1461 - CPH Eng Riverwalk Ph IIEXHIBIT A
WORK ORDER FORM
Work Order Number CPH -030
CITY OF SANFORD FLORIDA
Master Agreement/Contract Number: Q11306.116R00
Dated: December 12, 2011
Contract/Project Title U.S. 17 -92 Riverwalk Phase II
Solicitation No:
ISanford Project No.
Purchase Order No.
Consultant/Contractor: CPH Engineers, Inc.
Consultant/Contractor's Business Address, Phone Number, Fax Number and E -mail Address
500 West Fulton Street, Sanford, FL 32771 Phone: 407 - 322 -6841 Fax: 407 - 330 -0639
Email Address: kluman @cphengineers.com
ATTACHMENTS TO THIS WORK ORDER
METHOD OF COMPENSATION
XX
DRAWINGS /PLANS /SPECIFICATIONS
XX
IFIXED FEE BASIS
XX
SCOPE OF SERVICES
TIME BASIS -NOT TO EXCEED AMOUNT
SPECIAL CONDITIONS
TIME BASIS - LIMITATION OF FUNDS
PRICING IINFORMATION
UNIT PRICE BASIS -NOT TO EXCEED AMOUNT
WO TERMS AND CONDITIONS
TIME FOR COMPLETION: 730 Days of the effective date of this Work Order
Effective date- this Work Order: Date of Execution by City
Time for completion: The services to be provided by the Consultant /Contractor shall commence upon execution
of this Work Order by the parties and shall be completed within the time frame indicated above. Failure to meet
the stated completion requirement may be grounds for termination for default.
Work Order Amount: Dollars Expressed in Numbers: $ 626,289.00
Dollar Amount Written Out: Six Hundred Twenty Six ThousandTwo Hundred Eighty Nine Dollars
In Witness Where of, the parties hereto have made and executed this Work Order on the
respective dates under each signature: The City through its City Commission taking action on the
and the Consultant /Contractor by and through its duly authorized corporate officer having the full and complete
authority to execute same.
CONSULTANT /CONTRACTOR
ATTEST: EXECUTION:
Li
Signature, Corporate Officer Signature, Corporate President
Linda M. Gardner, Sec/Treasurer , Dec12, 2011 David A. Gierach, December 12, 2011
Corporate Officer Printed Name, Title and Date Corporate President, Printed Name and Date
CITY OF SANFORD
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�SignatdFe, Purc i g anager
'�Lht11�11 �' ) Z. 14.I
Purchasing Mqnager, Pri t Name and Date
Signatur ity ClerW gna re, Mayor
City Clerk, Printed Name and Date Mayor, Printed Name and Date
Revised: 1 -6 -2011
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I
SCOPE OF SERVICES
U.S. 17 -92 RIVERWALK PHASE II
November 29, 2011
BASIC SERVICES OF THE CONSULTANT
1.1 The CONSULTANT agrees to perform professional engineering services in
connection with the project as hereinafter stated.
1.2 The CONSULTANT will serve as the CITY's professional engineering representative
in those phases of the project to which this Scope of Services applies, and will give
consultation and advice to the CITY during the performance of his services.
1.3 The purpose of the project is the design of two segments of U.S. 17 -92 Riverwalk
Phase II within the US 17 -92 right of way along Lake Monroe in the City of Sanford
and Unincorporated Seminole County. The first segment being from French Avenue
to Mangoustine Avenue, (STA 9 +00 to STA 40 +00), with an Optional Service to
continue the project to approximately 2,100 -ft west of the Central Florida Regional
Hospital Driveway (STA 40 +00 to STA 64 +00), and the second segment being from
east of the zoo entrance to existing trail at CR -15 (STA 159 +00 to 176 +00) for a
distance of 1,700 feet with the improvements within the aforementioned segments
being as shown on the June 2011 Concept Design Analysis plans, including
parking /pull -off. The CITY has requested that the services provided include survey,
environmental, design (roadway, trail, landscape, hardscape, utility
adjustments /relocations, electrical, seawall, boardwalk, and prefabricated pedestrian
bridge), and permitting of improvements.
1.4 CONSULTANT will provide project management and quality control for the CITY.
1.5 CONSULTANT will perform the proposed services in accordance with the contractual
conditions contained in the Continuing Professional Services Agreement for
Engineering Services dated November 29, 2006 and RFQ 10/11 -21.
2.1 SURVEY
2.2 Right of Way Retracement
CONSULTANT will conduct additional investigations into the discrepancy between
the FDOT R/W maps located near 1 -4 and confirm the tracement survey in the area.
2.3 Specific Purpose Topographic Survey
CONSULTANT will prepare additional Topographic Survey of the corridor in
accordance with the Minimum Technical Standards of the State of Florida, and in
accordance with list below:
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• Obtain ground elevations at 100 foot stations and locate all individual trees larger
than 3" DBH from existing tree line located north of the US 17 -92 edge of
pavement to the US 17 -92 right of way line from STA 166 +00 to STA 176 +00.
• Locate 1,000 I.f. of wetland flags set by CONSULTANT from STA 166 +00 to STA
176 +00.
• Locate the Mean High Water elevation within the limits of STA 166 +00 to STA
176 +00.
• Collect topographic data at 100' cross - sections from STA. 9 +50 west 3,250 feet
to STA. 40 +00 as referenced on Sheets EX -01 and EX -02 of the US 17 -92
Riverwalk Phase II Conceptual Design Analysis, dated June 2011 for the City of
Sanford. Topographic area to be three (3) shots north of the north right -of -way at
the following locations: 1 foot north, 50 feet north and 100 feet north of the
seawall.
3.1 ENVIRONMENTAL SERVICES
3.2 Preliminary Ecological & Wildlife Assessment
■ Aerial Photography: CONSULTANT will obtain Digital Ortho Quarter Quadrant
(DOQQ) electronic files and construct a composite color infrared aerial (CIR)
covering the project site.
Vegetation and Land Use: CONSULTANT will prepare a Vegetation and Land
Use Map covering the project site. The mapping will follow Level III
nomenclature of the Florida Land Use Cover and Forms Classification System
( FLUCFCS). The approximate acreage of each classification will be tabulated for
the site. The map will be digitized ArcView 9.3 based on "desk top" interpretation
of features evident on the DOQQ aerial photography, correlation with soil types
(SCS Soil Survey of Seminole County) and field verification for each mapped
classification. The dominant vegetation of each classification will be recorded.
Map product will be used in FDEP and ACOE permitting.
Threatened and Endangered Species: CONSULTANT will review Florida Fish
and Wildlife Conservation Commission (FFWCC) and U.S. Fish and Wildlife
Service (USFWS) web based files and distribution mappings and review the
Atlas of Breeding Sites of Herons and Their Allies (FFWCC) to identify recorded
listed species within the project site. CONSULTANT will conduct a preliminary
survey by general reconnaissance of the site for the occurrence or potential
occurrence of protected species (threatened, endangered, or special concern).
The approximate location of all observed protected species shall be identified on
the FLUCFCS map or aerial photograph prints. Those species referred to as
protected are listed under Florida Administrative Code 68A and Florida Statue
581.185 and Code of Federal Regulation (50 CFR 17.11 and 17.12).
Wetland Delineation: The approximate wetland limits will be delineated in the
field with flagging tape and /or stakes in accordance with methodologies outlined
in the U.S. Army Corps of Engineers (ACOE) Wetland Delineation Manual
(1987), the 2008 Corps Interim Regional Supplement to the Corps Wetland
Delineation Manual: Atlantic & Gulf Coastal Plain Region and the Florida Unified
Wetland Delineation Methodology (Chapter 62 -340, F.A.C.). CONSULTANT will
also locate in the field the location of Seasonal High or Ordinary High water
marks for location by the project surveyor. CONSULTANT will locate at least four
water mark locations. Wetland delineation will only occur when upland areas are
located between the seawall and the Lake (areas towards 1 -4).
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Tree Survey: CONSULTANT will conduct a tree survey in the location of the
proposed boardwalk located from 1 -4 to the Central Florida Zoo. CONSULTANT
shall number each tree, record DBH, species and health. The data collected
during the tree survey will assist with a mitigation plan during project permitting
with the FDEP and ACOE.
Survey Coordination: CONSULTANT will coordinate with the project surveyor
and /or engineer to provide wetland delineation information such as a map
showing the approximate location of the delineated wetland line (flag numbers),
tree survey data and water levels identified.
• Archaeological: CPH will utilize a subconsultant to perform the Cultural
Resource Reconnaissance meeting Chapter 1A -46, F.A.C. Archaeological
Consultants, Inc (ACI) will perform the required background research,
reconnaissance survey, and prepare and submit Cultural Resource Assessment
Survey (CRAS) report meeting local and state requirements.
3.3 Florida Department of Environmental Protection Permitting
CONSULTANT will prepare ecological elements of the FDEP Individual Permit
application.
• Arrange for and conduct a field review of the estimated wetland limits with
representatives of the FDEP after permit application submittal.
• Attend one (1) pre - application meeting with FDEP in Orlando, Florida.
• Coordinate with the Project Engineer to produce Dredge & Fill permit sketches,
8.5" by 11.0" drawings that show wetland impacts, cross sections, and
development plan (assumes 12 sheets).
• Coordinate with the CITY and the Project Engineer as may be required in the
preparation of the ecological elements of the Environmental Resource Permit
(ERP) Permit application to FDEP. CONSULTANT will prepare draft responses
to ecological questions in Sections C, E and G of the ERP application.
• Coordinate with the project surveyor regarding applying for a Sovereign and
Submerged Land Lease from the State for use of the footprint area greater than
3,000 square feet for the preempted area; a SSL is required if the proposed
improvements are not within the area where the City holds claim to the Lake
bottom.
• Unified Mitigation Assessment Methodology (UMAM): An analysis will be
prepared of pre- & post - development wetland impacts and mitigation value
following the UMAM as required by FDEP.
• Prepare a Post - Development FLUCFCS Map for purposes of the FDEP
permitting. Mapping will follow the Florida Land Use Cover and Forms
Classification System ( FLUCFCS) (FDOT 1999).
• Prepare an assessment of Secondary and Cumulative Impact Analysis.
• Archaeological and Historical Resources: CONSULTANT will submit all
archaeological /historical information as prepared by Panamerican Consultants,
Inc. with the FDEP application. Any necessary site specific cultural resource
assessments are not included.
3.4 U.S Army Corps of Engineers Permitting
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CONSULTANT will prepare a wetland jurisdiction determination (JD) package. For
purposes of this determination, CONSULTANT will prepare documentation to be
submitted with the ACOE's 8 page Form. The JD will be submitted with the permit
application request. This package of information will include the following:
• Site Location Map — a street map locating the site
• USGS Quadrangle Map - excerpt from map showing project boundary, section,
township and range of the project and the latitude and longitude coordinates of
the approximate center of the site
• Soils Map — tabulation of descriptions of soil types shown on the soils map
excerpted from the County Soil Survey.
• Preliminary Wetland Delineation — a print of the digital ortho- rectified color infra-
red aerial photograph: 1) property boundary; 2) estimated jurisdictional wetland
boundaries; 3) enumeration of each wetland;
• Wetland Studies Description - for each enumerated wetland a summary
description of the wetland type and status (dominate vegetation, disturbance,
etc.) as well as a discussion of contiguity, adjacency or isolation factors (e.g.
distances from ditches and /or other waters)
• Data Form — a completed ACOE data form for each upland community type and
each enumerated wetland
• Conduct an on -site meeting with the ACOE to review the JD package and
delineated wetland boundaries. CONSULTANT anticipates one day for this field
meeting.
3.4.1 ACOE Permitting
CONSULTANT will prepare a permit application request and submit the
Individual Permit application to the ACOE.
• The CONSULTANT will attend one (1) pre - application meeting with the ACOE in
Cocoa, Florida.
• Practicable Alternative Analysis: CONSULTANT will assist the applicant to
prepare an analysis consistent with Sec 404.1(b) CFR. The CONSULTANT will
provide such exhibits and graphics as may be necessary.
• Archaeological and Historical Resources: CONSULTANT will submit all
archaeological /historical information as prepared by Panamerican Consultant Inc.
with the ACOE application. Any necessary site specific cultural resource
assessments are not included.
• Prepare and tailor portions of the ERP Application specifically ecological
elements of Sections C &E of Joint ERP Application to meet the ACOE
requirements.
• Provide a narrative description of direct, indirect and adverse cumulative impacts
anticipated as a result of impacts to the wetlands.
3.5 Wetland Mitigation Plan Design
Mitigation Plan: It is assumed wetland mitigation will be accomplished on -site.
The CONSULTANT will prepare a mitigation plan and will include the following:
• Narrative summary of proposed mitigation plan.
• A soils map of the restoration area(s) and other soils information pertinent to the
specific restoration actions proposed.
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• Topographic map of the mitigation area(s) and adjacent hydrologic contributing
and receiving areas.
• A hydrologic features map of the project site specifically of the mitigation area(s)
and adjacent hydrologic contributing and receiving areas.
• A description of current hydrologic conditions affecting the mitigation area(s).
• A map of vegetation communities in and around the mitigation area(s).
• Drawings illustrating proposed topographic alterations and all structural
components associated with proposed activities. It is assumed that 10 drawings
will be prepared.
• A detailed schedule for the construction phasing, planting, maintenance and
monitoring of mitigation area(s).
• A vegetation - planting scheme and schedule for implementation.
• Sources of plants and soils used in mitigation area.
• Measures to be implemented during and after construction to avoid adverse
impacts related to proposed activities.
• A management plan comprising all aspects of operation and maintenance,
including, vegetation establishment, exotic and nuisance species control, and
control of access.
• A proposed monitoring plan to demonstrate success criteria.
• A description of activities proposed to control exotic and nuisance species should
they become established in the mitigation area.
3.6 Requests for Additional Information
CONSULTANT shall prepare written responses to two (2) Requests for Additional
Information (RAI) by the FDEP and the ACOE regarding ecological elements of the
ERP application prepared by CONSULTANT Environmental.
3.7 Meetings & Coordination
Throughout the project, the CONSULTANT Environmental will attend up to five (5)
meetings or participate in telephone conferences with the CITY (including the City
Kick -off meeting), CITY's representative, agency personnel and /or other project
consultants as necessary to properly coordinate the preparation of the permit
application submittal and processing the submittal.
4.1 TRAIL /ROADWAY ENGINEERING
4.2 PRELIMINARY DESIGN PHASE
Based on the City /FDOT /County approved Concept Plans, CONSULTANT will
prepare Preliminary Trail Plans and associated roadway improvements and parking
improvements to provide the Fishing /Pull -Off areas. CONSULTANT will prepare the
Preliminary Opinion of Probable Construction Cost for the Preliminary Trail /Roadway
Plans.
The Preliminary Plans will consist of 30% complete trail plans, and will include
preliminary infrastructure design, including relocation of the existing reclaim main,
but excluding design of relocations to the existing communication conduits, which will
be designed by the utility owner. Plans will be prepared in accordance with the local
jurisdiction of City of Sanford, FDOT Design Standards, and FDOT PPM, with
precedence given to the FDOT PPM since the improvements will be located in the
FDOT right of way. Plans will be supplied to the CITY in reproducible form at a
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suitable scale to fit on an eleven inch by seventeen inch (11" x 17 ") plan sheet and
will be accurate, legible, complete in design, and suitable for submittal to the City of
Sanford, FDOT, and Seminole County. The plans and preliminary opinion of
probable cost will be reviewed with the CITY prior to submittal.
This task will be performed and billed as a lump sum service. Refer to the
Compensation section of this proposal for the proposed fee.
4.3 FINAL DESIGN PHASE
After the City of Sanford, FDOT, and Seminole County complete their review of the
30% Plans completed under the previous task, then CONSULTANT will continue
with the following analyses and preparation of the final plans as discussed in detail
below.
4.3.1 Engineering Analyses
Under this task, CONSULTANT will complete the engineering computations
necessary to support the final design and regulatory agency submittals, including:
100 Year Flood Plain: Nearly all the proposed improvements are located within
the limits of the FEMA FIRM 100 year flood plain, and thus, will require analyses
of the impacts and off - setting mitigation that will likely be created by the project.
CONSULTANT will analyze the impacts and mitigation in accordance with FDEP
requirements. If off -site mitigation, i.e., beyond the project corridor, becomes
necessary, then an amendment to this agreement will be required.
FDOT Variations Package: The design of the trail will necessitate deviations
from FDOT standards for roadway and trail design. CONSULTANT will submit
these deviations for review and consideration by FDOT through the submittal of a
Variations Report by the Engineer of Record.
ACOE Dredge /Fill Exhibits: To support the ACOE permit application,
CONSULTANT will prepare 8.5 "x11" dredge and fill sketches for all the proposed
dredging or filling activities located within the ACOE jurisdictional areas.
Note: Per our previous meetings with FDEP, the agency with ERP jurisdiction for the
project, the trail is exempt from stormwater water quality treatment requirements.
4.3.2 Final Plans
Based on the City /County /FDOT- approved Preliminary Plans, CONSULTANT will
prepare the Final Plans (Construction Plans) consisting of 90 %, and 100% complete
submittals and corresponding Opinions of Probable Construction Costs at the same
intervals. The Final Plans will be compiled in a manner so the CITY can be append
his landscape, hardscape, boardwalk, etc. sheets to the plans, and will include the
following sheets:
• Key Sheet
• General Notes Sheet
• Summary of Pay Items Sheet (incl. items provided by other professionals under
contract with the CONSULTANT)
• Typical Sections Sheet
• Summary of Quantities (incl quantities provided by other professionals under
contract with the CONSULTANT)
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• Project Layout Sheet
• Trail Plan and Profile Sheets
• Roadway Plan Sheets
• Drainage Structure Sheets
• Wetland Mitigation Plan
• Drainage and Pavement Details
• Soil Survey Sheet
• Trail Cross Sections (100 foot stations)
• Roadway Cross Sections (100 foot stations)
• Utility Relocation Sheets for Reclaim Water Main (P &P)
• Utility Adjustment Sheets for Reflecting Utility Designs by Others
• Pedestrian Bridge and Boardwalk Structures Sheets
• Sea Wall Structures Sheets
• Signage and Pavement Marking Plans
• Signalization Plans - Pedestrian Hybrid Beacons, Two Locations
• Lighting Plans
• Landscape Plans
• Irrigation Plans
• Hardscape Plans
• Stormwater Pollution Prevention Plan (SWPPP)
For the Utility Adjustment Plans, CONSULTANT will evaluate the existing utilities, both
buried and overhead for conflicts, separation issues, and construction impediments.
CONSULTANT will review the existing utilities with the proposed design plans to
minimize utility impacts. CONSULTANT will coordinate with the owners of the private
communication companies to review potential conflicts and request mark -ups for the
project. CONSULTANT is not responsible for the design or cost associated with the
design of the relocation of the private communication companies' facilities. Design of
relocations to the City's reclaim water main will be performed by CONSULTANT, shown
on relocation plans, and displayed on the Utility Adjustment Plans.
Project- specific traffic control plan will be compiled for the roadway construction portion.
A four phase MOT Plan will be designed in accordance with the latest Manual on
Uniform Traffic Control Devices (MUTCD) and the FDOT Design Standards. No project
specific traffic control plans will be prepared for the trail construction; the plans will
reference the FDOT Design Index, Series 600.
Final Plans will be prepared in accordance with the local jurisdiction of the City of
Sanford, Seminole County, FDOT Design Standards, and FDOT PPM with precedence
given to the FDOT PPM standards. Stormwater Management will be designed in
accordance with FDEP and FDOT requirements, and will include the "Best Management
Practices" proposed by FDEP. Plans will be supplied to the CITY in reproducible form at
a suitable scale to fit on an eleven inch by seventeen inch (11" x 17 ") plan sheet and will
be legible, complete in design, and suitable for submittal to the City of Sanford, Seminole
County, and FDOT for review and approval. The plans and cost estimates will be
reviewed with the CITY at the 90 and 100% completion stages, prior to submitting the
plans to the permitting agencies. This task will be performed and billed as a lump sum
service. Refer to the compensation section of this proposal for the proposed fee. Any
modifications to these plans requested by the CITY or City of Sanford after the plans are
prepared for submittal to the agencies will be performed as an additional service and
billed at the Standard Hourly Rates enclosed.
4.4 PERMITTING PHASE
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Upon receipt of the CITY, County, and FDOT's approval of the 90% Final Plans,
CONSULTANT will prepare the permit applications and support data for the applicable
regulatory agencies, including;
■ FDEP, ERP Exemption
■ FDOT JPA Submittal and response to ERC comments
■ FDOT MOA (landscape /hardscape within the US 17 -92 right of way)
• Seminole County (informational notice only)
Note: Other required permits are listed under the Environmental Services task of this
proposal.
CONSULTANT will coordinate the processing of the applications through the regulatory
agencies, including attendance at a limited number of meetings with the agencies that
may be necessary to receive the approval. Within this service are up to two (2)
meetings or conference calls with each of the regulatory agencies, one (1) submittal of
the applications and supporting documents, and two (2) responses to agency comments.
In order to minimize travel, meetings with multiple agencies will be scheduled, when
possible. Meetings required beyond these will be handled as additional service, and
billed in accordance with our Standard Hourly Rates. The CITY will be financially
responsible for any application or filing fee required by the agencies. This task will be
performed and billed as a lump sum service. Refer to the Compensation section of this
proposal for the proposed fee.
Any modifications to the plans requested by the Regulatory Agencies pertaining to the
infrastructure design in the previously mentioned plans, required to meet code, will be
addressed by CONSULTANT as part of these services. Any modifications requested
that are not code issues, or modifications requested by the CITY will be addressed as
additional services and billed at the Standard Hourly Rates enclosed. Any other permits
that may arise during the design or review process, and not outlined above, will be
handled as an additional service, and billed in accordance with our Standard Hourly
Rates.
4.5 SPECIFICATIONS
CONSULTANT will prepare a Project Manual in addition to referencing the FDOT
Standard Specification, consisting of Technical Specifications and front end bidding
documents (Division 1). CONSULTANT will compile the FDOT Supplemental
Specifications and Special Provisions for the trail and roadway construction elements of
the project and include them into the Project Manual for the project. This task will be
performed and billed as a lump sum service. Refer to the Compensation section of this
proposal for the proposed fee.
5.1 LAN DSCAPE /HARDSCAPE /LIGHTING DESIGN SERVICES
CONSULTANT will utilize a sub - consultant for the Landscape /Hardscape and Lighting
design services. Bellomo- Herbert will prepare Landscape and Hardscape plans based
on the previously completed Conceptual Design Analysis plans. Lighting Design will be
performed by Clear Engineering. The Landscape, Hardscape, and Lightning Design
Services as described in Sections 5.2 through 5.4 below:
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5.2 PRELIMINARY DESIGN
• CONSULTANT will utilize the previously completed Conceptual Design Analysis
plans and all available site information (i.e. survey and geotechnical information) and
shall prepare a Preliminary Design Plan to indicate the final horizontal location of the
boardwalk at the west Riverwalk section, identification of the location and layout of a
pedestrian bridge to be placed at the east Riverwalk section, identification of the
location and layout of cantilevered fishing "overlooks ", along with the associated
landscaping, lighting locations, furnishings and pedestrian crosswalk paving design.
• CONSULTANT will provide Preliminary Design drawings (sections, plan
enlargements and /or elevations) of the proposed gravity wall embellishments,
crosswalk paving, railing at seawall, fishing "overlooks" and railings, boardwalk,
pedestrian bridge and any proposed specialty features as may be needed to convey
overall design intent and to further detail the final design of these elements.
• CONSULTANT will prepare Preliminary Design drawings of the west Riverwalk II
area, particularly the area adjacent to the zoo, which may include a fishing pier,
observation platform, pedestrian crosswalk across US 17 -92 and other features
proposed that might be funded by parties other than the City of Sanford, FDOT or
any other public agency.
• CONSULTANT will attend up to two meetings with CPH and CITY during this phase
of work.
• CONSULTANT will attend one meeting with FDOT staff during this phase of work.
■ CONSULTANT will provide an estimate of probable cost for the features proposed.
5.3 DESIGN DEVELOPMENT & CONSTRUCTION DOCUMENTS
CONSULTANT will prepare complete Design Development drawings for the amenities
identified in 5.2, above. These items are further described as follows:
• Lighting Fixture selection and Layout using bollards, lights in the gravity wall, pole
lights or a combination of any of these fixtures. Electrical circuiting plans are to be
provided by Clear Engineering.
• Hardscape: Specialty paving layout plans; pedestrian crosswalk layout plan; seawall
railing plans; fishing "overlook" plans including railings; site furnishing plans; pedestrian
bridge plans (structural drawings by others) boardwalk plans (structural drawings by
others). Plans for the construction of the proposed fishing pier are not a part of this
Scope of Services.
• Specialty feature location and elevations with selection of materials and colors. This
may include embellishments to the gravity wall, shade structures or other features as
yet to be determined.
• Landscape plan indicating existing plants /trees to remain and proposed plantings.
■ Irrigation: Preliminary irrigation drawings including, sleeving, main line piping and water
source.
■ CONSULTANT will attend up to two meetings with CPH and CITY during this phase
of work.
• CONSULTANT will attend one meeting with FDOT staff during this phase of work.
■ CONSULTANT will provide Bidding Services as required.
Based upon the approved design Development Documents, the CONSULTANT shall
prepare complete Construction Drawings and specifications for the work as described in
5.3 (above). The CONSULTANT'S services do not include geotechnical services,
mitigation plans or the cost of any permit application fees or jurisdictional inspections.
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All of the drawings above shall adhere to the Americans with Disabilities Act (ADA).
5.4 LIGHTING DESIGN
Electrical Engineering Design services include the following:
■ Pathway Lighting for pedestrian/ bike trail to meet City Standards.
■ Selection and specification of lighting fixtures.
■ Electrical Services as needed.
■ Coordination with electric utility..
• Power circuiting to lighting.
■ Photometric study.
■ Voltage drop calculations.
■ Estimate of probable construction costs.
■ Three design review meetings as needed with Design Team, City of Sanford, as
needed.
■ Responding to review comments on electrical design plans included in basic
services.
■ Specifications on drawings.
6.1 SEAWALL DESIGN SERVICES
CONSULTANT will utilize a sub - consultant for the design of the seawall replacement
TLP Engineering will provide structural engineering services to prepare the seawal
replacement plans and specification. Scope of Services includes the following elements:
■ Attend a pre- design meeting with the Design Team and the City of Sanford.
• Conduct a field visit to perform a visual assessment of the condition of the existing
seawall and photograph observed conditions.
■ Coordinate with the Geotechnical Consultant regarding seawall design parameters.
■ Upon receipt of the Final Geotechnical Report, proceed with preparing design
calculations and drawings for the construction of 3,100 Lineal feet of seawall
commencing at the terminus of the existing seawall constructed under Phase I of the
Sanford Riverwalk project, extending from STA 9 +00 to STA 40 +00.
■ Submit 90% Plans, in electronic format, and attend a 90% review meeting with the
Design Team and the City of Sanford.
• Upon approval of the 90% plans, make any revisions agreed upon, and produce
drawing files for submittal to the permit agencies. We are assuming that the permit
agencies include Florida Department of Environmental Protection and the Corps of
Engineers.
■ Assist in responding to any Requests for Additional Information (RAI) from the
agencies regarding the seawall design. The fee is based on 2 RAI's submitted by
the agencies.
■ Finalize the plans and prepare specifications for final review by the City of Sanford.
■ Services during bidding will consist of attending a pre -bid meeting, responding to
contractors Requests for Information (RFI), and assisting the City in evaluating bids.
7.1 STRUCTURAL ENGINEERING SERVICES
CONSULTANT will utilize a sub - consultant for the structural engineering services. Avcon
will provide the following services:
7.2 Pedestrian Bridge:
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a. Coordinate with Bridge Manufacturers on selection of prefabricated bridge to
determine foundation details and loading requirements.
b. Coordination with the geotechnical engineer on allowable bearing pressures for
the foundation design — geotechnical investigation to be provided by others.
c. Preparation of design calculations for the footing / foundation design. We have
assumed that based on an approximate bridge length of 75 feet, the foundation
system will be spread footings.
d. Design of the foundation size, dimensions, details and attachments to
accommodate the selected prefabricated pedestrian.
7.3 Pedestrian Boardwalk
a. Provide a concept of the structural design for approval by CONSULTANT and the
City. It is assumed that the structural system will consist of timber superstructure
and concrete footings.
b. Prepare Structural Calculations for the selected concept.
c. Provide a plan and elevation of the proposed boardwalk structure.
d. Prepare structural details for the boardwalk assuming standard bent spacing with
limited special design sections.
8.1 GEOTECHNICAL ENGINEERING SERVICES
The CONSULTANT will utilize a sub - consultant for the Geotechnical Engineering
Services. Ardaman & Associates services will include exploring soil stratigraphy on the
lake side of the proposed seawall, developing up to three soil profiles for use by the
structural engineer to design the seawall, and performing a review of the geotechnical
engineering part of the structural engineer's seawall analysis.
For the pedestrian bridge the services will explore soil stratigraphy in the lake using SPT
borings, and soil stratigraphy on land using hand auger borings to provide soil bearing
capacity recommendations for shallow spread footings for the pedestrian bridge. The
following summarizes our proposed scope of work and associated fees for conducting
the subject exploration.
8.2 FIELD EXPLORATION
The field exploration will include performing eleven, 20 -foot deep SPT borings for the
seawall and two, 30 -foot deep borings for the pedestrian bridge in the lake on the north
side of the seawall. Please note that the boring depths are measured below barge deck.
We will also perform two, 3 -inch diameter 5 -foot deep hand auger borings will be
performed on the land side of the existing seawall relative to the pedestrian bridge.
The SPT borings will be drilled using a procedure similar to the Standard Penetration
Test outlined in ASTM 0 -1586. The borings will be sampled at 18 -inch intervals to 10
feet deep and at 5 -foot intervals below 10 feet. Each sample will be removed from the
sampler in the field and then examined and visually classified by our crew chief.
Representative portions will be sealed and packaged for transportation to our laboratory
for further analysis as required. Water level observations will be made in the boreholes
during the drilling operation.
8.3 LABORATORY PROGRAM
Page 11 of 15
Routine laboratory visual classification will be performed along with specific classification
tests deemed necessary (i.e., percent fines and organic contents).
8.4 ENGINEERING ANALYSIS AND REPORT
Engineering analysis of all data obtained will be made to evaluate general subsurface
conditions and to develop up to three typical soil profiles for use by the structural
engineer to design the seawall. The soil profile parameters will include recommendations
for the soils' angle of internal friction, cohesion, and unit weight. In addition, the
Geotechnical Engineer will perform a review of their appropriate portion of the structural
engineer's seawall analysis. The analysis will include up to 3 cross - section geometries.
Please note that our review of the structural engineer's analysis will be limited to
assessing the recommended sheetpile tip depth, the moment of inertia, the minimum
anchor length, and the force per foot of wall required for the anchor system.
For the pedestrian bridge, engineering analysis of all data obtained will be made to
guide site preparation and foundation support.
The Geotechnical Engineer's recommended soil profiles for the seawall and the
recommendations for the pedestrian bridge footings, together with data developed
during the exploration, will be submitted in a written report upon conclusion of the study.
A written report presenting the results of our geotechnical engineering review of the
seawall design.
9.1 BIDDING ASSISTANCE
CONSULTANT will assist the CITY by attending a pre -bid meeting to discuss the project
with prospective contractors and answer questions they may have about the project
design. CONSULTANT will assist in preparing any necessary clarifications or
addendums during the bidding phase. Prior to receipt of bids, CONSULTANT will
update the Opinion of Probable Costs for the project and prepare the estimate on the
project bid form. In concert with the CITY, CONSULTANT will review and evaluate the
bids for the project, attend City of Sanford evaluation meetings and recommend award.
The CITY will be responsible for the costs of printing the bid documents, including plans,
to be used by prospective bidders and others during the bidding and construction
phases. This task will be performed and billed as a lump sum service. Refer to the
compensation section of this proposal for the proposed fee.
10.1 PUBLIC /PRIVATE PARTNERSHIP OUTREACH
CONSULTANT will prepare and manage a Public /Private Partnership Outreach program
to identify and attempt to secure additional funding sources for the project.
CONSULTANT will coordinate with local and state stakeholders including local business
leaders to further enhance the project amenities. Private funding sources could
potentially provide enhancements such as fishing piers or boat docks which could create
economic development opportunities or eco- tourism opportunities, or complete the trail.
CONSULTANT will prepare renderings to facilitate the amenities and tie them into the
proposed Landscape / Handscape features previously described. CONSULTANT will
administer Public Involvement meetings to discuss the potential features and amenities
to obtain critical community buy -in.
Paqe 12 of 15
11.1 OPTIONAL SERVICES
11.2 If requested by the CITY, CONSULTANT will expand the Basic Services approximately
2,400 -If (STA 40 +00 to STA 64 +00). These services will include the following:
• Preliminary and Final Design (trail and the necessary roadway improvements
identified in the Conceptual Design Plans date, June 2011), Environmental Analysis
and Permitting, Seawall Design, and Landscape /Hardscape /Lighting design services
will be in conformance with the above described services for the additional length.
• Survey - Collect topographic data at 100' cross - sections from STA. 40 +00 west
2,400 feet to STA. 64 ±00 as shown on Sheets EX -02 and EX -03 of the US 17 -92
Riverwalk Phase II Conceptual Design Analysis, dated June 2011 for the City of
Sanford for full right -of -way of SR 15/600 and extending 10 feet south of the south
right -of -way. Also extending three (3) shots north of the north right -of -way at the
following locations: 1 foot north, 50 feet north and 100 feet north of the seawall.
• Geotechnical — Perform eight additional 20 -ft borings north of the seawall and five,
20 -ft deep borings for the retaining wall along the southern R/W. For the retaining
wall, engineering analysis of all data obtained will be made to evaluate subsurface
conditions and develop up to two typical soil profiles for use by the structural
engineer. The soil profiles will include recommendations for the soils' angle of
internal friction, cohesion, and unit weight. In addition, Ardaman will perform global
stability analysis, including analysis of rotational and sliding -type failure for retaining
wall and ground surface geometry behind and in front of the wall. Recommendations
will be summarized in report format.
• Structural — Retaining wall design will include evaluation approximately 950 -ft for
alternate wall structural systems. A cost comparison of MSE wall, cast -in -place
concrete wall, and sheet pile will be performed. Preparation of structural calculations
required to complete the wall design. Preparation of Wall Control Drawings for the
950 -ft of wall. Preparation of Design Details associated with the selected wall type.
11.3 If requested by the CITY, CONSULTANT will prepare an amendment to the above scope
of services to perform Construction Engineering and Inspection and /or Construction
Administration services in accordance with City of Sanford and FDOT criteria.
11.4 In the event additional funds are secured as a result of the Public /Private Partnership
Outreach, CONSULTANT will prepare an amendment to the above scope of services to
provide additional design, permitting, and CEI /CA services.
CITY - FURNISHED INFORMATION
It is understood that CONSULTANT will perform services under the sole direction of the CITY.
In the performance of these services, CONSULTANT will coordinate its efforts with those of
other project team members as required. The CITY shall provide CONSULTANT with project -
related technical data. CONSULTANT will rely upon the accuracy and completeness of City of
Sanford and CITY - furnished information in connection with the performance of services under
this Agreement.
Paqe 13 of 15
12.1 COMPENSATION
Labor
CONSULTANT will perform the Scope of Services contained in this Agreement as lump sum
The following is the break down of fees for each task.
Phase No.
Phase Description
Billing Method
Fee
2.1
SURVEY
2.2
R/W Retracement
Lump Sum
$2,600
2.3
Specific Purpose Topographic Survey
Lump Sum
$12,500
3.1
ENVIRONMENTAL SERVICES
3.2
Prelim. Eco. Assessment
Lump Sum
$8,350
3.3
FDEP Permitting
Lump Sum
$7,500
3.4
ACOE Permitting
Lump Sum
$6,500
3.5
Wetland Mitigation Design
Lump Sum
$2,900
3.6
RAI's
Lump Sum
$6,000
3.7
Meetings /Coordination
Lump Sum
$6,000
4.1
ROADWAY ENGINEERING
4.2
Preliminary Design Phase
Lump Sum
$30,023
4.3
Final Design Phase
Lump Sum
$121,882
4.4
Permitting Phase
Lump Sum
$18,440
4.5
Specifications
Lump Sum
$5,500
5.1
LANDSCPAPE/HARDSCAPE DESIGN SERVICES
5.2
Preliminary Design
Lump Sum
$16,568
5.3
Design Development and Construction Docs
Lump Sum
$31,120
5.4
Lighting Design Services
Lump Sum
$8,500
6.1
SEAWALL DESIGN SERVICES
Lump Sum
$138,068
7.1 STRUCTURAL SERVICES
8.1
9.1
10.1
11.2
Lump Sum
GEOTECHNICAL ENGINEERING SERVICES Lump Sum
BIDDING ASSISTANCE Lump Sum
PUBLIC /PRIVATE PARTNERSHIP
OUTREACH Lump Sum
OPTIONAL DESIGN SERVICES
(STA 40 +00 TO (64 +00)
Expenses
Basic Services Total
$27,114
$30,698
$6,860
$25,480
$9,000
$521,153
Lump Sum $102,136
Expenses $3,000
Basic Service plus
Optional Services Total $626,289
Paae 14 of 15
SERVICES NOT INCLUDED
The following services are not anticipated and, therefore, not included in this Agreement at this
time:
• Boundary Survey or ALTA/ACSM Land Title Survey
• Easement or right -of -way vacation or dedication services or platting services
• Traff ic Analyses
• Services resulting from changes made by CITY following the completion of specific
project tasks that require re -work by CONSULTANT
• Any other issues not specifically described in this proposal
Should work be required in any of these areas, or areas not previously described,
CONSULTANT will prepare a proposal or amendment, at the CITY's request, that contains the
Scope of Services, fee, and schedule required to complete the additional work item.
J:\Z6582.00- 2011 \Sanford \Riverwalk Phase II \City of Sanford -- Riverwalk Phase II -- 11 -09 -2011 (2).doc
Paae 15 of 15
SANFORD RIVERWALK MULTI -USE TRAIL, PHASE II
PRELIMINARY ESTIMATED CONSTRUCTION COST
FRENCH AVENUE TO 14, INCLUDING 2 FISHING PULL OFFS,
EXCLUDING W OF HOSPITAL ENTRANCE TO E OF ZOO ENTRANCE
ITEM NO.
PAY ITEM DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
AMOUNT
101 1
MOBILIZATION
5.0
%
$345,630.23
102 1
MAINTENANCE OF TRAFFIC
5.0
%
$345,630.23
104 10 3
SEDIMENT BARRIER
11,500
LF
$10,350.00
104 11
FLOATING TURBIDITY BARRIER
8,000
LF
% %:
$49,920.00
107 2
MOWING
3
AC
j
$88.83
110 1 1
CLEARING AND GRUBBING
8
AC
$2,50100-
$18,750.00
120 1
REGULAR EXCAVATION
12,000
CY
$2.97
$35,640.00
120 4
SUBSOIL EXCAVATION
3,000
CY
$4.96 J
$14,880.00
160 4
TYPE B STABILIZATION TRAIL
13,530
SY
$2.09
$28,277.70
160 4
TYPE B STABILIZATION ROADWAY
11,774
SY
$2.09
$24,607.66
285 704
OPTIONAL BASE, BASE GROUP 04 RAIL
10,317
SY
$9.88
$101,931.96
285 709
OPTIONAL BASE, BASE GROUP 09 ROADWAY
10,664
SY
$10.78
$114,957.92
334 1 13
SUPERPAVE ASPHALTIC CONC, TRAFFIC C, 1.25" TRAIL
670
TN
$71.89
$48,166.30
334 1 13
SUPERPAVE ASPHALTIC CONC, TRAFFIC C, 3" ROADWAY
1,300
TN
$71.89
$93,457.00
337 7 32
ASPHALT CONCRETE FRICTION COURSE, TRAFFIC C, FC -9.5
430
TN
$9896
$42,552.80
400 0 11
CONCRETE CLASS NS, GRAVITY WALLS
1,200
CY
$408.64
$490,368.00
400 1 11
CONCRETE CLASS 1, RETAINING WALLS
300
CY
$609.15
$182,745.00
415 1 3
STRUCTURAL STEEL, RETAINING WALLS
18,000
LB
$0.76
$13,680.00
425 1 541
INLET, DITCH BOTTOM (TYPE D <10'
30
EA
$2.357.26
$70,717.80
515 2 202
54" PICKET RAIL PEDESTRIAN /BICYCLE RAILING
6,630
LF
$48.75
$323,212.50
520 1 10
CONCRETE CURB & GUTTER, TYPE F
760
LF
$14.54
$11,050.40
520 2 4
CONCRETE CURB, TYPE D
487
LF
$11 38
$5,542.06
520 5 11
CONCRETE SEPARATOR - TYPE 1 4' WIDE
175
LF
$24.92
$4,361.00
536 1 1
GUARDRAIL - ROADWAY
4,400
LF
$15.04
$66,176.00
536 85 24
GUARDRAIL END ANCHORAGE ASSEMBLY - PARALLEL
12
EA
S1.411.06
$16,932.72
570 1 1
PERFORMANCE TURF
15,000
SY
$0.37
$5,550.00
700 20 11
SINGLE POST SIGN, F &I, LESS THAN 12 SF
10
EA
$21770
$2,177.00
700 20 40
SINGLE POST SIGN, RELOCATE
6
AS
$126.89
$761.34
711 11 121
THERMOPLASTIC, STANDARD, WHITE, SOLID, 6"
7,026
LF
$0.56
$3,934.56
711 11 122
THERMOPLASTIC, STANDARD, WHITE, SOLID, 8"
1,333
LF
$0.88
$1,173.04
711 11 124
THERMOPLASTIC, STANDARD, WHITE, SOLID, 18"
328
LF
$226
$741.28
711 11 125
THERMOPLASTIC, STANDARD, WHITE, SOLID, 24"
53
LF
$3.17
$168.01
711 11 160
THERMOPLASTIC, STANDARD, WHITE, MESSAGE
1
EA
5105 69
$105.69
711 11 170
THERMOPLASTIC, STANDARD, WHITE, ARROW
9
EA
$4712
$424.08
711 11 221
THERMOPLASTIC, STANDARD, YELLOW, SOLID, 6"
7,046
LF
$0.52
$3,663.92
711 11 224
THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18"
821
LF
$2.72
$2,233.12
715 4 129
LIGHT POLE COMPLETE, F &I, SPEC FOUND, WIND SPD 130, CUSTOM HT
36
EA
$2250.00
$81,000.00
715 7 12
LOAD CENTER, F &I, PRIMARY VOLTAGE
1
EA
$6,500.00
$6,500.00
1050 14004
UTILITY PIPE, RELOCATE 8 - 19.9"
2,000
LF
$1736
$34,720.00
1820 1 50
UTILITY CABLE, TELEPHONE /COMMUNICATIONS, ADJUST & MODIFY
2,000
LF
$2.00
$4,000.00
WOODEN BOARDWALK (STA 166 +00 TO 174 +00
930
SY
$2$6:00 .. ;.
$246,450.00
580 1 1
LANDSCAPE COMPLETE - SMALL PLANTS
1
LS
$106
$10,000.00
580 1 2
LANDSCAPE COMPLETE - LARGE PLANTS
1
LS
$1 ,
$17,500.00
590 70
IRRIGATION SYSTEM
1
LS
$20'
$20,000.00
66*
PEDESTRIAN HYBRID BEACON
2
EA
�'.
$50,000.00
HARDSCAPE -- FURNITURE
1
LS
001)
$8,000.00
SEAWALL REPLACEMENT 5500 LF **
1
EA
$4,570,137.00
$4,570,137.00
PREFABRICATED PEDESTRIAN BRIDGE - 25 FT SPAN
1
EA
$75,000.00
$75,000.00
Notes:
** Provided by TLP
- Environmental mitigation costs are not included since new seawall is assumed to fall within 12" of existing seawall.
CONSTRUCTION SUB TOTAL
$7,603,865.16
Contingency (10 %)
$760,386.52
CONSTRUCTION TOTAL
$8,364,251.67
Design (7.5 %)
$626,289
GRAND TOTAL
$8,990,540.74
12/13/2011