HomeMy WebLinkAboutCA SA No. 10 LS2 & FM with 4Waters EXECUTIVE SUMMARY
AGENDA ITEM:
Proposed Supplemental Agreement No. 10 with Four Waters Engineering, Inc (4Waters) for Lift
Station No. 2 (LS 2) and Force Main Replacement Design and Construction Administration
Services
Date: June 16, 2022
BACKGROUND:
On September 7,2021,the Board of Supervisors approved a supplemental agreement with 4Waters
to develop a conceptual design for LS 2. The initial phase of the project was a basis of design
report,which included survey, geotechnical work, environmental study, and structural evaluation.
In addition,4Waters performed a hydraulic analysis on a portion of the CCUA sewer transmission
system. That analysis identified an undersized force main along Doctors Lake Drive. This finding
aligned with operational concerns with multiple lift stations on the system. To improve conditions,
4Waters recommends CCUA replace 3,900 linear feet of 8-inch force main with a 12-inch force
main.
Staff would now like to engage the same 4Waters team for the full design phase. 4Waters will
-0 prepare a bid package that includes both LS 2 and the force main replacement.
m
a.
as BUDGET:
0
3 Staff budgeted $2,948,000.00 between the current (Fiscal Year 21/22) and next (Fiscal Year
22/23). We will update the budgets through a formal change management process as the design
ce for this project develops. Staff considers the attached scope and fee of$334,832.53 reasonable
and competitive for the scope of services involved.
CCNA:
CCNA, F.S. s. 287.055, does apply to the use of a consultant under continuing contract. The
anticipated construction cost for the project does not exceed $4 million. Staff negotiated the
Supplemental Agreement in compliance with F.S. s. 287.055. Staff and the consultant negotiated
the scope and fee for the professional services at a compensation that CCUA determines is fair,
competitive, and reasonable.
RECOMMENDATION:
Staff respectfully recommends Board of Supervisor approval of the attached Supplemental
Agreement No. 10 with Four Waters Engineering, Inc., for Lift Station No. 2 and Force Main
Replacement Design and Construction Administration Services
ATTACHMENTS:
Supplemental Agreement No. 10
Scope and Fee Proposal Dated June 15, 2022
Map
//TLS (Author)
//AB (Review)
//TLS (Final)
Supplemental Agreement No. 10 to Professional Engineering Services Agreement No.
18/19 No. 3 to provide Professional Engineering Services for Lift Station No. 2 and Force Main
Replacement Design and Construction Administration Services
Engineer: Angela Bryan, P.E. Owner: Clay County
Four Waters Engineering, Inc. Utility Authority
324 6th Avenue North
Jacksonville Beach, Florida 32250
Date: June 21, 2022
Item Description of Services
Provide Professional Engineering services as
requested and identified in the attached scope of
services and fee proposal dated June 15, 2022.
Task No. 1-5 Total Design Services $256,607.53
Task No. 6 Total Construction Administration Services $78,225.00
Total not to exceed fee $334,832.53
This document, along with the scope and fee proposal dated June 15, 2022, shall become an amendment
to the Professional Engineering Services Agreement No. 18/19 No. 3 and all provisions of the
Agreement will apply hereto.
Accepted by: Date:
Engineer:
Angela Bryan, P.E.
President
Four Waters Engineering, Inc.
Accepted by: Date:
Owner:
Jeremy Johnston, P.E., MBA
Executive Director
Clay County Utility Authority
FOUR WATERS ENGINEERING, INC.
324 6th Avenue North
0 Jacksonville Beach, FL 32250
(904) 414-2400 Office
June 15, 2022
Sent Electronically
Teri L. Shoemaker, P.E.
Chief Operations Officer
Clay County Utility Authority
3176 Old Jennings Road
Middleburg, FL 32068
Email: TShoemaker@clavutilitv.org
Re: Proposal for Professional Engineering Services
LS2 Rehabilitation and LS2 8-inch Forcemain Replacement
Dear Ms. Shoemaker:
Four Waters Engineering, Inc. (4Waters) is pleased to provide this proposal to Clay County Utility
Authority (CCUA) for design services related to the final design, permitting and construction
administration of LS2 and of the replacement of the 8-inch segment of the LS2 forcemain with 12-
inch pipe. 4Waters has previously completed a conceptual design of LS2 and a hydraulic analysis of
to the LS2 manifolded forcemain system. A summary of our understanding of the design scope of work
and existing conditions of LS2 and the 8-inch forcemain segment is provided below.This scope of work
and proposal is based on an understanding that the LS2 site improvements and LS2 8-inch forcemain
replacement projects will be bid and constructed together, under one contract.
Project Understanding:
Project site is 2724 Shenandoah Dr. S., Orange Park, FL and is the location of CCUA's existing Lift
Station 2 (LS2). No other lift stations discharge directly to LS2, all influent flow is by gravity sewer.The
lift station facilities are in need of upgrade to address short cycling of the pumps and flooding issues
at the site, and to bring the facilities up to current CCUA standards. Due to the flooding issues at the
site, the preferred method of rehabilitation is to relocate the lift station north up the site to a higher
elevation.
Proposed LS2 components will be designed in accordance with the updated CCUA lift station standard
prepared by 4Waters with CCUA review comments and feedback incorporated and are generally
anticipated to include the following as depicted in the 30%design drawings submitted April 22, 2022:
- Triplex lift station with 35 Hp pumps (Flygt)
• Valves will be installed aboveground, not in a valve vault;
• Raised and reduced site footprint of 38'x55' due to site restrictions and grades;
• Area within fencing will be concrete in lieu of filter cloth and no. 57 stone;
- New 125 KW generator with 500-gallon belly fuel tank
- Rerouting/extension of influent gravity sewer with 10-inch and 15-inch piping;
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- Rerouting of discharge forcemain with 10-inch forcemain tying into the existing forcemain
near the northeast side of the site;
- Retaining wall for stabilization of proposed lift station area;
- Changing overhead electric to underground;
- Abandonment/demolition of existing lift station facility and other wet well structure on
northwest corner of site.
During the conceptual design of LS2 and LS3 and the associated analysis of the manifolded forcemain
system which these lift stations share with five other lift stations (LS1, LS12, LS16, LS23, and LS24),
operational issues were confirmed with several of the lift stations which were caused in part to an
undersized 8-inch forcemain segment in the manifolded forcemain. The operational issues were
specifically with LS2, LS3 and LS23 which were noted to short cycle and have difficulty operating
together at the same time. It was identified during the existing conditions analysis that this is in part
due to an undersized 8-inch forcemain that LS2, LS23, LS12 and LS1 all operate on at the most
upstream part of the system. LS1 and LS2 represent two of the larger stations in the manifolded
system and are extremely limited by the 8-inch forcemain.
To alleviate some of these operational issues and allow for increase in the capacity of LS2,
replacement of approximately 3,900 linear feet (LF) of existing 8-inch forcemain with 12-inch
forcemain is recommended.Approximately 3,650 LF of 12-inch forcemain will be installed by open cut
along Doctors Lake Drive and 250 LF of forcemain will be installed by horizontal directional drill
underneath Lucy Branch.There will be two tie-in locations to the existing forcemain along Doctors Lake
Drive with one location at Shenandoah Drive East and the other location at Greenridge Road. The
existing 8-inch forcemain will be placed out of service after the installation of the 12-inch forcemain is
to completed and operational.
Scope of Services
4Waters in conjunction with our teaming partners, Charles Bassett & Associates, Inc. (CBA) (survey),
DRMP (SUE), CSI Geo, Inc. (Geotechnical), LG2 Environmental Solutions, Inc. (LG2ES)
(wetland/species), W.D. Lassetter, PE (Electrical Engineering), and Keister Webb (Structural
Engineering) will provide the following scope of services for the final design and construction
administration of LS2 and the 8-inch LS2 forcemain replacement.
Task 1. Project Initiation, Data Gathering and Management
Task 1.1 Project Initiation and Project Management
As this is a continuation of the design for LS2, it is assumed a kickoff meeting is not necessary and
4Waters will initiate design work immediately based on the 30% conceptual analysis feedback
received from CCUA May 10, 2022. 4Waters will initiate the data collection activities for the LS2 8-
inch forcemain segment replacement as noted in the following sections. Data collection for the LS2
site was completed as part of the conceptual design phase.
Monthly project management of the project is also included as part of this task.
Task 1.2 Survey and Subsurface Utility Exploration
CBA shall provide the following noted survey services and DRMP shall provide the following subsurface
utility exploration (SUE)services for the LS2 8-inch forcemain segment replacement:
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- A topographic survey(data points across easement at 50 ft intervals) in accordance with
current CCUA standards shall be performed along the route-approximately 3860 feet
starting 50 feet southwest of the intersection of Doctors Lake Dr. and Shenandoah Dr. E.,
along Doctors Lake Dr.to 100 feet northeast of the intersection of Greenridge Rd. and
Doctors Lake Dr.
o Survey 50 feet back at cross streets along the route:
• Hickory Cove Ln
• Lullwater Ln
• Osprey Nest Pt
• Inlet Ln
• Kings Cv
• Jar Cv
• Lakeside Villa Rd
- Survey shall include the following:
o Full width ROW survey for Shenandoah Dr. E. and Doctors Lake Dr.
o ROW, easement, and parcel boundary lines.
o Locate existing trees and determine the size and species of existing trees.
o Include existing street addresses on parcels identified during the surveying process.
o Establish Vertical Datum in NAVD 88 and set and post a benchmark every 1000'.
o Reference survey to NAD83, Florida State Plane Coordinate System and expressed in
United States Survey Feet horizontally. A horizontal control pair set every 1000'.
o Locate any visible above ground improvements, sanitary and drainage structures with
to inverts and sizes if obtainable, overhead utility lines and poles, utility structures,
trees, vegetation, sidewalk, roadway center line, curb and gutter, driveways,
mailboxes, valves,fire hydrants, guardrails,fencing, signs, etc.
o The survey will also include gathering the location and identification of underground
utilities along the route (Level B designations to be provided by DRMP).
o Level A test holes (up to 20) (to be conducted by DRMP) data collection after review
of survey is conducted.
o Locate geotechnical borings for the project(to be conducted by CSI Geo) (up to 8 -
approximately every 500 feet).
o Locate Wetland lines/delineation and protected vegetation (to be flagged by LG2
Environmental).
o Prepare a final AutoCAD survey meeting the standards set by CCUA and 4Waters.
4Waters will review the survey and verify onsite. CBA will address any review comments.
Task 1.3 Geotechnical Analysis
CSI Geo, Inc. shall provide the following preliminary geotechnical (soil) investigation along the LS2 8-
inch forcemain segment replacement route:
1. Perform subsurface explorations along the forcemain route necessary for the
characterization of the existing subsurface conditions and development of preliminary
design criteria for the proposed forcemain. For budgeting purposes, it has been assumed
that geotechnical borings will be required every 500 ft. and to a depth of at least five (5)
feet below the pipe invert and the anticipated trenchless installation.
a. Seven (7) 10 ft. deep borings for open cut have been included.
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b. Two (2) 40 ft. deep SPT borings have been included for the anticipated trench less
installation under Lucy Branch. One boring will be completed on each side of the
crossing.
c. Four pavement cores have been included, one each for Shenandoah Dr. E. and
Greenridge Rd, and two for Doctors Lake Dr.
2. Perform classification tests on selected samplings obtained from the borings.
3. Visually classify soil samples in general accordance with the ASHTO Classification System
and prepare Test Boring Records.
4.Summarize the results of the geotechnical investigations and provide recommendations for
surface preparation and design of the proposed forcemain.
5. Ductile Iron Pipe &Steel Casing Soil Corrosivity Testing shall be provided.
6. Review site specifications and revise as appropriate for site-specific requirements. Provide
a signed and sealed copy of the final version of the geotechnical report.
Geotechnical services in support of groundwater analysis and dewatering efforts have not been
included. For the LS2 8-inch forcemain segment replacement, dewatering during construction is not
anticipated given the planned open cut installation method and conceptually presumed horizontal
directional drilling for trenchless installation under Lucy Branch. Florida Department of Environmental
Protection (FDEP's) Contamination Locator Map does not indicate any known contamination areas
within 500 feet of the project forcemain route or within 500 feet of the LS2 site. Accordingly, even
though dewatering will be necessary for the LS2 rehabilitation, groundwater analysis, dewatering plan
to development, and permitting have not been included in the project design scope of work.
Requirements will be included in the design construction documents for the contractor to be
responsible for dewatering plan development and FDEP, water management district, and any other
required permitting, for dewatering activities anticipated by the contractor to be necessary.
Task 1.4 Wetland and Wildlife Evaluation
LG2 Environmental Solutions, Inc. (LG2ES)shall provide jurisdictional wetland delineation assessment
along the proposed forcemain route and shall conduct a wildlife assessment of the project route.
LG2ES will delineate the site jurisdictional wetlands pursuant to the current regulations and guidelines
of the FDEP and the St.Johns River Water Management District(SJRWMD).Wetland limits will be field
staked/flagged, labeled alpha-numerically, and located with a GPS. Upon completion, a flagging key
map will be provided to the project surveyor. A Uniform Mitigation Assessment Methodology (UMAM)
and Mitigation Plan has also been included in case wetland impacts are necessary. This will include
evaluation of potential direct and indirect wetland impacts, development of a mitigation plan, and
conservation easement coordination. The wetland/wildlife assessment will focus on known habitats
of State and Federal listed flora and fauna species and will be summarized in a report.
Task 2 - LS2 Final (90%and Bid) Design
Task 2.1 - 2.2 - LS2 90%and Bid Construction Contract Documents
The 4Waters team will continue with the design of the LS2 replacement project utilizing the conceptual
site layout prepared and submitted to CCUA April 22, 2022 and any CCUA requested or recommended
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modifications as received May 10, 2022. The design process will move directly to the 90% milestone
with preparation of detailed design for 90%followed by Bid Construction Contract Documents.
The project drawings will build from the 30% documents and will include cover page; general notes;
plan view drawings of the existing conditions; demolition plan with profile as appropriate; proposed
site plan including wet well layout, influent gravity sewer rerouting, discharge forcemain piping,
electrical components, fencing, gate and access, paving and grading, stormwater management,
bypass pumping layout and potential construction sequence; plan and profile layout of wet well;
structural drawings and details (as necessary); electrical site plan, schedules, diagrams, and details;
detailed maintenance of traffic (MOT) plans (as necessary); erosion and sediment control plans; and
construction details.
A brief technical memorandum will also be provided for the 90% milestone deliverable to summarize
and explain any modifications from the previous design submittal; an Engineer's Opinion of
Construction Cost Estimate (AACE Class 1); engineering specifications to supplement CCUA standard
specifications; updated calculations, as appropriate; and any questions or issues requiring CCUA
determination or additional information. An itemized Bid Form will also be provided with the 90%and
Bid Construction submittals.
4Waters will assist with the front-end documents for the project using CCUA standard documents. It is
our understanding that CCUA has four contractors under continuing contract and that construction of
the LS2 replacement would be completed through that contract.
to 4Waters will meet with City staff to review the 90%submittal and will revise design documents based
on CCUA feedback. 4Waters will provide an electronic version (pdf) and two (2) hard copies each of
the documents and the full size (24x36) and half size (11x17) plans. 4Waters shall provide MS Word,
MS Excel, and PDF files for bid form, specifications, and cost estimate to CCUA.
Although the LS2 rehabilitation and the LS2 8-inch forcemain segment replacement will be compiled
as one set of construction documents, because the design milestones are different, the documents
may not be completed on the same schedule. Accordingly, the LS2 rehabilitation and the LS2 8-inch
forcemain replacement documents will be compiled into one set for bidding and construction at the
final design stage for the Bid Construction documents.
Task 3 - LS2 8-inch Forcemain Segment
Task 3.1 Conceptual(30%) Design -Pipeline Corridor Route Review/Evaluation
The conceptual design phase will lock the design basis prior to the development of detailed
construction documents.4Waters will finalize the detailed forcemain installation technique during this
stage, and a preliminary engineering report/basis of design report will be developed.
4Waters shall review all available aerial, topographic, property and utility maps within the forcemain
corridor as well as conduct surface reconnaissance field trips as needed to determine a preliminary
alignment that conforms with the scope. Consideration shall be given to existing road conditions,
available right of way and easements for pipeline routes, quantity and size of trees/power poles and
other structures that may affect the alignment, and other factors identified in the field that could be a
hindrance or impact to pipeline routing.
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4Waters will prepare a detailed plan view of the proposed forcemain route based on the survey, SUE,
environmental,and as-built documentation and data gathered, in AutoCAD format. Plan view drawings
shall be in accordance with latest CCUA standards and shall be horizontal scale of 1" - 20'. The
proposed route drawings will show the following information:
1. The location of existing major underground infrastructure such as utility piping and
stormwater drainage piping as shown in survey data and as-built drawings provided by CCUA
or available from Clay County. Any conflicts with existing pipe(s), power, cable or other
utilities; and any other construction related issues will be highlighted for discussion.
2. The location of existing aboveground infrastructure such as buildings, pavement, concrete
pads, driveways, signs, bus stops, traffic signals, fencing, and other structures as provided
by survey and field inspections.
3. Identified areas of concern with existing utilities that will be evaluated using additional
subsurface exploration.
4. Identified environmental areas of concern (wetland).
5. Proposed method of construction.
6. Proposed tie-in points to existing forcemains.
7. Anticipated easement requirements including temporary construction and permanent
easements.
to 8. Site access for ingress and egress during construction and for operation/maintenance.
4Waters will provide a brief basis of design technical memorandum with the plan view drawings for
the thirty percent (30%) submittal, a list of any proposed specifications needed in addition to CCUA
standard specifications, and a Class 3 (AACE) Engineer's Opinion of Probable Cost, and updated
project schedule.
4Waters shall provide CCUA with one (1) electronic (pdf)file, two (2)full size (24x36) copies and two
(2) half size (11x17) copies of the thirty percent (30%) Conceptual Design Drawings for review and
consideration. A review meeting will be held with CCUA to review the documents and receive CCUA's
comments. 4Waters will prepare an agenda and meeting minutes for the review meeting. Any
necessary changes will be incorporated into the 90% design documents.
Task 3.2 - 3.3 - LS2 8-inch Forcemain Replacement- 90%and Bid Construction Contract Documents
The 4Waters team will continue with the design of the LS2 8-inch forcemain replacement project
utilizing the conceptual layout prepared under Task 3.1 and any CCUA requested or recommended
modifications. Based on the level of evaluation to be completed during the conceptual design,4Waters
recommends moving directly to the 90% milestone with preparation of detailed design for 90%
followed by Bid Construction Contract Documents.
Task 3.2 90% Design Development Documents
The work during this stage will focus on the development of construction documents for the proposed
LS2 8-inch forcemain replacement. This task provides for the preparation of drawings and
specifications and conducting formal reviews of the contract documents at certain completion levels.
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4Waters will also coordinate with Clay County and other stakeholders along the project route as
necessary.
4Waters shall provide engineering services to develop 90% design documents including drawings,
necessary specifications identified during Task 3.1, bid form, and Class 1 (AACE) updated opinion of
cost for the proposed forcemain that includes the following:
1. Preparation of final plan and profile drawings for the forcemain route based on comments
received under Task 3.1 showing forcemain location, potential utility or structure conflicts,
demolition and restoration requirements, and staging and work areas for trenchless
installation(s).
2. Maintenance of traffic plans and details.
3. Erosion and sediment control plans and details.
4. Identification of any recommended temporary construction easements or permanent
easements that need to be acquired by CCUA.
5. Compliance with the latest version of the CCUA Approved Materials Manual and
Specifications.
6. The plan and profile sheets will be developed at a plan view scale of 1" = 20'.
7. This project will utilize CCUA's standard technical specifications and details.
The contract documents shall include detailed drawings, tables, charts, schedules, and other
documentation as may be necessary for the bidding and construction of the proposed forcemain.
4Waters will assist with the front-end documents for the project using CCUA standard documents. It is
our understanding that CCUA has four contractors under continuing contract and that construction of
the LS2 8-inch forcemain replacement along with the LS2 rehabilitation will be completed through that
to contract.
A brief technical memorandum will also be provided for the 90% milestone deliverable to summarize
and explain any modifications from the previous design submittal.
4Waters shall provide one (1) electronic (pdf)file,two (2)full size (24x36) copies and two (2) half size
(11x17)copies of 90% Design Development Drawings and documents for review and consideration.A
review meeting will be held with CCUA to review the documents and receive CCUA's comments.
4Waters will prepare an agenda and meeting minutes for the review meeting.Any necessary changes
will be incorporated into the final Bid Construction contract documents.
Task 3.3 Bid Construction Documents
4Waters shall prepare final construction plans showing all design notations for the installation of the
proposed forcemain based on comments at the 90% design review. 4Waters shall incorporate CCUA
and permitting comments as well as incorporate comments from the 4Waters QA/QC effort. 4Waters
shall provide updated drawings, specifications, Class 1 (AACE) updated opinion of cost, bid form, and
all supporting technical reports and documents including Geotechnical Report, SUE Level A test
reports, and final survey, and permits with the Bid Construction Documents deliverable. At this stage,
the LS2 rehabilitation and the LS2 8-inch forcemain replacement documents will be compiled into one
set for bidding and construction.
4Waters shall provide one (1) electronic version each (pdf and AutoCAD) of the final Bid Construction
drawing documents and two (2) full size (24x36) prints and two (2) 11x17 prints of the drawings to
CCUA. 4Waters shall provide MS Word, MS Excel, and PDF files for bid form, specifications, and cost
estimate to CCUA.
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Task 4 - Permitting Assistance
The following sections provide information regarding the permits anticipated to be required based on
our understanding of the project scope and conceptual alignment for either the LS2 improvements or
the proposed 8-inch LS2 forcemain replacement. For all agency permitting efforts, CCUA shall provide
all applicable permit fees. At approximately the 90% design phase, 4Waters will prepare all permit
application materials and shall submit them to CCUA for review. 4Waters shall monitor each permit
application throughout the approval process and has included time to provide responses to Requests
for Additional Information (RAI)for each permit.
Permitting has not been included for ground water dewatering as noted under Task 1.3. It is noted
that LS2 is located within a floodplain, however, based on the conceptual design which does not result
in an increase or impact to the floodplain, no modeling or permitting has been included to confirm "no
rise" with FEMA. If during final design it is determined that such efforts are necessary, 4Waters will
provide an updated scope of work proposal and fee schedule for the effort.
Task 4.1 Clay County- Development Review
Construction activities within the LS2 site will require permitting and approval with Clay County
Development Review.4Waters will coordinate with the Development Review group, but it is anticipated
this may be considered a Major Development.The development review will address landscaping,tree
protection/removal, erosion control, and stormwater management. The Major Development review
process requires a concurrency reservation certificate application, conceptual plan submittal,
preliminary plan submittal, and final plan submittal.
to Task 4.2 Clay County- Right of Way Permitting
Construction activities within the right-of-way areas will require permitting and approval with Clay
County Engineering Department. The ROW permit application will be submitted by the contractor for
the project, however, 4Waters will coordinate with the County Engineering Department during the
design phase to ensure the proposed construction and maintenance of traffic are acceptable to the
County. 4Waters will provide signed and sealed construction drawings as necessary for permitting.
Task 4.3 FDEP Notification/Application for Constructing a Domestic Wastewater
Collection/Transmission System Permit(self-permitted through CCUA)
The permit requirements for installation of a wastewater lift station and forcemain replacement are
dictated by 62-604.600, FAC.As both the capacity of LS2 and the forcemain are being increased, it is
anticipated both the lift station and forcemain replacement construction will require permitting. It is
our understanding that CCUA maintains delegated review authority for wastewater permitting from the
FDEP.Accordingly,4Waters will submit through the CCUA Wastewater Collection/Transmission System
Permitting process for both the LS2 and forcemain replacement.
Task 4.4 FDEP Environmental Resource Permit(ERP) - Stormwater Management
4Waters will coordinate with FDEP to determine the requirements for stormwater management and
ERP permitting for the LS2 project site proposed improvements. 4Waters will prepare all necessary
forms, calculations, figures and drawings necessary for the permit application.
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Task 4.5 FDEP/SJRWMD Environmental Resource Permit(ERP)/Section 404 Permit Application
LG2ES with assistance from 4Waters will prepare and submit the permit applications for the
FDEP/SJRWMD ERP permit and the FDEP Section 404 permit related to any wetland impacts within
LS2 site or along the forcemain replacement project route. 4Waters will prepare all figures for the
permit applications.As part of the permitting effort, LG2ES will provide review of the design plans and
provide any recommendations or feedback regarding minimizing impacts to wetlands. It has been
assumed, based on available information, that the project site is not located within USACE retained
waters and accordingly does not include permitting with USACE.
Task 5- Bidding Services and Support
Task 5.1 - Bidding Services and Support
It has been assumed that the LS2 improvements and LS2 8-inch forcemain replacement projects will
be bid together and construction completed under one contract. The 4Waters team will provide any
necessary support during the bid period to include attendance at pre-bid conference, preparation of
responses to contractor Requests for Information and addenda, bid certification, recommendation of
award letter, and addending construction documents, as necessary.
Task 6 -Construction Administration Services
It has been assumed that the LS2 improvements and LS2 8-inch forcemain replacement projects will
be constructed under one contract. The 4Waters team will provide the following services during
construction for the LS2 rehabilitation and the LS2 8-inch forcemain segment replacement. The
to construction period is assumed to be 9 months(-270 days)from contractor Notice to Proceed per the
CCUA schedule.
Task 6.1 Pre-Construction Meeting: Attend and participate in pre-construction meeting. Assist with
meeting agenda and meeting minutes.
Task 6.2 Shop Drawing Review - Review and approve shop drawings submitted by the contractor.Any
materials or items included in CCUA's Approved Materials Manual should be acknowledged with the
appropriate CCUA forms.
Task 6.3 Status Meetings/Site Visits -Attend biweekly status meetings/site visits. Assume six hours
per meeting/site visit for EOR, which includes four hours for the meeting and site visit and two hours
for assistance with agenda and meeting minutes for each meeting, and attendance by Principal
Engineer at 8 meetings. Assume 16 status meetings/site visits over the 9 month construction period.
Site visits will be a critical part of the understanding of the contractor's construction schedule,
progress, and potential RFIs.
Task 6.4 RFI's and Clarifications - Respond to the Contractor's RFIs and Requests for Clarifications
and modify the construction documents as necessary.Assume two per month and four hours to review
and respond to each.
Task 6.5 Change Order Requests - Review Change Order Requests submitted by the Contractor and
prepare engineer's recommendation for CCUA. Coordinate with Contractor for revisions and prepare
documentation for approved Change Orders. Assume four Change Order Requests.
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Task 6.6 Pay Application Review - Review pay applications for conformance with project
construction. Coordinate with contractor for required revisions. It is assumed 9 pay applications
during construction and a final pay application at project final completion.
Task 6.7 Substantial and Final Completion - Engineer of Record (EOR) will attend and document the
on-site review meetings for substantial and final completion of the construction efforts. At substantial
completion the contractor will have completed the project to the point of beneficial operation by CCUA
and will have presented their letter requesting reduction of retainage along with the list of items to be
completed prior to final completion. The EOR will conduct the substantial completion inspection and
prepare a punch list of items to be completed before the final completion meeting.
The final completion inspection will verify completion of the punch list items and clear the way for the
acceptance of the Contractor's final pay request.
This task also includes final project closeout including request for clearance of lift station and
forcemain and termination of other project permits as necessary.
Task 6.8 As-Built Drawings and Documentation - The Contractor is responsible for gathering the
necessary survey information and "as-constructed" data and preparing the As-Built drawings and
documentation in accordance with CCUA As-built Specifications Standards Manual. 4Waters will
review the As-Built documentation prepared by the Contractor and provide review comments for
incorporation. Upon completion of the As-Built Drawings, 4Waters will coordinate with CCUA regarding
review and approval.
to Schedule
4Waters shall provide the services as outlined in Tasks 1 through 4 above within eight (8) months of
Notice to Proceed. It is noted that certain permitting efforts for the ERP and Section 404 may take
longer than the noted schedule.
Professional Service Fees
4Waters is available to being work under the terms of our current(May 28, 2019) contract with CCUA
upon receipt of a Supplemental Agreement and notice to proceed.
We appreciate this opportunity to work with CCUA and have attached detailed fee summary sheet for
the project. The proposed fee to complete the tasks outlined above is $334,832.53 which includes
$136,105.03 in subconsultant fees for survey, SUE, geotechnical, environmental services, and
electrical and structural engineering. The subconsultant proposals are attached for reference. If you
have any questions, please contact me at abryan@4weng.com or(904) 414-2400 Ext. 51.
With best regards-,
Four aters;Engineering, Inc.
Angela Bryan,P.E., LEED AP
President
Attachments
324 6th Avenue North I Jacksonville Beach, Florida I www.4WEng.com I 904-414-2400
June 15, 2022
Page 11 Proposal for Professional Engineering Services
CCUA LS2 Rehabilitation and LS2 8-inch Forcemain Replacement
Principal Design Associate Engineer CAD
Job Title Senior Engineer Intern CAD Draft Administrative
Engineer Engineer Engineer Technician TOTALS
Hourly Rate $165.00 $150.00 $125.00 $110.00 $85.00 $100.00 $85.00 $65.00 Subconsultants Direct Costs
Hours Hours Hours Hours Hours Hours Hours Hours Hours
$ $ $ $ $ $ $ $ $
DESIGN SERVICES _
Task 1.1 30 8 0 4 0 0 0 28
Project Inflation and Project Management $4,950.00 $1,200.00 $0.00 $440.00 $0.00 $0.00 $0.00 $1,820.00 $0.00 $75.00 $8,485.00
Task 1.2 0 4 0 8 8 2 0 0
Survey and Subsurface Utility Exploration $0.00 $600.00 $0.00 $880.00 $680.00 $200.00 $0.00 $0.00 $75,685.00 $75.00 $78,120.00
Task 1.3 2 4 0 4 0 1 0 0
Geotechnical Analysis $330.00 $600.00 $0.00 $440.00 $0.00 $100.00 $0.00 $0.00 $19,730.03 $75.00 $21,275.03
Task 1.4 0 0 0 4 0 1 0 0
Wetland/Habitat Evaluation $0.00 $0.00 $0.00 $440.00 $0.00 $100.00 $0.00 $0.00 $3,500.00 $75.00 $4,115.00
SUBTOTAL TASK 1 5,280.00 2,400.00 0.00 2,200.00 680.00 400.00 0.00 1,820.00 98,915.03 300.00 $111,995.03
Task 2.1 6 41 0 56 6 65 2 3
LS2 90%Design Documents $990.00 $6,150.00 $0.00 $6,160.00 $510.00 $6,500.00 $170.00 $195.00 $10,750.00 $200.00 $31,625.00
Task 2.2 2 12 0 30 3 26 0 1
LS2 Bid Construction Contract Documents(100%) $330.00 $1,800.00 $0.00 $3,300.00 $255.00 $2,600.00 $0.00 $65.00 $1,310.00 $150.00 $9,810.00
SUBTOTAL TASK 2 1,320.00 7,950.00 0.00 9,460.00 765.00 9,100.00 170.00 260.00 12,060.00 350.00 $41,435.00
Task 3.1 15 34 0 58 8 33 0 2
LS2 FM Conceptual(30%)Design Documents $2,475.00 $5,100.00 $0.00 $6,380.00 $680.00 $3,300.00 $0.00 $130.00 $0.00 $150.00 $18,215.00
Task 3.2 20 65 0 95 38 73 13 8
LS2 FM 90%Design Documents $3,341.25 $9,750.00 $0.00 $10,422.50 $3,230.00 $7,300.00 $1,083.75 $520.00 $0.00 $200.00 $35,847.50
Task 3.3 8 12 0 24 0 12 8 4
LS2 FM Bid Construction Contract Documents(100%) $1,320.00 $1,800.00 $0.00 $2,640.00 $0.00 $1,200.00 $680.00 $260.00 $0.00 $200.00 $8,100.00
SUBTOTAL TASK 3 7,136.25 16,650.00 0.00 19,442.50 3,910.00 11,800.00 1,763.75 910.00 0.00 550.00 $62,162.50
Task 4.1 2 24 0 24 0 8 0 2
Clay County-Development Review $330.00 $3,600.00 $0.00 $2,640.00 $0.00 $800.00 $0.00 $130.00 $0.00 $75.00 $7,575.00
tO Task 4.2 1 8 0 16 0 6 0 2
Clay County-Right of Way Permitting and Coordination $165.00 $1,200.00 $0.00 $1,760.00 $0.00 $600.00 $0.00 $130.00 $0.00 $200.00 $4,055.00
Task 4.3 2 8 0 12 0 2 0 2
FDEP/CCUA WW Collection/Transmission System
Permitting $330.00 $1,200.00 $0.00 $1,320.00 $0.00 $200.00 $0.00 $130.00 $0.00 $250.00 $3,430.00
Task 4.4 2 24 0 24 0 8 0 2
FDEP ERP-StormwaterManagement $330.00 $3,600.00 $0.00 $2,640.00 $0.00 $800.00 $0.00 $130.00 $0.00 $100.00 $7,600.00
Task 4.5 1 4 0 8 0 4 0 1
FDEP/SJRWMD ERP/Section 404 Permit-Wetlands $165.00 $600.00 $0.00 $880.00 $0.00 $400.00 $0.00 $65.00 $6,500.00 $25.00 $8,635.00
SUBTOTAL TASK 4 1,320.00 10,200.00 0.00 9,240.00 0.00 2,800.00 0.00 585.00 6,500.00 650.00 $31,295.00
Task 5.1 8 26 0 6 0 12 0 8
LS2 and Forcemain Bid Services and Support $1,320.00 $3,900.00 $0.00 $660.00 $0.00 $1,200.00 $0.00 $520.00 $2,020.00 $100.00 $9,720.00
SUBTOTAL TASK 5 ' 1,320.00 3,900.00 0.00 660.00 0.00 1,200.00 0.00 520.00 2,020.00 100.00 $9,720.00
(TOTAL DESIGN SERVICES(TASKS 1-5) $16,376.25 $41,100.00 $0.00 $41,002.50 $5,355.00 $25,300.00 $1,933.75 $4,095.00 $119,495.03 $1,950.00 $256,607.53
324 6th Avenue North 1 Jacksonville Beach, Florida I www.4WEng.com I 904-414-2400
June 15, 2022
Page 12
Proposal for Professional Engineering Services-Construction Administration
CCUA LS2 Rehabilitation and LS2 8-inch Forcemain Replacement
Job Title Principal Senior Engineer Design Associate Engineer CAD Draft CAD Administrative
Engineer Engineer Engineer Intern Technician TOTALS
Hourly Rate $165.00 $150.00 $125.00 $110.00 $85.00 $100.00 $85.00 $65.00 Subconsultants Direct Costs
Hours Hours Hours Hours Hours Hours Hours Hours Hours
$ $ $ $ $ $ $ $ $
CONSTRUCTION ADMINISTRATION _
Task 6.1 4 4 0 8 0 0 0 0
Pm-Construction Meeting $660.00 $600.00 $0.00 $880.00 $0.00 $0.00 $0.00 $0.00 $0.00 $75.00 $2,215.00
Task 6.2 4 8 0 36 24 0 0 0
Shop Drawing Review $660.00 $1,200.00 $0.00 $3,960.00 $2,040.00 $0.00 $0.00 $0.00 $3,957.50 $50.00 $11,867.50
Task 6.3 32 96 0 0 0 0 0 0
Status Meetings/Site Visits $5,280.00 $14,400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $9,215.00 $720.00 $29,615.00
Task 6.4 0 36 0 36 0 0 0 0
RFIs and Clarifications $0.00 $5,400.00 $0.00 $3,960.00 $0.00 $0.00 $0.00 $0.00 $3,437.50 $100.00 $12,897.50
Task 6.5 8 16 0 16 0 8 0 0
Change Order Requests $1,320.00 $2,400.00 $0.00 $1,760.00 $0.00 $800.00 $0.00 $0.00 $0.00 $100.00 $6,380.00
Task 6.6 4 12 0 17 0 0 0 4
Pay Application Review $660.00 $1,800.00 $0.00 $1,870.00 $0.00 $0.00 $0.00 $260.00 $0.00 $50.00 $4,640.00
Task 6.7 0 32 0 16 0 0 0 4
Substantial and Final Completion $0.00 $4,800.00 $0.00 $1,760.00 $0.00 $0.00 $0.00 $260.00 $0.00 $150.00 $6,970.00
Task 6.8 0 4 0 24 0 4 0 0
As-Built Drawings and Documentation $0.00 $600.00 $0.00 $2,640.00 $0.00 $400.00 $0.00 $0.00 $0.00 $0.00 $3,640.00
SUBTOTAL TASK 6 8,580.00 31,200.00 0.00 16,830.00 2,040.00 1,200.00 0.00 520.00 16,610.00 1,245.00 $78,225.00
TOTAL CONSTRUCTION ADMIN(TASK 6) $8,580.00 $31,200.00 $0.00 $16,830.00 $2,040.00 $1,200.00 $0.00 $520.00 $16,610.00 $1,245.00 $78,225.00
t0
324 6th Avenue North I Jacksonville Beach, Florida I www.4WEng.com I 904-414-2400
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Professional Land Surveyors And Mappers
Serving Northeast Florida Since 1960
P.O. Box 10046
Fleming Island, FL 32006
904-215-0707 office
904-215-0711 fax
June 1, 2021
Four Waters Engineering/ Clay County Utility Authority
Attn: Angela Bryan
Re: Doctors Lake Drive Forcemain
Angela,
We appreciate the opportunity to submit the following formal proposal for providing professional land
surveying services for the above referenced project. This proposal does not include anything that is
not specifically mentioned in this proposal. We are proposing to provide Specific Location Survey
Services along Doctors Lake Drive that include: Tree, Topographic, and Wetland, for the requested
route along Doctors Lake Drive. The Project route is approximately 3,860 LF and starts at
Shenandoah Drive E. following along the route of Doctors Lake Drive to Greenridge Road, passing
through the intersection of Lakeside Villa Road.
Horizontal/Vertical Control
to A full width Right of Way survey, including easements and parcel boundary lines; with existing street
addresses on those identified during the surveying process along Shenandoah Dr. E. and Doctors
Lake Drive. Horizontal Control and Vertical Control will be on NAVD 88 Datum and NAD 83, Florida
State Plane Coordinate System and Project Benchmarks and horizontal control pair is to be set and
included every 1000' along Project Route.
Topographic
Topographic information will be collected for Full Right of Way at the intersection of Shenandoah Dr.
E. and the Northside of the Railroad property. The route survey portion along Doctors Lake Drive will
be at Full Right of Way starting 50 ft. Southwest of Shenandoah Dr. E. to 100 ft. northwest of
Greenridge Road, with a total route being approximately 3,860 Linear
Feet. Also, all side streets including; Hickory Cove Ln., Lullwater Ln, Osprey Nest Pt, Inlet Ln, Kings
Cove, Jar Cove, and Lakeside Villa Road, will be collected 50 feet back. All visible above ground
improvements will be located, including, utility structures, sanitary and drainage structures with
inverts and sizes (if obtainable), overhead utility lines and poles, utility structures, trees, vegetation,
sidewalks, roadway center line, curb and gutter, driveways, mailboxes, valves, fire hydrants,
guardrails, fencing, and signs.
SUE Delineation
The survey will also include gathering the location and identification of underground utilities along
the route (Level B designations to be provided by DRMP). Level A test holes (up to 20) (DRMP) after
survey review is completed. CSI Geo will locate geotechnical borings for the project (up to 8 = every
500 feet).
Wetland/Tree
Locate Wetland lines/delineation and protected vegetation (to be flagged by LG2 Environmental)A
Final AutoCAD Drawing will be provided upon completion that meets CCUA& Four Waters
Standards. This will also provide and include the location of trees found that meet Clay County
Protected Tree requirements.
1
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Professional Land Surveyors And Mappers
Serving Northeast Florida Since 1960
P.O. Box 10046
Fleming Island, FL 32006
904-215-0707 office
904-215-0711 fax
RATES FOR WORK:
• $140/hr. (Field Crew) @ 125 Hours- $17,500.00
• $75/hr. (CAD Tech) @ 125 Hours- $9,375.00
• $125/hr. (PLS for Field) @ 16 Hours- $2000.00
• $125/hr. (PLS for CAD/Mapping) @ 15 Hours- $1,875.00
TOTAL LUMP SUM $30,750.00
Progress invoices are due upon receipt and they are considered payable within 30 days of receipt.
Again, we appreciate the opportunity to submit this proposal, should you have any questions,
to please do not hesitate to contact me at cell # (904) 616-1001. If you accept the terms of this
proposal kindly provide signature below and send us a copy of the executed document.
Thank you kindly,
Accepted By:
Date:
Charles Bassett & Associates, Inc.
2
DRMP, INC. DR M■ 8001 Belfort Parkway,Suite 200,Jacksonville, Florida 32256
R�* Phone:904.641.0123 I Fax:904.641.8858
PRINCIPALS
Lawrence L.Smith,Jr.
Wayne D.Chalifoux
Donaldson K.Barton,Jr. May27, 2022
Glenn J.Lusink
Jon S.Meadows
Mark D.Prochak
Mark E.Puckett
Angela Bryan, PE, LEED AP
President
Four Waters Engineering, Inc.
324 6th Avenue North
Jacksonville Beach, FL 32250
Ph: (904)414-2400 ext. 51
Sent via. abryan@4weng.com
Subject:
Subsurface Utility Engineering Services, Doctors Lake Drive Force Main, Clay County, Florida
Dear Ms. Bryan:
DRMP, Inc. (DRMP) is pleased to submit the following proposal for Subsurface Utility
Engineering Services on the above subject project. The following is our proposal:
SCOPE OF SERVICES
to
PART I SUBSURFACE UTILITY DESIGNATIONS & GPR SCAN
DRMP will provide Subsurface Utility Designation, Level "B" for the above referenced project. Limits
of the project are based on the attached exhibit received from Four Waters. Designation shall include
all utilities along the project route, which is approximately 3,860 LF, and begins with full ROW survey
along Shenandoah Dr. E. to intersection with Doctors Lake Dr. (approximately 100 feet) and then full
ROW survey along Doctors Lake Dr. from 50 feet southwest of Shenandoah Dr. E. to 100 feet
northeast of Greenridge Rd and includes the first 50 feet of the following side streets:
❑ Hickory Cove Lane
❑ Lullwater Lane
❑ Osprey Nest Point
❑ Inlet Lane
❑ Kings Cove
I ❑ Jar Cove
❑ Lakeside Villa Road
OFFICES
Boca Raton,Florida DRMP estimates a total of 38,600 linear feet of utilities will need to be designated, including CCUA
Cary,North Carolina force mains, water mains, AT&T/D communications, Verizon/MCI communications, Clay Electric, and
Charlotte,North Carolina
Chipley,Florida Comcast communications lines. Designation flags will contain information on utilities such as type of
Fort Myers,Florida facility,size, material and identification mark that will need to be attributed to the survey data collected.
Gainesville,Florida Jacksonville,Florida Efforts will be performed in accordance with Section 472.027, Florida Statutes Underground Facility
Lakeland,Florida Damage Prevention and Safety Act, Chapter 556, Florida Statutes. All work shall conform to ASCE 38
Melbourne,Florida
Mooresville,North Carolina -02 utilizing quality level B.
Orlando,Florida
Panama City,Florida Please note, Ground Penetrating Radar is effective in identifying subsurface disturbances, however
Pensacola,Florida
Stockbridge,Georgia there are limitations. The depth, range and thus clarity of the returned image are limited by the
Tallaha see,Florida ee,Florida electrical conductivity of the ground. Optimal penetration is achieved in drier, sandier soils. Adversely,
with wetter, clay laden soils with higher electrical conductivity, penetration is reduced, sometimes to
1.833.811.3767 only a few centimeters. Depending on the nature of the soil for the areas shown on the Exhibits, there
www.DRMP.com could be varying results.
DRMP
PART II SUBSURFACE UTILITY TEST HOLES (VVHs)
DRMP will provide utility location test holes (VVH's) to verify vertical location after potential conflicts
are identified by the EOR. This estimate is to provide up to twenty (20) non-paved surface test holes
to excavate and verify vertical and horizontal position of each targeted line.
The location of these VVH's will be provided to DRMP, prior to beginning work, via a scalable drawing
that shows the proposed position or a list of the holes with coordinate values and project control or
both. All efforts will be performed in accordance with the Underground Facility Damage Prevention
and Safety Act, Chapter 556, Florida Statutes. All work shall conform to Cl/ASCE 38 -02 utilizing
quality level A and B.
Utilities requested for test holes in or close to the roadway will require maintenance of traffic or
temporary traffic control services to be performed. DRMP will prescribe and implement the proper
traffic control operations for each area where these services are determined to be necessary according
to local standards and guidelines. These services will be billed at a daily rate and only services
rendered will be invoiced to the client.
DRMP will NOT provide survey information for this project.
Test Holes (VVH) Cost Per Hole Quantity Total Price
Paved Surface $600.00 0 $ 0.00
Non-paved Surface $550.00 20 $11,000.00
MOT (at daily rate) $1,850/day 4 $ 7,400.00
PART III COMPENSATION SUMMARY AND TERMS
to
The following summarizes the fees and billing terms as proposed by DRMP for the Scope of Services
as presented herein. Please note billing terms for direct expenses. All additional meetings as
requested by the Client will be invoiced hourly.
The personnel rates are as follows:
Item Description Rate Quantity Fee
SUE PM $175.00 per hour 16.5 $ 2,895.00
SUE Technician $120.00 per hour 22 $ 2,640.00
SUE Designation Crew $185.00 per hour 110 $ 20,350.00
Clerical $65.00 per hour 10 $ 650.00
Lump Sum Fee $ 26,535.00
_ Limiting Amount Fee $ 18,400.00
*Subsurface Utility VVH's quantities of are an estimate based on information provided by client. Only
actual services used will be considered as billable. A minimum of five (5) Pot/Test-Holes are required
to cover mobilization costs. A mobilization cost of $400.00 will be charged if the minimum of five (5)
VVHs are not authorized.
If Four Waters Engineering, Inc. desires to change or expand upon these proposed services,
an additional fee shall be negotiated. This renegotiation shall be accomplished prior to
commencing the additional work,and maybe necessary for any of the following services which
are not a part of this contract: Certifications other than shown above, additional section work,
excessive title review and plotting of easements, response to any comments by a third party
(i.e., buyer's attorney, lender's attorney, title personnel), digging or locating buried utilities, or
any request for additions to be made to the survey such as wetland locations, offsite sketches,
tree location, etc., will be performed as an extra cost on a time and material basis, per our
current hourly rates on exhibit "A". The cost of any required permits will be the responsibility
of the client prior to obtaining permit.
DRMP
It may be necessary for the Project Manager to call the client to receive verification and
authorization for Extra Costs stated above in the preceding paragraph, and may further require
the client to sign an Additional Work Authorization Form for any out-of-scope requests.
We sincerely appreciate this opportunity to provide professional services for this project. Space has
been provided for your acceptance of this proposal. Your signature will constitute a contract between
us for the work, methods of compensation, etc. as specified
Sincerely,
DRMP, Inc. fin_
01(.1447
C.William Faust, Ill, PSM Ryan M. Grab, CST
Jacksonville Survey Manager Jacksonville SUE Project Manager
Accepted by:
Date Witness signature Date
Print Name: Print Name:
Title: Title:
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Coi Forcemain Forcemain
v Existing Sewer ■■■■ 2 inch
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LS2 Existing 8-inch Forcemain Replacement with 12-inch Forcemain DISCLAIMER This map is for reference
Clay County Utility Authority and discussion purposes only.Data
provided are denved from multiple
sources with varying levels of accuracy.
The information shown hereon is not
intended for site specific use or design.
Revision Date:4/25/2022 Path:C:\Users\Christian Gamit\Documents\GIS\CCUA 8-inch WM Replacement_v2.mxd
C.SIGeo
Geotechnical • CMT • CEI
CSI Geo Approach
CCUA LS2 Forcemain Replacement
Clay County,Florida
The geotechnical exploration will consist of field exploratory borings, laboratory testing, and a
geotechnical analysis of the collected data.
Field Exploration - The proposed exploration along the forcemain replacement alignment to be installed
by means of open-cut method will consist of 10 feet deep Standard Penetration Test (SPT) Borings
spaced at 500 feet intervals for a total of 7 SPT borings. The forcemain is expected to cross at Lacy
Branch by means of trenchless method of installation. Two SPT borings will be performed at each end to
a depth of 40 feet each. No other crossings are expected. All borings will be grouted upon completion.
For budgeting purposes, four pavement cores have been accounted for. Soil samples will be classified,
containerized,marked in the field and returned to the laboratory for visual inspection and classification by
the geotechnical engineer using the AASHTO Soil Classification System.
Laboratory Testing - Laboratory classification and index soil tests will be performed as necessary on
selected soil samples obtained from the exploration. Specific tests to be performed are Moisture Content,
Organic Content, Percent Fines, Atterberg Limits, Ductile Iron Pipe & Steel Casing Soil Corrosivity
Testing, and Pre-Discharge Water Analysis.
Submittals:
A geotechnical engineer, registered in the State of Florida, will direct the geotechnical exploration and
provide engineering analysis and evaluation of the site and subsurface conditions with respect to the
planned construction. The submittals will be presented as follows:
Geotechnical Exploration and Evaluation Report
• A brief discussion of the planned construction.
• A graphical representation of the subsurface conditions encountered as well as encountered and
seasonal high water tables, etc., as they relate to the planned construction.
• An appendix that contains soil boring profiles in AutoCAD format, laboratory test data sheets,
and other pertinent data.
• Recommended soil parameters for the Jack&Bore or HDD crossings.
• Written discussion of the subsurface conditions encountered.
• Evaluation of the subsurface soils and recommendations concerning the suitability of the
subsurface soils for excavation backfill.
• Recommendations for over-excavation of unsuitable soils along with backfill recommendations.
Anticipated Completion Schedule:
Geotechnical Exploration and Evaluation Report
Approximately 40 working days after NTP
I O GEOTECHNICAL FEE ESTIMATE 2394 St.Johns Bluff Road,Suite 200
Geotechnical Exploration Jacksonville Florida 32246
tel NO4)641-1993
CCUA LS2 Forcemain Replacement fax(904)645-0057
Geotechnical • CMT • CEI Clay County,Florida
Number Estimated
Item Description Unit of Units Cost/Unit Cost
Field Investigation
Mobilization-Truck ea. 1 ea. $550.00 /ea. $550.00
Forcemain(SPTs at 500'spacing)
7 Standard Penetration Test(SPT)Borings @ 10' ft. 70 ft. $14.00 /ft. $980.00
Lucy Branch Crossing
2 Standard Penetration Test(SPT)Borings @ 40' ft. 80 ft. $14.00 /ft. $1,120.00
Casing to Stabilize Borehole ft. 80 ft. $9.00 /ft. $720.00
Grouting ft. 150 ft. $6.50 /ft. $975.00
Pavement Cores ea. 4 ea. $87.00 /ea. $348.00
Patching ea. 4 ea. $45.00 /ea. $180.00
MOT day 2 ft. $2,000.00 /ft. $4,000.00
Access Coordination/General Use Permit hr. 4 hr. $110.57 /hr. $442.28
Boring Layout/Utility Clearance/Coordination hr. 4 hr. $110.57 /hr. $442.28
Subtotal: $9,757.56
Laboratory Testing
Moisture Content ea. 15 ea. $21.00 /ea. $315.00
Percent Fines ea. 15 ea. $39.00 /ea. $585.00
Organic Content ea. 8 ea. $37.00 /ea. $296.00
Atterberg Limits ea. 8 ea. $99.00 /ea. $792.00
Soil Corrosivity(Ductile Iron Pipe)per AWWA C105 ea. 2 ea. $525.00 /ea. $1,050.00
Soil Corrosivity(Steel Casing)per FDOT SDG Table 1.3.2-1 ea. 3 ea. $225.00 /ea. $675.00
Subtotal: $3,713.00
Engineering/Support Services
Project Manager hr. 4 hr. $211.77 /hr. $847.08
Project Engineer hr. 10 hr. $144.60 /hr. $1,446.00
Staff Engineer hr. 22 hr. $110.57 /hr. $2,432.54
CADD hr. 13 hr. $103.45 /hr. $1,344.85
Clerical hr. 4 hr. $47.25 /hr. $189.00
Subtotal: $6,259.47
TOTAL(Estimated): $19,730.03
.1. ONEIDA
=. LG2 Environmental
•�T• Solutions
June 3,2022
Angela Bryan
Four Waters Engineering,Inc.
Via Email: abryan@4weng.com
Re: Proposal—LS2 Replacement Route Design Build
Clay County,Florida
Dear Angela:
Thank you for including LG2 Environmental Solutions, Inc. (LG2) on this project. We are pleased to
present this proposal to perform environmental services for the property referenced above. The following
proposal lists each task to be performed by LG2 and estimated fees.
If the attached list of services or tasks, estimated fees,and terms of the contract are agreeable to you,
please approve the proposal and contract by signing in the spaces provided and return it to Project
Manager,Pete Johnson. If any part is not agreeable to you,please call at 904-363-1686 Ext 112 to
discuss further.
Sincerely,
LG2 Environmental Solutions(LG2)
Lee Gerald
Business Unit Leader
page 1
t& ONEIDA
t 1 LG2 Environmental
4vrio Solutions
Contract for Services
LG2 Proposal No.: [2022-210]
The following contract for Services is an agreement between LG2 Environmental Solutions"LG2"and
Four Waters Engineering,Inc. "Client"with the terms specified herein. Client agrees that the
Company/Individual signing this agreement has the ability to compensate LG2 for the work described
herein. LG2 agrees to perform the following tasks for the associated fees:
Project Name: LS2 Replacement Route Design Build
Project Location: Clay County,FL
Scope of Services Fixed Fee
Task 1.Jurisdictional Wetland Delineation $1,500.00
LG2 will delineate the site jurisdictional wetlands pursuant to the current regulations and guidelines of
the Florida Department of Environmental Protection(FDEP) and St. Johns River Water Management
District(SJRWMD).Wetland limits will be field staked/flagged, labeled alpha-numerically, and located
with a GPS.Upon completion, a flagging key map will be provided to the project surveyor.
Task 2. Listed Species/Habitat Assessment $1,000.00
LG2 will review reference data and conduct a wetland/wildlife assessment of the subject property. The
assessment will focus on known habitats of State and Federal-listed flora and fauna species.
A report will be provided to the Client. The report will include approximate wetland location,descriptions
of Significant Natural Communities Habitat and habitats associated with listed species, descriptions of
evidence of listed species,and GIS and/or CAD generated site map(s)that will show the extent and location
of the on-site communities. The findings of this assessment will determine if further surveys,permitting,
and population density calculations of specific species will be required.
If Wetland Impacts Are Proposed
Task 3. SJRWMD ERP Permit Application $2,500.00
LG2 will provide responses and information in a stand-alone submittal to the project engineers addressing
the environmental issues in the ERP permit application process. Digital site plans will be forwarded to
LG2ES from the project engineer/planner. The cost for this task includes a response to one Request for
Additional Information (RAI). The cost for this task does not include the permit application fee
payable directly to SJRWMD.
page 2
.1. ONEIDA
LG2 Environmental
•'• Solutions
Task 4. FDEP 404 AJD or General Permitting $2,000.00
LG2 will prepare and submit a General Permit Application to FDEP complete with one set of biological
data forms and appropriate figures as required for submittal to FDEP. This cost includes response to one
(1)Request for Additional Information(RAI). Included as cost for Task 4 in proposal.
i i • e o • • o • . i ii jfo . ' • ii oii 1 ' i • o III
Task 5. Uniform Mitigation Assessment Methodology(UMAM) and Mitigation Plan $1,000.00
LG2 will evaluate potential direct and indirect wetland impacts using the Uniform Mitigation Assessment
Methodology and prepare the appropriate onsite wetland mitigation plan to SJRWMD and USACE. The
plan will address mitigation to offset any proposed wetland impacts through wetland preservation,creation,
restoration, or enhancement. This task will include: evaluation of potential direct and indirect wetland
impacts using the Uniform Mitigation Assessment Methodology, development of mitigation plan, and
conservation easement coordination.
Price Schedule
Scope of Services Fixed Fee
Task 1 DEL $1,500.00
Task 2 Wildlife $1,000.00
Task 3 SJRWMD Permitting $2,500.00
Task 4 FDEP 404 AJD or General Permitting $2,000.00
Task 5 UMAM $1,000.00
page 3
tteONEIDA
LG2 Environmental
•T• Solutions
LG2 Terms & Conditions:
• LG2 Environmental Solutions"LG2"will complete the work described above in a timely manner unless delayed by CLIENT'S
request,lack of information,or intervening factors beyond our control.
• CLIENT assures LG2 that it has permission to work on the subject property and will advise LG2 of proper procedures for
accessing subject property. CLIENT is fully responsible for correct identification of property location and boundaries. LG2 is
not responsible for damage,physical or financial,resulting from erroneous or misleading,or the lack of,site location or
boundary information.
• Outside services and expenses such as subconsultant and special purchases will be invoiced with a handling fee of 15
percent.
• CLIENT will provide LG2 with any special billing formats or considerations with the signed contract.
• Unless otherwise specifically described in the proceeding proposal,billing is done either monthly or immediately after
completion of specific tasks depending on whether work is on-going from month to month. Payment is due immediately
upon receipt of the invoice;after 30 days the CLIENT agrees to pay 1.5 percent late fee per month or portion thereof on
unpaid balances. Unpaid balances after 60 days from the date of the invoice may result in work termination until overdue
accounts are resolved.
• Failure to pay within 60 days from the date of invoice will be a breach of contract and LG2 may cease work and withhold all
work products immediately without penalty from CLIENT. Failure to make payments within 30 days of invoice shall
constitute release of LG2 from any or all claims which CLIENT may have,whether in tort,contract or otherwise,and whether
known or unknown at the time.Any disputes regarding payment for services shall be resolved in a court in Duval County.
CLIENT agrees to pay all legal fees and other collections costs incurred by LG2 to collect unpaid invoices.
• The CLIENT agrees to protect,defend,indemnify and hold harmless LG2,its corporate affiliates and their respective officers,
directors,employees and agents,from and against any and all claims,demands,causes of action,suits or other litigation
(including all costs thereof and attorney's fees)of every kind and character arising in favor of CLIENT or any third party
(including,but not limited to,personnel furnished by CLIENT or its suppliers and subcontractors or any tier)on account of
bodily injury,death or damage to or loss of property in any way occurring,incident to,arising out of,or in connection with
the work performed or to be performed by LG2 hereunder or occurring,incident to,arising out of,or in connection with the
presence of CLIENT,its personnel,agents,suppliers and subcontractors(and their respective personnel)on the premises,all
(1)regardless of whether or not LG2,its corporate affiliates or their respective officers,directors,employees or agents are
negligent in whole or in part and even when caused by the joint,concurrent or sole fault or neglect of LG2,it corporate
affiliates or their respective officers,directors,employees or agents,and(2)regardless of whether or not CLIENT,its
corporate affiliates or their respective officers,directors,employees or agents are negligent in whole or in part and when
caused by the joint,concurrent or sole fault or neglect of CLIENT,its corporate affiliates or their respective officers,
directors,employees or agents.
• CLIENT acknowledges by signature below that LG2 is not a Registered Land Surveyor,Professional Engineer,Professional
Geologist,Attorney,or a Planner of any type licensed in any state. Any product produced,including but not limited to,
plans,maps,reports,permit applications,GPS data,measurements of any type,sketches,interpretation of law,or any other
similar service is merely opinion and approximate in nature and used for informational purposes only. CLIENT is aware that
a licensed professional in the appropriate field should perform any design,survey,engineering,interpretation of law,or any
other such product. CLIENT agrees to hold LG2,its corporate affiliates and their respective officers,directors,employees,
and agents,totally and completely harmless for any damages,physical or financial,that may occur from LG2's services.
CLIENT agrees that any use of information or product provided by LG2 is at the CLIENT'S own risk.
• LG2 is a consulting company providing consultation based on readily ascertainable information provided or obtained at the
time. All services and products regarding regulatory interpretation are based on rule interpretation at the time of the
service or product delivery and CLIENT understands that rules and interpretations can change at any time without notice.
• CLIENT agrees that LG2 will only be liable for up to the dollar amount of this contract.
• LG2 shall not be bound by:
o Any provision or agreement requiring or providing for arbitration of disputes or controversies arising out of this
agreement.
o Any provisions conditioning LG2'S right to receive payment for its work upon payment to CLIENT by any third
party;or
o Any provision wherein LG2 waives any rights to a mechanic's lien.
• Contract Estimates,Estimated Fees,Not-to-Exceed Fees,or Time and Material Fees under$500.00 are due upon services
rendered,unless previously arranged by principles of LG2.
page 4
t& ONEIDA
t 1 LG2 Environmental
4vrio Solutions
LG2 Proposal No.: [2022-210]
I,the undersigned,have full authority to authorize LG2 Environmental Solutions,Inc. (LG2)to perform
the services on the subject property described herein and agree that I have the capacity and authority to
pay all relevant invoices and will pay invoices within 30 days of receipt. By signing below,I hereby agree
to and authorize this contract.
Client Signature
Client Name(Printed) Date
Client Mailing Address
Client Telephone or Cell Phone Number
Client Email Address
Client Billing Information (if different from above):
0
Name
Billing Address
Billing Telephone
Billing Email Address
Accepted by LG2 Environmental Solutions, Inc.:
Crystal L. Donaghue, J.D. Signature Date
Contracts Manager
page 5
ENGINEERING SERVICES FEE PROPOSAL
DATE: June 1, 2022
TO: Angela Bryan
Four Waters Engineering, Inc.
324 6th Avenue N.
Jacksonville Beach, FL 32250
FROM: David Lassetter
W.D. Lassetter, P.E.
3837 Buckskin Trail East
Jacksonville, Florida 32277
RE: Lift Station 2 Replacement Final Design & Services During Construction
CCUA
This Fee Proposal is based upon CAD drafting services and word processing services
by Four Waters. My understanding of the project scope is based on email
to correspondence from Angela Bryan/4W.
Electrical and Instrumentation Engineering Manhours
Lift Station Electrical Design 10
Concepual Design Complete
90% - Final Design 8
Bid Documents 2
Bidding Assistance 4
Pre-Bid Meeting 3
Addenda 1
Services During Construction 22
Shop Drawing Reviews & RFIs 4
Project Progress Inspections 6 @ 3Hrs 18
Subtotal Engineering Manhours 36
Subtotal Engineering Budget @ $130.00 /Hour $4,680
Reimbursible Expense Budget $260
Proposed Lump Sum Fee Authorization $4,940
IK w Structural Engineers
June 2,2022 KIW Project: 21236.01
Angela Bryan, PE, LEED AP
Four Waters Engineering, Inc.
324 6th Avenue North
Jacksonville Beach, FL 32250
Re: Clay County Utility Authority Lift Station#2
Orange Park, Florida
Dear Angela:
As per your request, I am pleased to submit this proposal for consulting structural engineering services on
the above-referenced project. This proposal is based upon the 30% Conceptual Design drawings and
narrative produced by Four Waters Engineering, Inc. (Four Waters) and Keister Webb Structural Engineers
LLC(KIW)dated April 2022.
As I understand it,the project will consist of a new pre-engineered concrete lift station to replace the failed
lift station LS2 located at 2724 Shenandoah Drive South,Orange Park, Florida 32073. It is my understanding
that the proposed lift station wet well is anticipated to have a 10-feet inside diameter and be 23.5 feet deep.
The LS2 property is located within a floodplain and requires a flat elevated 6 inch thick concrete slab at
elevation 22.33 feet roughly 38 feet wide by 55 feet long across an area of existing sloping grade.A cast-in-
to place concrete retaining wall,retaining roughly 8 feet of fill,on shallow foundations with aluminum fencing
and aluminum guardrails are required for stability and safety of personnel and vehicles across the north,
west, and south sides. The existing building on site will be demolished as well as the existing lift station.
There may be a small housekeeping slab around the new lift station along with piping and valve supports.
There will be submittals at 90%and 100%along with RFI processing,shop drawing review and construction
site visits.
The services to be provided by Keister Webb Structural Engineers LLC(K I W)shall be:
1) Review existing documents that may be available including, but not limited to,
construction drawings,specifications,agreements, and change orders.
2) One(1)site visit, if required,to observe and record the existing structural conditions.
3) In the Construction Documents Phase(CD Phase), based on 1)and 2)above approved by
the owner,perform structural analysis and design and to aid Four Waters in the planning
and preparation of construction documents. If structural details are required, KIW will
prepare them to be incorporated into the Four Waters documents.
4) In the CD Phase, prepare the structural sections of the contract specifications. You will
provide the preferred format for inclusion by K I W.You will prepare the final printing of
the contract specifications.
5) In the Bidding Phase,attend one(1) pre-bid meeting if required.
Keister Webb Structural Engineers LLC
6501 Arlington Expressway,Building B,Suite 156 I Jacksonville,Florida 32211 1904-619-2333
K I W Project:21236.01
June 2,2022 Page 2 of 4
6) In the Construction Phase, review and take other appropriate action on the structural
shop drawings only for conformance with the design concept of the project and
compliance with the information given in the Contract Documents.
7) Perform a maximum of eleven(11)site visit at intervals appropriate to the various stages
of the construction to observe the progress and the quality of the work of the
contractor(s)and prepare a written report of each site visit.
The total fee for the above services 1)through 7)shall be Twenty-Five Thousand Seven Hundred Fifty Dollars
($25,750.00) plus expenses.The fee breakdown by phase is as follows:
Construction Documents Phase $ 10,500.00
Bidding Phase $ 1,500.00
Construction Phase $ 13,750.00
TOTAL $ 25,750.00
Any services authorized by you, in addition to those set forth above,shall be billed in addition to the above
total fee at the following rates:
Principal $205.00/hour
Senior Project Engineer/Senior Project Manager $175.00/hour
Project Engineer/Project Manager $152.00/hour
Engineer/Structural Designer $140.00/hour
CADD/BIM Technician $108.00/hour
Administrative $ 75.00/hour
to Additional Construction Site Visits $675.00/visit including expensed
Expenses 1.15 times cost
Any services authorized by you, in addition to those set forth above,shall be billed in addition to the above
fee at the above rates.
The professional services fee quoted above has been established based on K I W providing a level of
structural information consistent with Best Practices Guidelines as established by the AIA during each
design phase of the project. K I W recognizes that it is becoming more common for the project owner or
construction manager to request detailed structural information during the early design phases of a project,
usually so that an early construction cost can be developed.When this request is made, it requires K I W to
spend additional time to develop a greater level of structural information beyond what is conventional in
the early design phases. If such a request is made after submission of this proposal, KI W reserves the right
to change the portion of our total fee allocated to each individual phase of the project and you agree to
abide by K I W's proposed changes so long as the total project fee remains unchanged.You also agree that
any substantial changes to the structural design arising from decisions made in the early design phases after
the development of a greater level of structural information may therefore entitle KI W to additional total
project fee to reorganize, remodel, and/or redesign the project to incorporate such proposed design
changes.
Additional services include, but are not limited to,the following:
• Providing SD documentation.
• Attending more than one(1) pre-bid meeting with potential contractors.
• Responding to contractor inquiries prior to the awarding of the contract to a contractor.
KIW Structural Engineers
K I W Project:21236.01
June 2,2022 Page 3 of 4
• Making more than the above number of site visits.
• Redesign of project foundations as the result of a lack of foundation design information
or changed requirements for foundation design
• Making revisions to the drawings, specifications, or other documents after approval of
information from the Architect.
• Providing Opinions of Probable Cost.
• Additional site visits to observe and document existing structural conditions because of a
lack of available documentation.
• Providing redesign services for Contractor's proposed design modifications or for
Contractor's proposed substitutions for materials or structural systems.
• Preparing a set of record drawings.
• "Fast-tracking" of structural design documents which requires the issuance of structural
construction documents prior to the issuance of architectural construction documents.
• Design of deep foundations.
Expenses include travel, meals, parking, photographic processing, copying and printing costs, postage and
special shipping costs,costs of tools or special equipment.
During the course of the investigative work, we will require access to the building and existing lift station.
We may also require that minor demolition of finish materials be accomplished so that we can observe
concealed conditions. We will coordinate these with you and the owner to minimize disruption to the
facility.
As part of our work, we may use one or more of the following: cameras with telephoto lenses,telescope,
and ladders.
to
K I W shall submit monthly statements for services rendered. Payment is due within 30 days of the date of
the invoice.A service charge of 1 1/2 percent per month of the outstanding balance may be charged on all
balances outstanding more than 60 days.K I W reserves the right to stop work on its work when the balance
for invoiced services is outstanding more than 60 days.
In providing services under this Agreement, K I W shall perform in a manner consistent with that degree of
care and skill ordinarily exercised by members of the same profession currently practicing under similar
circumstances at the same time and in the same or similar locality.
We understand that you may design and manage this project without the assistance of an architect and
that KIW may be the only design professional consulting on this project. K I W will assume responsibility for
the structural aspects of the project; however,K I W does not assume any responsibility for,and you should
not rely on our documents or commentary, for other aspects of the design including, but not limited to,
architectural detailing, site/civil, life-safety, mechanical, electrical, plumbing, or any other project aspects
not directly related to the building structure.
To the fullest extent permitted by law,and notwithstanding any other provision of this agreement,the total
liability, in the aggregate, of K I W and K I W's officers, directors, partners, employees, and subconsultants,
and any of them, to you and anyone claiming by or through you, for any and all claims, losses, costs, or
damages, including attorneys'fees and costs and expert-witness fees and costs of any nature whatsoever
or claims expenses resulting from or in any way related to the project or the agreement from any cause or
causes shall not exceed One Million Dollars ($1,000,000.00). It is intended that this limitation apply to any
and all liability or cause of action however alleged or arising, unless otherwise prohibited by law.
KIW Structural Engineers
KIW Project:21236.01
June 2,2022 Page 4 of 4
PURSUANT TO SECTION 558.0035 OF THE FLORIDA STATUTES, AN
INDIVIDUAL EMPLOYEE OR AGENT MAY NOT BE HELD INDIVIDUALLY
LIABLE FOR NEGLIGENCE.
KIW shall not be responsible for the means, methods, techniques, sequences, or procedures of
construction selected by contractor(s) or the safety precautions and programs incident to the work of
contractor(s). KIW's efforts in the Construction Phase will be directed toward providing a greater degree
of confidence for you that the completed work of contractor(s) will conform to the Contract Documents,
but KIW shall not be responsible for the failure of contractor(s) to perform work in accordance with the
Contract Documents.
In the event that you make a claim or bring an action against KIW, its officers and/or its employees arising
from the performance of our professional services and such action is dismissed or you fail to prove such a
claim, then you agree to pay all legal and other costs (including attorneys' fees) incurred by KIW in its
defense of such claim.
The contract drawings and reports are instruments of service in respect of the project and KIW shall retain
ownership and property interest therein whether or not the project is completed. Any reuse without
written verification from KIW shall be at your own risk and you hereby indemnify and hold harmless KIW,
its officers and employees from all claims, damages, losses, and expenses arising out of or resulting
therefrom. Any such reuse or adaptation will entitle KIW to further compensation to be agreed upon by
you and KIW.
Please indicate your acceptance of this proposal by signing and returning one copy.
to
Very truly yours,
Keister Webb Structural Engineers LLC ACCEPTED BY
Kyle W Binninger, PE Client Signature
Project Engineer
Printed Name and Title
Mark J Keister, PE
Principal Date
Client Project/PO Number
KIW Structural Engineers
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LS2 Existing 8-inch Forcemain Replacement with 12-inch Forcemain DISCLAIMER This map is for reference
Clay County Utility Authority and discussion purposes only.Data
provided are denved from multiple
sources with varying levels of accuracy.
The information shown hereon is not
intended for site specific use or design.
Revision Date:4/25/2022 Path:C:\Users\Christian Gamit\Documents\GIS\CCUA 8-inch WM Replacement_v2.mxd