301-CPH-Amendment 24 Amendment No. Z4
To Agreement For Continuing Services
For
Final Design and Construction Plans For Utility Relocation:
Projects Associated With S.R. 417, Airport Boulevard Widening
and
C.R. 46A Widening
Between
The City of Sanford, Florida
And
Conkiln, Porter and Holmes - Engineers, Inc.
This Agreement made on the X/'2'da of z/,~c,~/'4t-A 1996 between the CITY OF SANFORD,
FLORIDA (herehalter called the City) and CONKLIN, PORTER AND HOLMES-ENGINEERS,
INC. (hereinafter called the Engineer), is mutually agreed upon and declared an authorized
Amendment to an Agreement dated December 17, 1987, between the parties, herein setting forth the
scope, terms and conditions of the work herein authorized.
In case of any conflict between this Amendment and the aforementioned Agreement of December
17, 1987, this Amendment shall govern for the work described herein.
WHEREAS, the construction of S.R. 417, the widening of Airport Boulevard and widening
of C.R. '46A creates the need for relocation of City utilities to accommodate the road construction,
and
WHEREAS, the City has requested the Engineer to perform cormin professional engineering
services in connection with this work
The City and the Engineer for the considerations named herein agree as follows:
SECTION 1
General
1.1 Introduction
This proposal outlines various sections of the project including the work to be performed
under each section. Each section will be coordinated closely with the City, County, the
Florida Department of Transportation (FDOT), and the Seminole County Expressway
Authority to accomplish utility relocafions in the project area as shown on the figure attached
to this proposal as Exhibit A. As a part of the work, we will coordinate with other consulting
firms conducting roadway design work for the purpose of obtaining the latest available plans
and other project data for us to perform our work. The City will assist us in the coordination
with the various entities associated with the projects. Any negotiations required to
accomplish the relocations will be performed by the City, and CPH will provide engineering
support for the negotiations.
The utilities associated with this proposal include the City of Sanford potable water
distribution system, wastewater collection system, and reclaimed water distribution system.
The engineering work for the project will be done in several phases. The first phase will
include data collection to obtain all available information along the proposed route. The
second phase will include evaluation of available data to determine alternative routes for
conflicts, and any upgrading of facilities that may be needed in the project area or changes
to the existing systems to make them more efficient in the post-constructed condition. The
third phase will include preparation of design drawings and consreaction drawings for permit
approval for construction. This phase will also include coordination with other design
consultants and public agencies. The fourth phase will include permit submittal and follow-
up with permitting agencies to obtain construction approval. The fifth phase involves
construction administration and certification services. The construction administration and
certification work will be proposed under separate amendment at the appropriate time.
We are aware of several consultants currently proceeding with the design of the roadway
projects. We understand the City will assist us in obtaining my]ars or AutoCAD base
drawings from these consultants showing the road improvements which will be used as base
sheets for the utility relocation drawings. The Engineer assumes no responsibility for the
accuracy or information shown on the base drawings. Any additional surveys or dig ups will
be provided by the City. The following consultants are currently working on projects as
shown:
1. Post, BuckIcy, Schuh & J'emigan - Airport Boulevard from U.S. 17-92 to C.R. 46A.
2. Inwood Consulting Engineers, Inc. - Airport Boulgvard from C.R. 46A to S.R. 46.
3. Post, Buckley, Schuh & .lemigan - S.R. 417 (Cenlral Florida Greenway) from 17-92
to Old Lake Mary Road.
4. Dyer, Riddle, Mills&Precourt-S.R. 417 (CentralFlorida Greenway) from Old Lake
Mary Road to beyond Upsala Road.
5. Professional Engineering Consultants - C.R. 46A ~,t Upsala Road to Country Club
Road and From Airport Boulevard across Old Lake Mary Road beyond the RR
crossing.
From the preliminary information obtained from each of these consultants, we have
preliminarily determined the overall scope and limits oftheproject to establish the basis for
the scope of services outlined below. There may be instances in the future where additional
services may be needed. Those areas have been noted in the proposal. A specific Scope of
Services has been developed for road projects (number 2 .through 5) and is shown in Section
2. Road project No. 1 is currently scheduled for construction in the year 2000 and we will
provide a proposal for that road project at a later date.
SECTION 2
Scope of Services
General Work Description
The Scope of Services for each road section is shown below. A Plan of Study is attached as
Exhibit B which shows the estimated man-hours for each work item identified below.
2.1 State Road 417 from Old Lake Mary Road to UpsalaRgad (Task 1)
This section includes State Road 417 crossing of CR 46A, Country Club Road, and Upsala
Road. It also includes CR 46A from Country Club Roadto Airport Boulevard and Country
Club Road from CK 46A to Airport Boulevard. Due to therequirement for surcharging SR
417 in the vicinity of CR 46A, the utilities in this corridor ,must be relocated outside of the
CR 46A right of way while the surcharging is occurring. Areajot 24" water main and a 12"
force main exists along this route and this proposal is based on relocating these pipelines
from CK 46A corridor to the Country Club Road corridor. The 24" water main would be
extended from CR 46A and Country Club Road then east on Country Club Road to Hardy
Avenue then south on Hardy Avenue to CK 46A to connect back to the existing water main.
The 12" force main would be relocated on Country Club Road paralleling the water main and
would connect to the existing 12" force main on Country Club Road and Old Lake Mary
Road. After the surcharge operation is completed, provision for water and wastewater
utilities would be provided along the reconstructed CR 46A. This proposal is based on this
alternative for utility relocation in this area. This section is shown as Task 1 on Exhibit A.
Specific services shall include the following:
A. Meeting and coordinating with the City of Sanford, Seminole County, and the
Expressway Authority to obtain the latest roadway construction plans and existing
utility and other information in the project area. We anticipate considerable
investigations including field work and possibly dig ups in the CK 46A area to
determine utility conflicts. The City will provide considerable assistance in this field
investigation and will perform required dig ups.
B. The City has a 14" reclaimed water line on Country Club Road, and a 24" water main
and both a 12" and 6" force main on CK 46A. The City plans to relocate the 24"
water main along Country Club Road from CR 46A east to Hardy Avenue then south
on Hardy Avenue to CR 46A where it will reconnect to the existing water main. The
water main currently reduces to 20" as it crosses Airport Boulevard along CR 46A
and we will provide computer modeling of future City conditions to determine a
recommended sizing of the water main. The City also plans to relocate the 12" force
main along Country Club Road from CR 46A to Old Lake Mary Road where it will
reconnect to the existing 12" force main.
We will perform modeling of the force main system to determine if the 12" force
main can accommodate the flows along CR 46A and the 6" force main can be
abandoned. Existing water and wastewater service in the area of CK 46A and Airport
Boulevard will also have to be accommodated. Tasks 3, 4 and 5, subsequently
describe work associated with this Task I required to accommodate water and
wastewater service in this area.
C. Review and discuss the proposed utility relocations with the City within the project
limits. Provide the Seminole County Expressway Authority and FDOT with
preliminary marked-up roadway plans showing the location of the proposed utilities
for their use for updating their plans. Determine in conjunction with the City, if the
work should be performed under a .IPA or separately contracted by the City.
D. Obtain soils investigation data from geotechnical consultants associated with the
roadway projects which will be provided by the Expressway Authority for use in
design. The City will provide additional data, if required. Employ surveyor to obtain
right-of-way survey, utilities, etc., for Country Club Road from Airport Boulevard
to Hardy Avenue and Hardy Avenue from CR 46a to Country Club Road.
E. Utilize AutoCAD or mylar roadway base drawings at a 1-in.= 20-fL scale as a base
for preparation of construction plans for utility relocation work. The City shall be
responsible for obtaining base roadway drawings or AutoCAD files for Engineer's
use in preparation of final plans. Except as noted in D above. Prepare the following
plans:
Country Club Road - CR 46A to Hardy Avenue; Hardy Avenue - Country Club
Road to CR 46a
1 Cover Sheet
2-3 General Note Sheet / Quantity Sheet / Specifications
4-18 Single Plan and Profile Utility Improvement Plan at a 1 "=20' scale
19 Miscellaneous Detail Sheet
CR 46A - Country Club Road to Airport Boulevard
(Abondonement/Utility Relocations)
1 Cover Sheet
2-3 General Note Sheet / Quantity Sheet / Specifications
4-12 Single Plan and Profile Utility Improvement Plan at a 1 "=20' scale
13 Miscellaneous Detail Sheet
F. Prepare Technical Specifications and Contract Documents.
G. Develop quantities and opinion of probable construction costs.
H. Provide the City and Seminole County Expressway Authority with a copy of final
engineering plans to update the utility locations on the roadway plans prior to
sending the plans for bidding.
I. Provide the City with mylar reproducibles and two signed and sealed record sets of
drawings. Provide one set of original specifications and two signed and sealed bound
specifications.
I. Coordinate with FDEP and assist the City in obtaining FDEP Wastewater Collection
SystemfPotable Water Distribution System permits.
K. Assist the City in preparation of an FDOT Right-of-Way Utilization Permit.
L. Assist the City in preparation of a Seminole County Right-of-Way Utilization Permit.
M. Coordination and revisions with the City, FDOT, Seminole County, Road
Consultants, and Expressway Authority.
2.2 State Road 417 from U.S. Highway 17-92 to Old Lake Mary Road (Task 2)
This project area also includes a considerable area around U.S. Highway I7-92 near the
Sanford Plaza, the Zayres Plaza, and along Highway 17-92 from the S.R. 417 exit ramp
across Airport Boulevard. The area is shown as Task 2 in Exhibit A. The services provided
for utility relocation in this area are shown below.
A.' Meeting and coordinating with the City of Sanford, Seminole County, the
Expressway Authority, and FDOT to obtain the latest roadway construction plans
and existing utility and other information in the project area. We anticipate
considerable investigations including field work and possibly dig ups in the Highway
17-92 area, the Sanford Plaza area, and the Zayres Plaza area, to determine utility
conflicts. The City will provide considerable assistance in this field investigation and
will perform required dig ups.
B. Review proposed roadway plans and check and review the potential conflict
locations, evaluate the feasibility of utility relocation including relocation of existing
water mains and evaluation of abandonment of existing lift stations and force mains
in the project area and their affect on the existing wastewater collection system.
Conduct K Pipe analyses of existing force main and water main systems in the
project area to verify service levels are met in the design. Determine in conjunction
with the City, if the work should be performed under a J'PA or separately contracted
by the City. Discuss possible alternatives for the project area with the City and make
recommendations.
C. Review and discuss the proposed utility relocations with the City within the project
limits. Provide the Seminole County Expressway Authority and FDOT with
preliminary marked-up roadway plans showing the location of the proposed utilities
for their use for updating their plans.
D. Obtain soils investigation data from geotechnical consultants associated with the
roadway projects which will be provided by the Expressway Authority for use in
design. The City will provide additional data, if required.
E. Utilize AutoCAD or mylar roadway base drawings at a l~in.= 20-fL scale as a base
for preparation of construction plans for utility relocation work. The City shall be
responsible for obtaining base roadway drawings or AutoCAD files for Engineer's
use in preparation of final plans. Prepare the following plans:
1 Cover Sheet
2-3 General Note Sheet / Quantity Sheet / Specifications
4-11 Single Plan and Profile Utility Improvement Plan @ 1-in.=20-ft.
12 Miscellaneous Detail Sheet
F. Prepare Technical Specifications and Contract Documents.
G. Develop quantities and opinion of probable construction costs.
H. Provide the City and Seminole County, Expressway Authority with a copy of final
engineering plans to update the utility locations on the roadway plans prior to
sending the plans for bidding.
I. Provide the City with mylar reproducibles and two signed and sealed record sets of
drawings. Provide one set of original specifications and two signed and sealed bound
specifications.
J. Coordinate with FDEP and assist the City in obtaining FDEP Wastewater Collection
System/Potable Water Distribution System permits.
K. Assist the City in preparation of an FDOT Right-of-way Utilization Permit.
L. Assistthe City in preparation of a Seminole County Right-of-Way Utilization Permit.
M. Coordination and revisions with the City, FDOT, Seminole County, Road
Consultants, and Expressway Authority.
2.3 Airport Boulevard from C.tL 46A to S.tL 46 flask 3)
A. Meeting and coordinating with the City of Sanford and Seminole County to obtain
available data and information on existing plan availability and existing utility and
other information in the project area. This area is shown as Task 3 on Exhibit A.
B. Review proposed roadway plans and check and review the potential conflict
locations, evaluate the feasibility of utility relocation including evaluation of water
mains, reclaimed water lines, gravity sewer systems and force mains in the project
area. Determine in conjunction with the City, if the work should be performed under
a JPA or separately contracted by the City. Discuss possible alternatives for the
project area with City and make recommendations. The City has a gravity sewer line
adjacent to the City's major lift station on Bevier Road. The gravity sewer will be
extended through the intersection of Bevier Road and Jewett Lane for future
extension.
C. Review and discuss the proposed utility relocations with the County and City within
the project limits. Provide the County with preliminary marked-up roadway plans
showing the location of the proposed utilities for the County's use for updating their
plans.
D. Obtain soils investigation data from the County's geotechnical consultant which will
be provided by the County for use in design. The City will provide additional data,
if required.
E. Utilize AutoCAD or Mylar roadway base drawings at a 1 "= 20' scale as a base for
preparation of construction plans for utility relocation work. The City shall be
responsible for obtaining base roadway drawings or AutoCAD files for Engineer's
use in preparation of final plans. Prepare the following plans:
1 Cover Sheet
2-3 General Note Sheet / Quantity Sheet / Specifications
4-20 Single Plan and Profile Utility Improvement Plan at a 1 ''= 20' scale
21-22 Miscellaneous Detail Sheet
F. Prepare Technical Specifications and Contract Documents.
G. Develop quantities and opinion of probable construction costs.
H. Provide the City and County with a copy of final engineering plans to update the
utility locations on the roadway plans prior to sending the plans for bidding.
I. Provide the City with Mylar reproducibles and two signed and sealed record sets of
drawings.
J. Coordinate with FDEP and assist the city in obtaining FDEP Wastewater Collection
SysterrffPotable Water Distribution System permits.
K. Assist the City in preparation of a Seminole County Right-of-Way Utilization Permit.
L. Coordination and reviews with the City, Seminole County, FDOT and Road
Consultants.
2.4 C.1L 46A From Upsala Road to Country Club Road and Airport Boulevard to Hardy
Avenue (Approximately 6,400 L.F.) (Task 4)
Seminole County is planning to widen CR 46A to four lanes in this area which will require
relocation of City utilities including the 24" water main and the 12" and 6" force mains. The
area is shown as Task 4 on Exhibit A. Specific services proposed include the following.
A. Meeting and coordinating with the City, Seminole County, and FDOT to obtain
available data and information on existing plan availability and existing utility and
other information in the project area.
B. Review proposed roadway plans and check and review the potential conflict
locations, evaluate the feasibility of utility relocation including evaluation of
abandonment of existing force mains and water mains and relocating of the existing
force main and water main north to Countp/Club Road. Discuss possible
alternatives for the project area with City and make recommendations.
C. Review and discuss the proposed utility relocations with the City, County and
Expressway Authority within the project limits. Provide the County and Expressway
Authority with preliminary marked-up roadway plans showing the location of the
proposed utilities for the their use for updating their plans.
D. Obtain soils investigation data from the County's and Expressway geetechnical
consultant which will be provided for use in design. The City will provide additional
data, if required.
E. Utilize AutoCAD or Mylar roadway base drawings in a I "=20' scale as a base for
preparation of construction plans for utility relocation work. The City shall be
responsible for obtaining base roadway drawings or AutoCAD files for Engineers use
in preparation of final plans. Engineer will provide survey data as described in
paragraph B above. Prepare the following plans:
CR 46A - Upsala Road to Country Club Road and Airport Boulevard to East
of the Railroad on CR 46A.
1 Cover Sheet
2-3 General Note Sheet / Quantity Sheet / Specifications
4-18 Single Plan and Profile Utility Improvement Plan at a 1 "=20' scale
19 Miscellaneous Detail Sheet
F. Prepare Technical Specifications and Contract Documents.
G. Develop quantities and opinion of probable construction costs.
H. Provide the City and County and Expressway Authority with a copy of final
engineering plans to update the utility locations on the roadway plans prior to
sending the plans for bidding.
I. Provide the City with Mylar reproducibles and two signed and sealed record sets of
drawings.
J. Coordinate with FDEP and assist the City in obtaining FDEP Wastewater Collection
System/Potable Water Distribution System permits.
K. Assist the City in preparation of a Seminole County Right-of-way Utilization Permit.
L. Coordination and reviews with the City, Seminole County, FDOT and Road
Consultants.
2.5 Airport Boulevard from Southgate Boulevard Across Highway 17-92 to C.R. 46A (Task
5)
A. This road project is not scheduled for construction until the year 2000 and we will
provide a separate proposal for this project at a later date.
2.6 Miscellaneous
Please note the utility relocation drawings will be prepared using the roadway drawings
prepared by others and we will have no immediate knowledge of the accuracy of the existing
information provided to us. We will recommend dig ups by the City of a few target locations
to field verify the existing utility locations. If'the existing utility locations are found to be
different from what is shown on the County's or FDOT's plans, we may require additional
survey for proper development of the engineering plans which can be provided as an
additional service.
The subsurface investigation report for each project will be provided to us by the applicable
agency or consultant. If additional soil borings are needed for proper development of our
final engineering plans, additional soils work may be needed. This service would need to
be obtained as an additional service to our contract or contracted separately with the
information provided to us.
SECTION 3
Additional Services of the Engineer
3.1 If authorized by the City, the Engineer shall fumish or obtain from others the following
additional services, or the City may provide these services separately or directly with the
provider. Such additional services will be paid for by the City as outlined in Section 5.
3.1.1 Additional services due to significant changes in the scope of the project or its design
including, but not limited to, changes in size, complexity, character of construction or due
to time delays in initiating or completion of the work as described heroin.
3.1.2 Provide through subconsultants, soils, environmental scientist (jurisdictional and
permitting) services, construction quality control testing, or other specialist services
including real estate/fight-of-way agents, project/construction management,
financial/budgetary consultant, and bookkeeping/accounting services. If these services
are subsequently determined advisable during the course of the work, they may be
considered for authorization as an additional service under this Section or separately
provided by the City.
3.1.3 Except as otherwise provided herein, services or additional costs associated with revising
previously accepted studies, reports, or other documents prepared by the Engineer when
such revisions are due to causes beyond the Engineer's control.
3.1.4 Additional services resulting from public protests. administrative hearings, or similar
matters.
3.1.5 Preparing to serve and/or serving as an Expert Witness for the City in any litigation,
public hearing, condemnation proceeding, right-of-way or easement acquisition or
negotiation, or other legal / administrative proceeding.
3.1.6 Furnishing additional sets of prints of drawings and other Documents beyond those
designated in Section 2.
3. 1.7 Additional engineering services required by revisions to regulations (after the date of this
Amendment) as applicable to the Florida Department of Environmental Protection, the St.
J'ohns River Water Management District, Corps of Engineers, Seminole County, FDOT,
or other regulatory agency requirements or revisions necessary due to changes in the
Koad Improvement Plans.
3.1.8 Additional services in connection with the project including services normally fumished
by the City as described in Section 4 herein and services not otherwise provided for in
this Agreement.
~:~omz~.~o,w~oms~.~u~.. 11
SECTION 4
City Responsibilities
4.1 The City will:
4.1.2 Advise the Engineer of his requirements for the project and designate a person to act as
the City's representative with respect to the work to be performed under this Amendment,
and such person shall have complete authority to transmit instructions, receive
information, interpret and define the City's policies and decisions pertinent to the work
covered by this Amendment.
4.1.3 Obtain and provide data requested that is reasonably available on the project along with
operational and maintenance requirements and easement and right-of-way requirements.
4.1.4 Guarantee access to and make all provisions for the Engineer to enter upon public and
private lands as required for the Engineer to perform his work under this Amendment.
4.1.5 Make facilities accessible for inspection.
4.1.6 Examine all studies, reports, sketches, schedules, and other documents presented by the
Engineer and render decisions pertaining thereto within a reasonable time so as not to
delay the work of the Engineer.
4.1.7 Assist in obtaining approval of all governmental authorities having jurisdiction over the
project, and such approvals and consents from such other individuals or bodies as may be
necessary for completion of the Project.
4.1.8 Furnish or direct the Engineer in writing to provide at the City's expense, any
subconsultant services not designated in Section 2, if advised by the Engineer and City
concurs that they are necessary.
4.1.9 Furnish, or direct the Engineer in writing to provide at the City's expense, necessary
additional services as stipulated in Section 3 of this Amendment, or other services as
required.
4.1.10 Provide such legal, accounting, financial and insurance counseling services as may be
required for the project, and such auditing services as the City may require.
4.1.11 Give prompt written notice to the Engineer whenever the City observes or otherwise
becomes aware of any defect in the Project.
4. I. 12 Obtain AutoCAD or mylar base drawings of the Road Improvement Plans to serve as a
base for preparation of the Utility Relocation Plans.
l:vo~,~x~Ro~Tm. 12
SECTION 5
Payment
5.1 Payment for services and expenses of the Engineer to be as set forth below:
5.1.1 Principals and Employees of the Engineer.
5.1.2 Compensation paid Engineer for services described herein and rendered by principals and
employees assigned to the Project will be computed by multiplying Direct Personnel
Expense (defined in paragraph 5.2.3 herein) times a factor of 1.95 plus all reimbursable
expenses. The fee for the engineering services for the Service described in Section 2,
plus out of pocket expenses as described in 5.2.1 below at actual cost thereof shall not
exceed $259,138.22. A "Task" breakdown follow. Exhibit B, which is attached to this
Agreement, provides a proposed Man-hour and Expenses cost breakdown and fee
calculation.
Task # Description Engineering
Cost
1 State Road 417 from Old Lake Mary Road to Upsala Road $ 110,863.83
2 State Road 417 from US Highway 17-92 to Old Lake Mary $ 45,829.49
Road
3 Airport Boulevard from CR 46A to SR 46 $ 46,441.60
4 CR 46A from Upsala Road to Country Club Road and $ 56,003.30
Airport Boulevard to Hardy Avenue
..................................................... TOTAL $ 259,138.22
5.2 Reimbursed Expenses
5.2.1 Expenses for items not specifically valued herein are to be reimbursed to the Engineer at
the actual cost thereof. Said expenses shall include transportation and subsistence of
principals and employees, when traveling in connection with the project, toll telephone
calls, telegrams, prints, photocopies, and similar project-related items. Monies collected
from plan holders in the form of "non-refundable bid deposits" for Contract Document
purchase, will be deposited in Engineer's account and at the conclusion of the bidding
process, a check for total bid deposits received will be issued to the City.
wf
5.2.2 The City will make prompt monthly payments in response to Engineer's monthly
statements without retention for all categories of services rendered under this Agreement
and for reimbursable expenses incurred.
5.2.3 Direct Personnel Expense used as a basis for payment shall mean the salaries and wages
paid to principals and employees of all classifications engaged directly on the Project,
plus the cost of fringe benefits including but not limited to, social security contributions,
worker's compensation, health and retirement benefits, bonuses, sick leave, vacation and
holiday pay applicable thereto. For purposes of this Amendment, Direct Personnel
Expense shall be considered an amount equal to 1.48 times applicable salaries and wages.
5.2.4 Charges for the services rendered by principals and employees as witnesses in any
litigation, hearing or proceeding will be computed at a rate of $600.00 per day or any
portion thereof(but compensation for time spent in preparing to appear in any such
litigation, hearing or proceeding will be computed in accordance with the payment
method as set forth in Paragraphs 5.1.2 and 5.2.1 herein).
5.2.5 If this Agreement is terminated during prosecution of the services prior to completion of
the services of Section 2, payments to be made in accordance with Paragraph 5.1.2 and
5.2.1 on account of that and all prior work under this Amendment shall be due and
payable, and shall constitute total payment for services rendered. In addition, upon
termination, the Engineer shall be paid for any additional services authorized and
rendered under Section 3.
5.2.6 Services provided by outside subconsultants will be billed at the direct cost without
increase.
SECTION 6
General Conditions
6.1 Since the Engineer has no control over the cost of labor, materials, or equipment or over
any construction Contractor's method of determining prices, any opinion of probable
construction cost which may be provided in the services of this Amendment are made on
the basis of his experience and qualifications and represent his best judgment as a design
professional familiar with the construction industry, but the Engineer cannot and does not
guarantee that bids or the construction cost will not vary from opinions of probable cost
prepared by him. Similar limitations apply to construction schedules reviewed or
prepared by the Engineer.
6.2 The City and the Engineer each binds himself and his partners, successors, executors,
administrators and assigns to the other party of this Agreement and to partners,
successors, executors, administrators, and assigns of such other party in respect to all
covenants of this Amendment. Nothing herein shall be construed as creating any
personal liability on the part of any officer or agency of any public body which may be a
party hereto, nor shall it be construed as giving any rights or benefits hereunder to anyone
other than the City and the Engineer.
6.3 The Engineer agrees to initiate work promptly upon receipt of authorization to proceed
and to prosecute the work in an expeditious and timely manner until the Project is
completed.
IN WITNESS WHEREOF, the parties hereto have made and executed this Amendment
the day and year first above written.
CITY:
_ i O a or ,
(ATTEST &SEAL) C~ d Florida
ENGINEER:
~,EST~EALf~qt~ Conklin, Porter & Holmes - Engineers, Inc.
Paul E. Porter, P.E.
President
Date:
EXHIBIT A
Task Items
EXHIBIT B
Plan of Study
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1. Meeting ~d ~ordin~ing wi~ CiW, ~, 4 20 40 8 $50.00
Expressway Au~ofi~ & ~OT to obtain la~ m~way
contraction pl~s, e~ing ufili~, ~d o~er info~afion.
P~cipa~ in field inve~gafions wi~ ~e ~sim~ of
CiW. %e Ci~ will ~nduet ~y ~quired dig ups.
2. Review proposed ro~way plus, check & ~view 4 40 40 8
po~nfiM ~afli~ lo~fions, ev~ue fe~ibiliW ofutili~
relo~on including ~Io~tion of e~ing water mains.
Condua K Pipe ~yses of e~ng for~ m~ & wmr
m~n sy~ems. Discuss al~m~ives wi~ Ci~.
3. Review & discuss proposed utili~ relo~fions wi~ ~e 4 24 40 40 8 $50.00
Ci~. Provide Sem~ole Co~, Expressway Au~o~
~d FDOT wi~ p~l~ m~ed-up pl~s w/
propos~ u~liW lotions.
4. Ob~ Soils ~ve~g~on dm ~om geotec~c~ 4 $10,140.00
consulroB ~d employ su~eyor for su~ey
5. Utilize Auto CAD or Myl~ ro~way b~e drawings at
1"=20' s~le ~ b~e for p~p~on of ~n~ons
pl~s for ufili~ reloc~on. Prep~e ~e follo~g plus:
Count~ Club Road - CR 46A to Hardy Avenue to CR
46A
a. Cover Sheet I 2 4 ' 8 2 $25.00
b. ~ne~ No~ Sheet / Qu~fiW Sheet / 2 8 16 32 8 $50.00
Specific~ons (2 sheeB)
c. S~gle PI~ & Profile Utili~ ~provement PI~ ~ 6 84 140 280 8 $175.00
1"=20' (14 shee~)
d. ~s~ll~eo~ De~l Sheet 2 8 16 24 2 $25.00
CR 46A - Count~ Club Road to ~rpo~ Boulevard
a. Cover Sheet 1 2 4 8 2 $25.00
b. ~ne~ No~ Sheet / Qu~fiW Sheet / 2 8 16 32 8 $50.00
Sp~ifi~ons (2 shoes)
c. S~gle PI~ & Profile UfiliW ~provement PI~ ~ 14 48 80 180 6 $200.00
1 "=20' (9 sheeB)
d. ~scell~eous De~l Sheet 2 8 16 24 2 $25.00
6. P~p~e Tec~i~ Specific~ions & Contma DocmenB 3 32 12
::1; State ROad 417 from Old Lake Mary Road to Upsala ROad: (Task l):
ITEM;::!~ !!:::::.;:::: ::;:;::::~?;::!::::;:::iii;;:!;;~:;:~D~C~TIONi;:!i;::::: :::::::;:::::;::::!~ ::;::: ::;::: P !;?i::E ::!;:;:::;;T in ::~S :i~i ESTIMATED
· ]: .".:'::. :". ':.':' :'..' ]"; '.."' .'. ":.'. '. :" :" .'.' :'....' ·....'. !..;.; ...:'::'..' :. '.' '' .'. nn, n. sns
7. Develop quantities & Opinion of Probable Construction 2 24 40 12
Cost
8. Provide City, Seminole County, and Expressway 4 4 8 8
Authority with final engineering plans prior to bidding.
9. Provide the City with Mylar reproducibles & two signed 4 8 4 $100.00
and sealed record sets of drawings. Provide one set of
original specifications & two signed and sealed bound
specifications.
10. Coordinate w/FDEP and the City in obtaining FDEP 12 24 12 12 $50.00
Wastewater Collection System / Potable Water
Distribution System Permit
11. Assist the City in preparation of FDOT Right of Way 12 24 12 12 $50.00
Utilization Permit
12. Assist the City in preparation of Seminole County Right 12 24 12 12 $50.00
of Way Utilization Permit
13. Coordination & Revisions w/the City, FDOT, Seminole 8 24 50 50 8 $50.00
County, Road Consultants & Expressway Authority
TOTAL 55 380 578 730 142 $11,115.00
2. St~,te Road 417 frmn {,IS llighway 17-92 to Old Lake Mar.,,. Road (Task 2)
i'FE~I DESCRIPTION P E T D S ESTI:%IATED
EXPENSES
1. Meeting and Coordinating with City, County, 2 16 40 4 $25.00
Expressway Authority & FDOT to obtain latest
roadway construction plans, existing utility, and other
information. Participate with the City in field
investigations with emphasis on the HWY t7~92 area
including the Sanford and Zayres Plaza area. This
will include possible dig ups by the City
2. Review proposed roadway plans, check & review 1 24 16 4
potential conflict locations, evaluate feasibility of
utility relocation including relocation of existing
water mains. Abandon li~ stations & force mains.
Conduct K Pipe analyses of existing force main &
water main systems. Discuss altematives with City.
3. Review & discuss proposed utility relocations with 2 4 40 16 2 $25.00
the City. Provide Seminole County, Expressway
Authority and FDOT with preliminary marked-up
plans w/proposed utility locations.
4. Obtain Soils investigation dam from geetechnical 4
consultants
5. Utilize AutoCAD or Mylar roadway base drawings at
1"=20' scale as base for preparation ofcenstructions
plans for utility relocation. Prepare the following
plans:
a. Cover Sheet 4 8 2 $25.00
b. General Note Sheet / Quantity Sheet / I 4 8 12 8 $50.00
Specifications (2 sheets)
c. Single Plan & Profile Utility Improvement Plan 4 48 30 160 6 $200.00
@ 1"=20' (8 sheets)
d. Miscellaneous Detail Sheet 4 8 12 2 $25.00
6. Prepare Technical Specifications &Contract 3 24 12
Documents
7. Development quantities & Opinion of probable 2 4 16 4
Construction Cost
3. Provide City, Seminole County, Expressway 2 4 2 2 $75.00
Authority with a final engineering plans prior to
bidding.
2. State noa~, . i7 frOm;US Highway 17-92 tO OId Lak~ ..,'ary Road (TaSk 2)!;
I'
. 9 Prox idc the City x~ ith M.~ lar ;cproducib~cs & :~o 2 2 2 $150.G0
signed and sealed record sets of drawings. Provide
one set of original specifications & two signed and
sealed bound specifications.
10. Coordinate w/FDEP and the City in obtaining FDEP 24 24 6 6 $50.00
Wastewater Collection System / Potable Water
Distribution System Permit
1 I. Assist the City in preparation of FDOT Right of Way 8 16 8 4 $50.00
Utilization Permit
12. Assist the City in preparation of Seminole County 8 16 8 4 $50.00
Right of Way Utilization Permit
13. Coordination & Revisions w/the City, FDOT, 2 16 24 24 6 $75.00
Seminole County, Road Consmction & Expressway
Authority
TOTAL 19 194 292 258 68 $800.00
1. Meeting and Coordinating with City and County, to 4 8 4 $25.00
obtain data and information on existing plan
availability & existing utility.
2. Review proposed roadway plans, check & review 2 16 16 4
potential conflict locations, evaluate feasibility of
utility relocation including evaluation of water mains,
reclaimed water lines, gravity sewer & forcemains.
Discuss alternatives with City.
3. Assist the City in plarming for utilities to serve 2 4 4 1
development along the re-routed Airport Boulevard.
4. Review & discuss proposed utility relocations with 2 4 8 16 12 $100.00
the City and County. Provide County with
preliminary marked-up roadway plans w/proposed
utility locations.
5. Obtain Soils investigation data from geotechnicai 4
consultants
6. Utilize AutoCad or mylar roadway base drawings at
1"=20' scale as base for preparation of constructions
plans for utility relocation. Prepare the following
plans:
a. Cover Sheet 1 4 8 2 $25.00
b. General Note Sheet / Quantity Sheet / 2 4 8 12 8 $50.00
Specifications (2 sheets)
c. Single Plan & Profile Utility Improvement Plan 8 68 136 204 20 $675.00
~ 1"=20' (17 sheets)
d. Miscellaneous Detail Sheet (2 sheets) 4 4 8 12 4 $50.00
7. Prepare Technical Specifications &Contract 3 24 12
Documents
g. Development Quantities & Opinion of probable 2 4 16 4
Construction Cost
9. Provide City and County with a final engineering 2 4 6 6 $100.00
plans prior to bidding.
10. Provide the City with mylar reproducibles &two 4 4 4 $400.00
signed and sealed record sets of drawings.
11. Coordinate w/FDEP and the City in obtaining FDEP 12 24 6 6 $100.00
Wastewater Collection System / Potable Water
Distribution System Permit
-' .'." 3. 'AirportBoulevardrromCR'46At0'Sa4'6(T~Sk3).. ":""'; ":
iTEM' DESCRIPTION 'P'E:' . .:'.T · D S ESTIMATED
" .' ....' ' '" :": :'. ~.xeF~S~.
· : .. .:. · ..... :
12. Assist the City in preparation of Seminole County 8 16 8 4 $75.00
Right of Way Utilization Permit
13. Coordination & Revisions w/the City, FDOT, 2 8 12 12 6 $100.00
Seminole County, Road Consmction & road
Consultants.
TOTAL 30 172 260 288 97 $1,700.00
i!
i :TEM DESCRIPTION P E T D S ESTIMATED
1. M~gting ~d ~ordin~ing wi~ Ci~, ~, ~d 4 16 4 $25.00
FDOT to obmln dam ~d i~om~on on e~ing
pl~ av~labili~ & ~ing utilities.
2. Review proposed m~way plus, check & ~vi¢w 3 16 24 4
po~n~ ~nfli~ Io~ons, evalu~ for~ ma~s,
w~r m~ns~ Discuss ~matives wi~ Ci~.
3. Rgvi¢w & discuss proposed u~li~ r¢lo~fions wi~ 2 4 40 16 2 $50.00
~¢ Ci~ ~d Co~. Pmvid~ Co~ wi~
prel~ m~k~d-up ro~way plus w/proposed
ufili~ lo~ons.
4. Ob~n Soils ~ve~g~on ~ ~m ~¢ ~'s 4
g¢o~c~ consulm~
5. Utilize Aum~ or myl~ roMway b~¢ drawings
1"=20' s~¢ ~ b~¢ for pmp~on of~ns~ons
plus for u~li~ reloc~on. Prep~¢ ~¢ follo~ng
plus:
CR46A - Upsala Road to Count~ Club &
Boulevard to east of Railroad
a. Cover Sheet 1 2 4 8 2 $25.00
b. ~ne~ No~ Shg~t / Qu~ Shegt / I 4 8 12 8 $50.00
Sp¢ci~c~ons (2 sh~)
¢. S~gl¢ PI~ & Profile Ufili~ ~provem¢nt Pl~ 4 90 150 300 12 $375.00
~ 1"=20' (15
d. ~sc¢II~us De~l Sheet (2 shagS) 4 4 8 12 4 $50.00
6. Pmp~e T~ Sp¢cifi¢~ons & Con~ 1 24 12
DocmenB
7, Development Qu~fies & Opinion of Pmb~le 4 16 4
Conmcfion ~
g. Provide Ci~ ~d Co~ wi~ ~ eng~ee~n~ pl~s 4 4 4 $50.00
p~or W bidd~g.
9. Provide ~e Ci~ wi~ myl~ reproducibles & ~o 2 4 4 $250.00
si~d ~d se~ed r~ s~ of
10. Coo~a~ w/FDEP ~d ~e Ci~ ~ ob~g FDEP 8 16 6 6 $75.00
W~w~r ~ll~on Sy~m / Pomble W~r
Di~bu~on Sy~m P~it
4. CR 46A fr~:Upssla Road to C0Unt~:ZCi~:R~d and':
:: :: ::::!~: :!::: :::!!Airpo'rt B~Ui~rd to Hardy~Av~nfie(T~Sk 4):~ ~::: :: ~:~Fi::~:~::::
IT~.' · ." ' DES~IPTION'..:: '. '. '." ;'.:'Z P :'.:~.:E" ;' .T :' D S ES~TED
· . '...... '... :.' ." "."..':: · ':.....:..'.~::" .'~ .". · '..:...'.."' :~'.Z..':...:.".Z .Z· 'E~su
~ ~. Assist ~ Ci~ in pr~p~tion of Seminol~ Co~ 8 16 8 4 $50.00
~ght of Way U~li~ion Pemit
12. ~o~ina~on & ~visions w/~e Ci~, FDOT, 16 24 24 6 $150.00
S~minole Co~W, Ro~ Condition ~ m~
Consulm~.
TOT~ 16 194 322 394 76 $1,150.~