreement (available upon request) and receipt
of information requested in the Reliance Agreement. If, in the future, the client and Terracon
consent to reliance on the report by a third party, Terracon may grant reliance upon receipt of a
fully executed Reliance Agreement, requested information and receipt of an additional minimum
fee of $500.00 per relying party.
Reliance on the reports by the client and all authorized parties will be subject to the terms,
conditions, and limitations stated in the Agreement for Services, sections of this proposal
incorporated therein, the Reliance Agreement, and reports. The limitation of liability defined in the
Agreement for Services is the aggregate limit of Terracon's liability to the client and all relying
parties.
Responsive ■ Resourceful ■ Reliable 5
Natural Resources Assessment
Old Alvin Road Widening Pearland, Brazoria County, Texas
March 16, 2016 Terracon Proposal No. P92167273
2.5 Scope and Report Limitations
lrerracon
The environmental services described above will be performed in accordance with current,
generally accepted professional practices in the local area. No warranties, express or implied, are
intended or made.
The stated and inherent limitations of the Scope of Services proposed herein must be considered
when the user formulates opinions as to potential regulatory requirements associated with
development of the site.
3.0 COMPENSATION
Compensation for the proposed recommended Scope of Services shall be on a lump sum basis
for the amount of $7,500. A fee estimate summary is provided below:
Scope of Services
Natural / Cultural Resources
Clean Water Act Compliance: Preliminary Assessment
Threatened and Endangered Species Habitat Assessment: On -Site
Assessment
Fee
Fee
$6,500
$1,000
$7,500
The stated fees are valid only for ninety (90) days after the date of this proposal. Once initiated,
should completion of the proposed Scope of Services be delayed by the client for a period
exceeding 4 months, additional charges may apply. Additional services requested or approved
by the client, such as consultation or other work that is not specifically included in the Scope of
Services described in this proposal, will be performed on a lump sum basis for an additional fee
based on a not -to -exceed budget.
4.0 ADDITIONAL OPTIONAL SCOPE & COMPENSATION
4.1 Additional Waters of the U.S. Jurisdictional Assessment
4.1.1 PJD Request
As deemed necessary and upon specific request by the client, Terracon will complete a PJD form
for each delineated wetland area, submit PJD forms, and wetland delineation report to the
USACE, and field a nominal amount of telephone requests for clarification, as may be necessary
to assist the USACE in processing the PJD request.
Responsive ■ Resourceful ■ Reliable 6
Natural Resources Assessment
Old Alvin Road Widening Pearland, Brazoria County, Texas
March 16, 2016 Terracon Proposal No. P92167273
`Ii-erracon
4.1.2 AJD - Assessment and Request
Alternatively to a PJD delineation and request effort, an appealable Approved Jurisdictional
Determination (AJD) that addresses wetlands that have been determined to fall outside the
USACE's CWA jurisdiction may be requested. This process augments the PJD, and the level of
effort and regulatory agency scrutiny are typically greater. Upon specific request by the client,
Terracon will confirm and/or supplement the PJD assessment findings performed per above,
prepare a letter request, complete an AJD form for each delineated wetland area, submit the letter
request, AJD forms and AJD Assessment report to the USACE, and field a nominal amount of
telephone requests for clarification as may be necessary to assist the USACE in processing the
AJD request. Note that either an AJD or PJD can be used in the permitting effort. The distinction
is that the area addressed under a PJD cannot include wetland areas that do not fall under the
USACE's CWA jurisdiction and, should the choice be made for USACE jurisdiction be assumed
in cases where identified wetlands are potentially isolated (not adjacent and not regulated), may
represent a greater number of wetlands acres subject to applicable avoidance, minimization and
mitigation requirements. Additionally, although both options are official, only the AJD option can
be appealed.
4.1.3 Assistance with USACE Verification
The USACE may request accompaniment on a site visit to verify submitted findings of the AJD
and/or PJD requests. For each effort (AJD and/or PJD), Terracon will coordinate and attend an
onsite meeting with a USAGE representative to help facilitate field verification of the submitted
report/form data.
4.2 USACE Permitting
The USACE Permitting scope of service is intended to assist the client in securing a Department
of the Army Nationwide Permit for the proposed outfall projects. To meet this objective, Terracon
will prepare the appropriate permit documentation generally as follows:
Client -provided preliminary engineering plans will be reviewed and a preliminary
assessment of applicable permit requirements is made in accordance with jurisdictional
findings and regulations.
The appropriate permit documentation for a Nationwide Permit will be prepared for
submittal to the USACE in general accordance with Galveston District guidance as
published on their Regulatory Branch, Permit Application web page. This may include a
description of preliminary mitigation measures, as needed and with input from the client,
but only on a conceptual basis. Based on information provided by the client, it is the
opinion of Terracon that the proposed project would be reviewed under the conditions and
requirements of a Nationwide Permit. If an Individual Permit is deemed appropriate by the
USAGE, additional fees and services would be required.
Responsive ■ Resourceful ■ Reliable 7
Natural Resources Assessment
Old Alvin Road Widening . Pearland, Brazoria County, Texas
March 16, 2016 Terracon Proposal No. P92167273
lierracon
A nominal amount of telephone requests for clarification may be expected to assist the
USACE in processing the permit submittal.
G The USACE may request accompaniment on a site visit to verify submitted findings.
Terracon will coordinate and attend one onsite meeting with a USACE representative to
help facilitate field verification of the submitted report/form data.
To initiate Permitting services, the client must provide preliminary information regarding activity
or structures planned in the vicinity of regulated areas and additional information as indicated in
the applicable regulations. This may include available documentation addressing issues such as
waterbody/wetland avoidance, impact minimization, and water quality control measures, as
needed to appropriately satisfy permit conditions. Additional information regarding site and project
alternatives is sometimes also needed in order to include a cursory discussion addressing
avoidance and minimization requirements.
4.3 Additional Services Fee Estimate
Compensation for the proposed Additional Scope of Services shall be on a lump sum basis for
the amount of $12,750. A fee estimate summary is provided below:
Additional Scope of Services
Natural / Cultural Resources
Fee
AJD or PJD - Assessment and Request
$1,750
Assistance with USACE Verification of AJD
$2,500
USACE Nationwide Permit Documentation*
$8,500
USACE Individual Permit Documentation*
$17,750
Fee
$12,750*
" Optional services total fee is based off of the need for a Nationwide Permit. Should greater than 0.5 acre of WOUS
be impacted, an Individual Permit would be required in Place of a Nationwide Permit.
5.0 AUTHORIZATION
If this proposal meets with your approval, work may be initiated by returning an original copy of
the attached Agreement for Services to our Houston office. Project initiation may be expedited by
sending a copy of the signed Agreement for Services via e-mail or facsimile.
The terms, conditions and limitations stated in the executed Agreement, including sections of this
proposal incorporated therein, shall constitute the exclusive terms and conditions and services to
be performed for this project.
Responsive ■ Resourceful ■ Reliable 8
Natural Resources Assessment
Old Alvin Road Widening Pearland, Brazoria County, Texas
March 16, 2016 Terracon Proposal No. P92167273
1rerracon
We appreciate the opportunity to provide this proposal and look forward to working with you on
this project. If you have any questions or comments regarding this proposal or require additional
services, please give us a call.
Sincerely,
Terracon Consultants, Inc.
Patrick R. Korn
Staff Scientist
Ginger Horn
Natural / Cultural Resources Manager
Responsive ■ Resourceful ■ Reliable 9
March 28, 2016
ARKK Engineers
7322 Southwest Freeway, Suite 1040
Houston, Texas 77074
Attn: Mr. David Kasper, P.E.
Re: Cost Estimate for Geotechnical Engineering Services
Orange Street and Linwood Street Reconstruction
Pearland, Texas
Terracon Document No. P92165196
Dear Mr. Kasper:
lierracon
Terracon Consultants, Inc. (Terracon) understands we have been selected based on qualifications
to provide geotechnical engineering services for the above referenced project. This letter outlines
our understanding of the scope of services to be performed by Terracon for this project and provides
an estimate of the cost of our services.
1.0 PROJECT INFORMATION
Location
Item Description
The proposed Orange Street and Linwood Street Reconstruction is located
in Pearland, Texas.
Existing conditions
Proposed improvements
Based on satellite images available at the time of this cost estimate, the
existing roadways appear to consist of asphaltic concrete pavements.
■ Reconstruction of approximately 4.800 linear feet of Orange Street
and 1,300 linear feet of Linwood Street to consist of new concrete
pavements with curb and gutter.
Storm sewers are planned to be installed at a maximum depth of 8
feet.
If our understanding of the project is not accurate, please let us know so that we may adjust our
scope of services and estimated cost, if necessary.
2.0 SCOPE OF SERVICES
A brief summary of the services to be provided by Terracon is presented in the following
paragraphs.
Field Program. As requested, the field program is planned to consist of drilling 12 test borings to
Terracon Consultants, Inc 11555 Clay Road Suite 100 Houston. Texas 77043 Registration No. F-3273
P (713) 6908989 F (713) 690-8787 terracon.com
Geotechnical
• Environmental • Construction Materials • Facilities
Cost Estimate for Geotechnical Engineering Services
Orange Street and Linwood Street Reconstruction • Pearland, Texas
March 28, 2016 • Terracon Document No. P92165196
Page 2
lierracon
depths of 15 feet in the area of the proposed roadway reconstruction. The total drilled footage is
planned to be 180 feet.
The borings will be located in the field by use of a hand-held Global Positioning System (GPS) unit
with an accuracy of approximately ± 25 feet. The layout of the borings and test locations will be
approximate. Boring depths will be measured from existing grade. Borings will require lane closures
and traffic control. Traffic control may require flagmen, signs, and cones. We understand any
permitting required to drill our borings will be provided by the client.
The drilling services for this project will be performed by a drilling subcontractor or Terracon's in-
house drillers. During drilling, soil samples will generally be collected utilizing either open -tube
samplers or the Standard Penetration Test. Once the samples have been collected and classified in
the field, they will be properly prepared and placed in appropriate sample containers for transport to
our laboratory. The borings will be backfilled with soil cuttings and patched at the surface with
asphaltic concrete, where applicable.
We plan to access the boring locations with standard truck -mounted drilling equipment. Our cost
estimate assumes that the site can be accessed during normal business hours and does not include
services associated with obtaining right -of -entry permits, surveying of boring locations, location of
on-site underground utilities, or the use of special equipment for unusually soft or wet surface
conditions. If such conditions are known to exist on the site, Terracon should be notified so that we
may adjust our scope of services and estimated fees, if necessary.
Terracon will notify Texas811, a free utility location service, prior to our drilling program to help
locate public utilities within dedicated public easements. If underground utilities are known to exist
on the site, Terracon should be notified so that we may review utility plans to help avoid the existing
lines. Terracon cannot be responsible for utilities for which we are unaware or that are improperly
located in the field.
Laboratory Testing. The sample classifications will be reviewed and a laboratory testing program will
be assigned which will be specific to the project requirements and the subsurface conditions
observed. The testing program could include, but may not be limited to, moisture contents, unit dry
weights, Atterberg Limits, compressive strength tests, and grain -size analyses.
Engineering Report. The results of our field and laboratory programs will be evaluated by a
professional geotechnical engineer licensed in the State of Texas. Based on the results of our
evaluation, a geotechnical engineering report will be prepared for the project which includes the
results of the testing performed and provides Boring Logs and a Boring Location Plan. The report
will also provide geotechnical engineering recommendations which will address:
• Site and subgrade preparation;
• Groundwater control and excavations;
• Uplift and lateral earth pressures;
Responsive . Resourceful ■ Reliable
Cost Estimate for Geotechnical Engineering Services
Orange Street and Linwood Street Reconstruction • Pearland, Texas
March 28, 2016 • Terracon Document No. P92165196
Page 3
• Utility bedding and backfill considerations; and
• Pavement design guidelines.
lrerracon
Schedule. We can initiate our field operations within six to nine working days following authorization
to proceed, if site access and weather conditions will permit. We anticipate completion of our
services and submittal of our final report within three weeks after completion of our field services. In
situations where information is needed prior to submittal of our report, we can provide verbal
information or recommendations for specific project requirements directly after we have completed
our field and laboratory programs.
3.0 COMPENSATION
For the scope of services outlined in this cost estimate for geotechnical services, which includes a
total drilling footage of 180 feet, we estimate a lump sum cost of $9,600. This cost assumes two
days of traffic control at a rate of $1,300 per day. The cost of our services will not exceed these
amounts without prior approval of the client.
Additional consultation (such as attendance on a project conference call, engineering analysis,
review of project documents, etc.) requested will be performed on a time -and -materials basis. The
fee to provide additional consultation services will be in excess of the above provided fee to
complete the geotechnical services and will not be incurred without prior approval of the client.
4.0 AUTHORIZATION
Environmental Considerations. In an effort to reduce the potential for cross -contamination of
subsurface media and exposure of site workers to contaminants that might be present at the site,
Terracon requests that prior to mobilization to the site, the client inform Terracon of known or
suspected environmental conditions at or adjacent to the site. If adverse environmental conditions
are present, additional expenses may be necessary to properly protect site workers and abandon
borings that penetrate affected groundwater -bearing units. If an environmental assessment has not
been conducted at the site, Terracon can submit a proposal for the performance of a Phase I
Environmental Site Assessment (ESA).
If Terracon is not informed of potentially adverse environmental conditions prior to the geotechnical
services, Terracon will not be responsible for cross -contamination of groundwater aquifers, soil
contamination, or any modification to the environmental conditions to the site that may occur during
our geotechnical services. The geotechnical scope of services described above is based on our
assumption that the site does not pose environmental risks to the personnel conducting the
geotechnical exploration services.
Agreement for Services. We have included a copy of our "Agreement for Services." If you agree to
the conditions set forth in this cost estimate, please sign and return a copy of the accompanying
Responsive is Resourceful ■ Reliable
Cost Estimate for Geotechnical Engineering Services
Orange Street and Linwood Street Reconstruction Pearland, Texas
March 28, 2016 Terracon Document No. P92165196
Page 4
lierracon
Agreement for Services to our office. If you have any questions regarding the terms and conditions
in the agreement, or any other aspect of this cost estimate, please feel free to contact us.
We appreciate the opportunity to provide this cost estimate and look forward to working with you on
this project.
Sincerely,
Terracon Consultants, Inc.
(Texas Firm Registration No. F-3272)
Patrick Montgomery, P.E.
Project Engineer
Patrick B'echer, P.E.
Geotechnical Services Manager
Attachment: Agreement for Services
Responsive i Resourceful r Reliable
Brett A. Pope, P.E.
Project Manager
March 23, 2016
ARKK Engineers
7322 Southwest Freeway, Suite 1040
Houston, Texas 77074
Attn: Mr. David Kasper, P.E.
Re: Cost Estimate for Geotechnical Engineering Services
Old Alvin Road Detention Basin
NWC of Old Alvin Road and Town Ditch
Pearland, Texas
Terracon Document No. P92165179.Revision2
Dear Mr. Kasper:
lrerracon
Terracon Consultants, Inc. (Terracon) understands we have been selected based on qualifications to
provide geotechnical engineering services for the above referenced project. This letter outlines our
understanding of the scope of services to be performed by Terracon for this project and provides an
estimate of the cost of our services.
1.0 PROJECT INFORMATION
Item Description
Location
Existing conditions
Proposed improvements
The proposed Old Alvin Road Detention Basin is located northwest of the
Old Alvin Road bridge crossing at Town Ditch in Pearland, Texas.
Based on satellite images available at the time of this cost estimate, the site
appears to be grass covered. We understand that the area within the
proposed detention basin is accessible with an all -terrain vehicle (ATV)
mounted drilling rig.
Detention basin with an assumed maximum depth of 13 feet and sideslopes
of 3 Horizontal to 1 Vertical (3H:1 V) or flatter.
A layout of the site was unavailable at the time of this cost estimate. We request that boring
locations be provided to us prior to mobilizing our field crew. If our understanding of the project is not
accurate, please let us know so that we may adjust our scope of services and estimated cost, if
necessary.
2.0 SCOPE OF SERVICES
A brief summary of the services to be provided by Terracon is presented in the following paragraphs.
Terracon Consultants, Inc. 11555 Clay Road, Suite 100 Houston, Texas 77043 Registration No. F-3273
P (713) 690-8989 F (713) 690-8787 terracon corn
Geotechnical • Environmental • Construction Materials ■ Facilities
Cost Estimate for Geotechnical Engineering Services
Old Alvin Road Detention Basin • Pearland, Texas
March 23, 2016 • Terracon Document No. P92165179.Revision2
Page 2
lierracon
Field Program. As requested, the field program is planned to consist of drilling four test borings to
depths of 20 feet in the area of the proposed detention basin. The total drilled footage is planned to
be 80 feet.
The borings will be located in the field by use of a hand-held Global Positioning System (GPS) unit
with an accuracy of approximately ± 25 feet. The layout of the borings and test locations will be
approximate. Boring depths will be measured from existing grade.
The drilling services for this project will be performed by a drilling subcontractor or Terracon's in-
house drillers. During drilling, soil samples will generally be collected utilizing either open -tube
samplers or the Standard Penetration Test. Once the samples have been collected and classified in
the field, they will be properly prepared and placed in appropriate sample containers for transport to
our laboratory. The borings will be backfilled with soil cuttings.
We plan to access the boring locations with all -terrain vehicle (ATV) mounted drilling equipment. Our
cost estimate assumes that the site can be accessed during normal business hours and does not
include services associated with obtaining right -of -entry permits, clearing of pathways, surveying of
boring locations, location of on-site underground utilities, or the use of special equipment for
unusually soft or wet surface conditions. If such conditions are known to exist on the site, Terracon
should be notified so that we may adjust our scope of services and estimated fees, if necessary.
Terracon will notify Texas811, a free utility location service, prior to our drilling program to help locate
public utilities within dedicated public easements. If underground utilities are known to exist on the
site, Terracon should be notified so that we may review utility plans to help avoid the existing lines.
Terracon cannot be responsible for utilities for which we are unaware or that are improperly located
in the field.
Laboratory Testing. The sample classifications will be reviewed and a laboratory testing program will
be assigned which will be specific to the project requirements and the subsurface conditions
observed. The testing program could include, but may not be limited to, moisture contents, unit dry
weights, Atterberg Limits, compressive strength tests, and grain -size analyses.
Engineering Report. The results of our field and laboratory programs will be evaluated by a
professional geotechnical engineer licensed in the State of Texas. Based on the results of our
evaluation, a geotechnical engineering report will be prepared for the project which includes the
results of the testing performed and provides Boring Logs and a Boring Location Plan. The report will
also provide geotechnical engineering recommendations which will address:
• Slope stability analyses of the detention basin sideslopes; and
• Detention basin construction considerations.
Schedule. We can initiate our field operations within six to nine working days following authorization
to proceed, if site access and weather conditions will permit. We anticipate completion of our
Responsive ■ Resourceful ■ Reliable
Cost Estimate for Geotechnical Engineering Services
Old Alvin Road Detention Basin • Pearland, Texas
March 23, 2016 • Terracon Document No. P92165179.Revision2
Page 3
lierracon
services and submittal of our final report within three weeks after completion of our field services. In
situations where information is needed prior to submittal of our report, we can provide verbal
information or recommendations for specific project requirements directly after we have completed
our field and laboratory programs.
3.0 COMPENSATION
For the scope of services outlined in this cost estimate for geotechnical services, we estimate a total
cost of $4,600. The cost of our services will not exceed these amounts without prior approval of the
client.
Additional consultation (such as attendance on a project conference call, engineering analysis,
review of project documents, etc.) requested will be performed on a time -and -materials basis. The
fee to provide additional consultation services will be in excess of the above provided fee to
complete the geotechnical services and will not be incurred without prior approval of the client.
4.0 AUTHORIZATION
Environmental Considerations. In an effort to reduce the potential for cross -contamination of
subsurface media and exposure of site workers to contaminants that might be present at the site,
Terracon requests that prior to mobilization to the site, the client inform Terracon of known or
suspected environmental conditions at or adjacent to the site. If adverse environmental conditions
are present, additional expenses may be necessary to properly protect site workers and abandon
borings that penetrate affected groundwater -bearing units. If an environmental assessment has not
been conducted at the site, Terracon can submit a proposal for the performance of a Phase 1
Environmental Site Assessment (ESA).
If Terracon is not informed of potentially adverse environmental conditions prior to the geotechnical
services, Terracon will not be responsible for cross -contamination of groundwater aquifers, soil
contamination, or any modification to the environmental conditions to the site that may occur during
our geotechnical services. The geotechnical scope of services described above is based on our
assumption that the site does not pose environmental risks to the personnel conducting the
geotechnical exploration services.
Agreement for Services. We have included a copy of our "Agreement for Services." If you agree to
the conditions set forth in this cost estimate, please sign and return a copy of the accompanying
Agreement for Services to our office. If you have any questions regarding the terms and conditions
in the agreement, or any other aspect of this cost estimate, please feel free to contact us.
Responsive ■ Resourceful ■ Reliable
Cost Estimate for Geotechnical Engineering Services
Old Alvin Road Detention Basin . Pearland. Texas
March 23, 2016 g Terracon Document No. P92165179.Revision2
Page 4
lferracon
We appreciate the opportunity to provide this cost estimate and look forward to working with you on
this project.
Sincerely,
Terracon Consultants, Inc.
(Texas Firm Registration No. F-3272)
Patrick Montgomery, P.E.
Project Engineer
Patrick . Belcher, P.E.
Geotec nical Services Manager
Attachment: Agreement for Services
Responsive r Resourceful r Reliable
Brett A. Pope, P.E.
Project Manager
C.N. Koehl
Urban Forest , Inc.
April 6, 2016
Mr. David Kasper, P.E.
ARRK Engineers
7322 Southwest Fwy, Suite 1040
Houston, Texas 77074
Re: Proposal for Urban Forestry Consulting Services on the City of Pearland,
Roadway Reconstruction Project along:
East Orange Street between Main Street (Hwy 35) and Schleider
Old Alvin Road between Plum Street and East Orange Street
Linwood Street between Old Alvin Road and East Orange Street
Dear Mr. Kasper,
As per your request, C.N. Koehl Urban Forestry, Inc proposes to provide Urban
Forestry Consulting services for design phase of the City of Pearland Street
Reconstruction Project referenced above. Approximately 6,800 1.f. of project right of
way will be evaluated for proposed paving, drainage, and associated utility relocations.
Based on your request for proposal, and our most recent experience on similar projects,
we propose to provide the following Urban Forestry services:
Phase 2 — Design Services
Field Evaluation/Site Visit
We will walk each side of the street on which construction is proposed and
evaluate the species, size, condition, and preservation feasibility of each tree. We will
confirm the surveyed location of each tree and approximately locate any trees that may be
impacted that were not picked up by surveyor. Proposed construction activity adjacent to
each tree will be evaluated to determine impacts on long-term tree survival.
Fee for Field Evaluation/Site Visit
12.0 hours @ $110.00/hour $1,320.00
60% Submittal Tree Preservation Plan
The plan and profile drawings, provided by the engineer, will be reviewed to
determine treatment for each tree. Each tree will be numbered on the drawings. A tree
treatment schedule will list each tree by number, species, diameter, condition, and
anticipated treatment. Each tree (public and private) adjacent to construction activity will
be evaluated to ensure that construction activity will not destroy too much of the
structural root system. Destroying too much of the structural root system leaves the tree
unstable, which could create liabilities. Should we find any conflicts with proposed
210 Stone Bush Ct.° Katy, Texas 77493 Phone 281-391-0022 ckoehl@koehlurbanforestry.com
Mr. David Kasper, P.E.
Pearland Roadway Reconstruction, Urban Forestry Proposal
Page 2 of 3
construction or any liability issues we will make recommendations for minor design
changes or for removal of the tree.
We will develop an Autocad drawn tree protection plan which will identify the
mitigative and protective treatments needed to ensure long term tree survival. Plan and
profile drawings, provided by the engineer, will be used to indicate each tree by number,
and exact location of preservation treatments (protection fencing, root pruning trench,
zero curb cutback, etc.). A specification addressing tree protection will be provided to
address all recommendations made in the treatment schedule and on the plans. Details
for tree treatments will be included in the tree protection plan. Quantity totals and cost
estimates for each tree treatment will be provided. The tree protection plan,
specifications, and quantity totals and cost estimates will be emailed to your office, so
that they may be used as needed. The AutoCad drawn tree protection plan will include
our logo with a signature line, which we can sign at the mylar stage if you would like.
The tree protection plan will identify trees that may be protected and treatments required
for protection, trees to be removed, and will also document condition of adjacent trees
with pre-existing conditions. We will need 12-20 business days to complete the field
evaluation and preliminary tree protection plan.
Fee for Preliminary Evaluation/Plan
26.0 hours @ $110.00/hour $2,860.00
Tree Protection Plan for 90% submittal
We will review the construction design between the 60% and 90% submittal,
following comments from the City on recommendations made in the 60% submittal, to
ensure that any design changes that may have been made are incorporated into the tree
protection plan. Changes necessary to the tree protection plan will be completed in the
DWG drawings and resubmitted to engineer for submittal. Quantity/Cost estimates, and
specifications will be updated and forwarded to engineer. We will need 7-10 business
days to complete the 90% Tree Protection Plan.
Fee for 90% Tree Protection Plan
7.0 hours @ $110.00/hour $770.00
Tree Protection Plan for Final submittal
We will review the construction design between the 90% and final submittal,
following comments from the City on recommendations made in the 90% submittal, to
ensure that any design changes that may have been made are incorporated into the tree
protection plan. Changes necessary to the tree protection plan will be completed in the
DWG drawings and resubmitted to engineer for submittal. Quantity/Cost estimates, and
specifications will be updated and forwarded to engineer. We will sign the mylar set of
the Tree Protection Plans prior to final submittal. We will need 7-10 business days to
complete the Final Tree Protection Plan.
Fee for Final Tree Protection Plan
5.0 hours @ $110.00/hour $550.00
Mr. David Kasper, P.E.
Pearland Roadway Reconstruction, Urban Forestry Proposal
Page 3 of 3
Drafting AutoCAD (DWG) files of Tree Preservation Plan
We do have AutoCAD capabilities and will provide a CAD drawn document. We
will need the electronic files of proposed construction in DWG format. We will use the
project title block and insert plan drawings at a 1:40 scale, triple banked on each sheet,
similar to most traffic control plans. This format typically allows us to fit approximately
1,200-1,5001.f. per sheet, which would give us approximately 6 plan sheets on this
project. 2 sheets will include project details and specifications, for a total of 8 Tree
Protection Plan sheets. The drawings will be emailed, or posted to your ftp site so that
you may plot the files as you need them. CAD drafting will be completed in conjunction
with the Tree Preservation Plan. No additional time required.
Fee for Drafting DWG files of the Tree Preservation Plan $1,050.00
Phase 2 CAD drawn Tree Protection Plan Fees
Urban Forestry Services $5,500.00
Drafting Services $1,050.00
Total Phase 2 Services Fees $6,550.00
We have utilized the services contained in this proposal on similar projects for
The City of West University Place Infrastructure Replacement Program, City of Houston
Neighborhood Street Reconstruction Program, City of Houston Surface Water
Transmission Program, City of Missouri City Street Reconstruction, City of Friendswood
Street Reconstruction, City of Piney Point Street Reconstruction, City of Baytown Street
Reconstruction, City of Pearland Street Reconstruction and numerous City of Houston
waterline and sewer projects in the past. It is our goal to provide you the most effective,
efficient, and value added services we can provide. We are willing to provide services in
whatever capacity you deem appropriate.
If this proposal meets with your approval and you would like to retain our
services, please forward your standard agreement or a notice to proceed, and we will
schedule the work as soon as we receive the plan and profile sheets. We greatly
appreciate the opportunity to present this proposal and look forward to working with you
on this project. If you have any questions or would like to make any changes, please do
not hesitate to call me or Craig at 281-391-0022.
Respectfully submitted,
vtLQ
Sarah Koehl
President
City of Pearland
Paving and Drainage Improvements to: Old Alvin, Linwood. Orange
and
Trail Connectivity Phase III (Town Ditch, Main to Old Alvin)
Project Cost Estimate
Pro ect Cost Estimate Summar :
PHAS 1 - L WOOD ST & OLD ALVIN GMENT 1 Plum to Orange (ARKK)
Linwood - Paving and Drainage
Linwood - Utility Adjustment Budget
Linwood - Street Light Conduit Budget
Old Alvin Rd - Paving and Drainage
Old Alvin Rd - Utility Adjustment Budget
Old Alvin Rd - Street Light Conduit Budget
Old Alvin Rd - Fiber Optic Conduit Budget _
Subtotal Construction:
Engineering - PER
Engineering - Final Design
Traffic Control Plan
SWPPP
Engineering - Bid Phase
Engineering - Construction Admi
TDLR Budget
Reproduction Budget
Surveying Services
Geotechnical Services
$765.465
$10,500
$84,500
$804,845
$15.000
$44,200
$35,000
$1,759.510
Incl'd ARKK
$90,360 ARKK
$8,520 ARKK
$2,560 ARKK
$3,410 ARKK
$31,420 ARKK
$1,500 ARKK
$2,500 ARKK
Est. Construction Mgmt. Service:
Surveying During Constr. Phase
Est. Materials Testing Services
Construction Contingency:
Total Project:
Budget Breakdown: Linwood:
Old Alvin:
$1,207,850
$1,262,005
$11,850 CL Davis
$1,760 Terracon
$87,980 TBD
$2,197 CL Davis
$26,390 TBD
$439,900 25%
$2,469,856
PHASE 2 - E. ORANGE STREET Main St. to Schleider (ARKK)
Orange Street - Paving and Drainage
Orange Street - Utility Adjustment Budget
Orange Street - Street Light Conduit Budget
Subtotal Construction:
Engineering - PER
Engineering - Final Design
Traffic Control Plan
SWPPP
Engineering - Bid Phase
Engineering - Construction Ad
Increased Constr. Phase Suppor
$4,408,075
$35,000
$309,400
$4,752,475
$119,720 ARKK
$215,500 ARKK
$17,960 ARKK
$5,990 ARKK
$3,990 ARKK
mi $53,870 ARKK
$16,625 ARKK
$2,500 ARKK
TDLR Budget
Reproduction Budget
Surveying Services
Urban Forester Services
Geotechnical Services
Est. Construction Mgmt. Service:
Surveying During Constr. Phase _
Est. Materials Testing Services
Construction Contingency:
Total Project:
$5,000 ARKK
$51,488 CL Davis
$7,205 CN Koehl
$8,800 Terracon
$237,630 TBD
$6,377 CL Davis
$71,290 TBD
$1.188,120 25%
$6,764,540
PHASE 3 - OLD ALVIN ROAD Orange St. to McHard (GC Engineering)
Old Alvin Rd - Paving and Drainage, Detention Pi
Old Alvin Rd - Utility Adjustment Budget
Old Alvin Rd - Street Light Conduit Budget
Old Alvin Rd - Fiber Optic Conduit Budget
Subtotal Construction:
Project Management
Engineering - PER
Engineering - Final Design
Traffic Control Plan
$4,882,375
$42,500
$338,000
$260,000
$5,522,875
$46,880 ARKK
Incl'd GC
$372,000 GC
Incl'd GC
SWPPP
Engineering - Bid Phase
Engineering - Construction Admi
Hydraulic Impact Analysis
TDLR Budget
Reproduction Budget
Surveying Services
Geotechnical Services
Environmental Services
Increased Constr. Phase Suppor
Additional Env. Services
Est. Construction Mgmt. Service:
Surveying During Constr. Phase
Est. Materials Testing Services
Construction Contingency:
Total Project:
$4,800 GC
$5,000 GC
$55,000 GC
$32,000 GC
$2,500 GC
$5,000 GC
$47,671 CL Davis
$5,060 Terracon
$8,250 Terracon
$19,200 ARKK
$14,025 Terracon
$276,150 TBD
$7,037 CL Davis
$82,840 TBD
$1,378,600 25%
$7,884,888
PHASE 4 - Town Ditch Hike & Bike Trail Main St. to Old Alvin (ARKK)
Town Ditch Trail (8' Wide Concrete)
Subtotal Construction:
Engineering - PER
Engineering - Final Design
SWPPP
Engineering - Bid Phase
Engineering - Construction Admi
TDLR Budget
Reproduction Budget
Surveying Services
Est. Construction Mgmt. Service:
Est. Materials Testing Services
Construction Contingency:
Total Project:
$602,770
$602,770
$21,400 ARKK
$37.800 ARKK
$1,070 ARKK
$1,430 ARKK
$10,700 ARKK
$2,500 ARKK
$2,500 ARKK
$15,051 CL Davis
$30.140 TBD
$9.040 TBD
$150,700 25%
$885,101
TOTAL ALL PROJECTS: $18,004,385
ARKK Engineers, LLC
PROJECT SCHEDULE CHART
Pearland Street Improvents - East Orange, Old Alvin Rd., and Linwood Street
Werk
L:.;.O,. ;1:1.1 1• I::/., :v _r . r .0 ... i., n. .r ...
it
11111V11 ;12/16/1/,11/161111J /I / .8411/ : 106,, s,16 I0IN2/111 lol/AVta
J4 It
inny,•17 11 .;1/2,111, nHl/ O6,661N .661,6/6.k1Aw/1•_ Sa5V
!:^/16,7 al66. OV'0/ WxYU 111V1 Jwana m/Wu�aV
0
_ _ _ _
.I:.v '...: .r ',.a.n6 :v:el6ucn6 o.N:/u"lovm. a6l>ul• I66/2v1$ kulyu
n.
PACKAGE 1 - LINWOOD ST and OLD ALVIN TO ORANGE STREET
I 260,r
time mrr.n
1,et60 Plr. 4 6Jwr-16 650 iNon•16 D.,Ipr -.-_ —"
Nnl nldAw•1dP6nr 2.320v.16 --60 __. - 1.806.11
(ors611,6ltron Phase r 264n I) 180
r -
PACKAGE 2 - EAST ORANGE STREET - MAIN ST. TO SCHLEIDER _
1 560,1 lone fwwsh
Ilesltn )Mase _ 6466.16
100 1.Ap-17 D•.4,, ��
Ann..;P6ate WJ7 --_.. 60 _ . 6100.}1 _._.._�. _.._.�___
it'd and A
<onttlrAf 00 Matt 1 24 1 200.1/ 600 116-536,78
PACKAGE 3 -OLD ALVIN ROAD - EAST ORANGE TO MCHARD RD.
.h IAn PInne f 660? 26 160 1.626.11
-
i
X61,118 dFlat r I:11;071/ 60
[...ardor Phase31.60.27 360 26161.18
PACKAGE 4 -TOWN DITCH TRAIL- MAIN ST. TO OLD ALVIN RD -
51262 . Ione
:,,,ti! P6ne I (6•16,n16 l30 1 )110e 17 ,_•1,��{ 7a J.. -S1'''F
. I
Sul dA dPh t• I i11062/ 60 23460,1) `
10,6,6.066 Me,11446,47 !JO 11 Juf-17 'r_— J..._....�1.t �s
*1
ItI -
4
1
1
•
6-6-.i--�-,
Cun. Ir uct.o6 .�
0016 Awad
:1' L