CONSTRUCTION AGREEMENT - 2024-C-799-00018Construction Agreement No.:
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
CONSTRUCTION AGREEMENT
2024-C-799-00018
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THIS CONSTRUCTION AGREEMENT ("Agreement") is made and entered into by and between the State of Florida,
Department of Transportation (Address) 5211 Ulmerton Road, MS 7-1210
(hereinafter referred to as the "DEPARTMENT") and (Name) City of Clearwater
(Address) 100 S. Myrtle Avenue, Clearwater, FL 33579 (hereinafter referred to as the "Construction Coordinator").
WITNESSETH:
WHEREAS, the DEPARTMENT is authorized and required by Section 334.044, Florida Statutes, to coordinate the planning,
development, and operation of the State Highway System; and
WHEREAS, pursuant to Section 20.23(6), Florida Statutes, the DEPARTMENT is authorized to contract with local governmental
entities and with the private sector under specific circumstances; and
WHEREAS, Section 339.282, Florida Statutes, provides incentives to private sector entities that finance, construct, and improve
public transportation facilities; and
WHEREAS, pursuant to Section 334.175(2), Florida Statutes, the DEPARTMENT is required to review the Project's design
plans for compliance with Department design standards; and
WHEREAS, the Construction Coordinator proposes to construct certain improvements to
SR SR 595 Section 025 Subsection 000 from Begin MP 0.000 to End MP 0.068
Local Name S. Myrtle Avenuelocated in Pinellas County (hereinafter
referred to as the "Project"); and
WHEREAS, the parties desire to enter into this Agreement for the Construction Coordinator to make improvements within the
DEPARTMENT'S right of way to construct the Project, which will become the property of the DEPARTMENT upon acceptance of the
work.
NOW, THEREFORE, based on the premises above, and in consideration of the mutual covenants contained herein, the
parties hereby agree that the construction of the Project shall proceed in accordance with the following terms and conditions:
1. The recitals set forth above are specifically incorporated herein by reference and made a part of this Agreement. The Construction
Coordinator is authorized, subject to the conditions set forth herein, to enter the DEPARTMENT'S right of way to perform all activities
necessary for the construction of See attached Exhibit A Scope of Services/Special Provisions/Plans.
2. The Project shall be designed and constructed in accordance with the latest edition of the Florida Department of Transportation
(FDOT) Standard Specifications for Road and Bridge Construction ("FDOT Standard Specifications"), FDOT Standard Plans and
FHWA Manual on Uniform Traffic Control Devices ("MUTCD"). The following guidelines shall apply as deemed appropriate by the
DEPARTMENT: the FDOT Structures Design Manual, AASHTO Guide Specifications for the Design of Pedestrian Bridges, AASHTO
LRFD Bridge Design Specifications, the FDOT Design Manual, Manual of Uniform Minimum Standards for Design, Construction and
Maintenance for Streets and Highways (commonly known as the "Florida Greenbook") and the FDOT Traffic Engineering Manual.
The Construction Coordinator will be required to submit any construction plans required by the DEPARTMENT for review and written
approval prior to any work being commenced. Should any changes to the plans be required during construction of the Project, the
Construction Coordinator shall be required to notify the DEPARTMENT of the changes and receive written approval from the
DEPARTMENT prior to the changes being constructed. The Construction Coordinator shall maintain the area of the Project at all
times and coordinate any work needs of the DEPARTMENT during construction of the Project.
3. In its sole discretion, the DEPARTMENT may reject designs which do not meet DEPARTMENT standards. The DEPARTMENT may
also, in its sole discretion, allocate DEPARTMENT -managed resources, including structures engineers and/or project managers, to
projects involving complex design structures and other design structures not commonly used by the DEPARTMENT. In addition, all
complex bridges and bridge types not commonly used by the DEPARTMENT constructed via this Agreement will be monitored and
inspected by DEPARTMENT personnel.
4. The Construction Coordinator shall provide the DEPARTMENT a minimum of 2 business days' notice before beginning construction
within DEPARTMENT right of way. The Construction Coordinator shall notify the DEPARTMENT should construction be suspended
for more than 5 working days.
5. Pursuant to Section 7-13 of the FDOT Standard Specifications, the Construction Coordinator is required to possess a general liability
insurance naming the DEPARTMENT as an additional insured and insuring the DEPARTMENT and the Construction Coordinator
against any and all claims for injury or damage to persons and property, and for the Toss of life or property that may occur (directly
or indirectly) by reason of the Construction Coordinator accessing DEPARTMENT right of way and the Construction Coordinator's
performance of the Project. Such amount shall be carried in a minimum amount of not less than Loq1G°°e^°^e^"=1e^S and 00/100 Dollars
($'`"°—m"'e^'Ex`m) for bodily injury or death to any one person or any number of persons in any one occurrence, and not Tess than
L^IGoVB^^^^ntEempt and 00/100 Dollars ($ 1000000 ) for property damage, or a combined coverage of not less than LoceIGovemment Exempt and
00/100 Dollars ($ 1000000 ) Additionally, the Construction Coordinator shall supply the DEPARTMENT with a payment
and performance bond in the amount of the estimated cost of construction, provided by a surety authorized to do
business in the State of Florida, payable to the DEPARTMENT. The bond and insurance shall remain in effect until
completion of construction and acceptance by the DEPARTMENT. Prior to commencement of the Project and on such
other occasions as the DEPARTMENT may reasonably require, the Construction Coordinator shall provide the DEPARTMENT
with certificates documenting that the required insurance coverage is in place and effective. If the Construction Coordinator
is a governmental entity, they will be exempt from these requirements.
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6. The Construction Coordinator shall be responsible for monitoring construction operations and Temporary Traffic Control (TTC)
throughout the course of the Project in accordance with the latest edition of the FDOT Standard Specifications, Section 102,
Maintenance of Traffic, and FDOT Standard Plans, 102-600 series. The Construction Coordinator is responsible for the development
of a TTC Plan and making any changes to that plan as necessary. Any TTC plan developed by the Construction Coordinator that
deviates from the FDOT Standard Plans must be signed and sealed by a professional engineer. TTC plans will require written
approval by the DEPARTMENT prior to implementation.
7. The Construction Coordinator shall be responsible for locating all existing utilities, both aerial and underground, and for ensuring that
all utility locations are accurately documented on the construction plans. All utility conflicts shall be fully resolved directly with the
applicable utility.
8. The Construction Coordinator will be responsible for obtaining all permits that may be required by other agencies or local
govemmental entities.
9. The Construction Coordinator shall take emergency steps to close any public road whenever there is a risk to life, health and safety
of the travelling public. The safety of the travelling public is the DEPARTMENT'S first priority. If lane or road closures are required to
ensure the life, health, and safety of the travelling public, the Construction Coordinator must notify the District Maintenance Engineer
and District Traffic Operations Engineer immediately once the travelling public are not at imminent risk. The DEPARTMENT expects
professional engineering judgement be applied in all aspects of locally or privately delivered projects. Defect management and
supervision of Project bridge structures components must be proactively managed, monitored, and inspected by DEPARTMENT
prequalified structures engineer(s). The District Maintenance Engineer must be notified immediately of defect monitoring that occurs
in the Project construction, whether or not the defects are considered an imminent risk to life, health, or safety of the travelling public.
When defects, including but not limited to, structural cracks, are initially detected during bridge construction, the engineer of record,
construction engineering inspector, design -build firm, or local agency that owns or is responsible for the bridge construction has the
authority to immediately close the bridge to construction personnel and close the road underneath. The Construction Coordinator
shall also ensure compliance with the DEPARTMENT Construction Project Administration Manual, Section 9.1.8 regarding actions
for maintenance of traffic and safety concerns.
10. It is hereby agreed by the parties that this Agreement creates a permissive use only and all improvements resulting from this
agreement shall become the property of the DEPARTMENT. Neither the granting of the permission to use the DEPARTMENT right
of way nor the placing of facilities upon the DEPARTMENT property shall operate to create or vest any property right to or in the
Construction Coordinator, except as may otherwise be provided in separate agreements. The Construction Coordinator shall not
acquire any right, title, interest, or estate in DEPARTMENT right of way, of any nature or kind whatsoever, by virtue of the execution,
operation, effect, or performance of this Agreement including, but not limited to, the Construction Coordinator's use, occupancy, or
possession of DEPARTMENT right of way. The parties agree that this Agreement does not, and shall not be construed to, grant
credit for any future transportation concurrency requirements pursuant to Chapter 163, Florida Statutes.
11. The Construction Coordinator shall perform all required testing associated with the design and construction of the Project. Testing
results shall be made available to the DEPARTMENT upon request. The DEPARTMENT shall have the right to perform its own
independent testing during the course of the Project.
12. The Construction Coordinator shall exercise the rights granted herein and shall otherwise perform this Agreement in a good and
workmanlike manner, with reasonable care, in accordance with the terms and provisions of this Agreement and all applicable federal,
state, local, administrative, regulatory, safety and environmental laws, codes, rules, regulations, policies, procedures, guidelines,
standards, and permits, as the same may be constituted and amended from time to time, including, but not limited to, those of the
DEPARTMENT, applicable Water Management District, Florida Department of Environmental Protection, Environmental Protection
Agency, the Army Corps of Engineers, the United States Coast Guard, and local governmental entities.
13. The Construction Coordinator is responsible for the provision of Construction Engineering Inspection (CEI) services. The
DEPARTMENT reserves the right to require the Construction Coordinator to hire a DEPARTMENT pre -qualified consultant firm that
includes one individual that has completed the Advanced Maintenance of Traffic Level Training. Notwithstanding any provision of
law to the contrary, design services and CEI services may not be performed by the same entity. Administration of the CEI staff shall
be under the responsible charge of a State of Florida Licensed Professional Engineer who shall provide the certification that all
design and construction for the Project meets the minimum construction standards established by DEPARTMENT. The
DEPARTMENT shall have the right to approve the CEI firm. The DEPARTMENT shall have the right, but not the obligation, to perform
independent assurance testing during the course of construction of the Project. Subject to the written approval of the DEPARTMENT,
a local government agency may choose to satisfy the requirements set forth in this paragraph by either hiring a DEPARTMENT
prequalified consultant firm or utilizing local government staff that meet the requirements of this paragraph, or a combination thereof.
14. If the DEPARTMENT determines a condition exists which threatens the public's safety, the DEPARTMENT may, at its discretion,
cause construction operations to cease and immediately have any potential hazards removed from its right of way at the sole cost,
expense, and effort of the Construction Coordinator. The Construction Coordinator shall bear all construction delay costs incurred
by the DEPARTMENT.
15. All work and construction shall be completed within 500 days of the date of the last signature affixed to this agreement. If
construction is not completed within this time, the DEPARTMENT may make a claim on the bond. The DEPARTMENT may terminate
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this Agreement at any time, with or without cause and without DEPARTMENT liability to the Construction Coordinator, by providing
sixty (60) days' prior written notice of termination to the Construction Coordinator.
16. The Construction Coordinator shall be responsible for maintaining and restoring all features that might require relocation within the
DEPARTMENT right of way.
17. The Construction Coordinator will be responsible for clean up or restoration required to correct any environmental or health hazards
that may result from construction operations.
18. Upon completion of construction, the Construction Coordinator will be required to submit to the DEPARTMENT final as -built plans
and an engineering certification that construction was completed in accordance with the Plans. Prior to the termination of this
Agreement, the Construction Coordinator shall remove its presence, including, but not limited to, all of the Construction Coordinator's
property, machinery, and equipment from DEPARTMENT right of way and shall restore those portions of DEPARTMENT right of
way disturbed or otherwise altered by the Project to substantially the same condition that existed immediately prior to the
commencement of the Project.
19. If the DEPARTMENT determines that the Project is not completed in accordance with the Provisions of this Agreement, the
DEPARTMENT shall deliver written notification of such to the Construction Coordinator. The Construction Coordinator shall have
thirty (30) days from the date of receipt of the DEPARTMENT'S written notice, or such other time as the Construction Coordinator
and the DEPARTMENT mutually agree to in writing, to complete the Project and provide the DEPARTMENT with written notice of
the same (the "Notice of Completion"). If the Construction Coordinator fails to timely deliver the Notice of Completion, or if it is
determined that the Project is not properly completed after receipt of the Notice of Completion, the DEPARTMENT, within its
discretion may: 1) provide the Construction Coordinator with written authorization granting such additional time as the DEPARTMENT
deems appropriate to correct the deficiency(ies); or 2) file a claim against the payment and performance bond with the Surety for
correction of the deficiency(ies) and completion of the contract; or 3) correct the deficiency(ies) at the Construction Coordinator's
sole cost and expense, without DEPARTMENT liability to the Construction Coordinator for any resulting loss or damage to
property, including, but not limited to, machinery and equipment. If the DEPARTMENT elects to correct the deficiency(ies), the
DEPARTMENT shall provide the Construction Coordinator with an invoice for the costs incurred by the DEPARTMENT and
the Construction Coordinator shall pay the invoice within thirty (30) days of the date of the invoice. If no payment is received
within thirty (30) days from date of invoice submittal, the DEPARTMENT will file a claim against the bond for all expenses
incurred, including services incidental to collecting losses.
20. Nothing in this Agreement shall be deemed or otherwise interpreted as waiving the DEPARTMENT'S sovereign immunity protections,
or as increasing the limits of liability as set forth in Section 768.28, Florida Statutes. The DEPARTMENT'S liability for breach of this
Agreement is limited in amount and shall not exceed the limitations of liability for tort actions as set forth in Section 768.28(5), Florida
Statutes.
21. All formal notices, proposed changes and determinations between the parties hereto and those required by this Agreement, including,
but not limited to, changes to the notification addresses set forth below, shall be in writing and shall be sufficient if mailed by regular
United States mail, postage prepaid, to the parties at the contact information listed below. Electronic means of communication shall
be sufficient if emailed to the parties at the contact information listed below.
22. The Construction Coordinator shall not cause any liens or encumbrances to attach to any portion of DEPARTMENT right of way.
23. This Agreement shall be governed by the laws of the State of Florida in terms of interpretation and performance. Venue for any and
all actions arising out of or in any way related to the interpretation, validity, performance or breach of this Agreement shall Ile
exclusively in a state court of appropriate jurisdiction in Leon County, Florida.
24. The Construction Coordinator may not assign, pledge or transfer anyof the rights, duties and obligations provided in this Agreement
without the prior written consent of the DEPARTMENT'S District Secretary or his/her designee. The DEPARTMENT has the sole
discretion and authority to grant or deny proposed assignments, with or without cause. Nothing herein shall prevent the Construction
Coordinator from delegating its duties hereunder, but such delegation shall not release the Construction Coordinator from its
obligation to perform this Agreement.
25. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns.
Nothing in this Agreement is intended to confer any rights, privileges, benefits, obligations, or remedies upon any other person or
entity except as expressly provided for herein.
26. This instrument, together with the attached exhibits and documents made part hereof by reference, contain the entire agreement of
the parties and no representations or promises have been made except those that are specifically set out in this Agreement. All prior
and contemporaneous conversations, negotiations, possible and alleged agreements and representations, covenants, and
warranties with respect to the subject matter of this Agreement, and any part hereof, are waived, merged herein and superseded
hereby.
27. By their signature below, the parties hereby acknowledge the receipt, adequacy and sufficiency of consideration provided in this
Agreement and forever waive the right to object to or otherwise challenge the same.
28. The failure of either party to insist on one or more occasions on the strict performance or compliance with any term or provision of
this Agreement shall not be deemed a waiver or relinquishment in the future of the enforcement thereof, and it shall continue in full
force and effect unless waived or relinquished in writing by the party seeking to enforce the same.
29. No term or provision of this Agreement shall be interpreted for or against any party because that party or that party's legal
representative drafted the provision.
30. If any section, paragraph, clause or provision of this Agreement is adjudged by a court, agency or authority of competent jurisdiction
to be invalid, illegal or otherwise unenforceable, all remaining parts of this Agreement shall remain in full force and effect and the
parties shall be bound thereby so long as principal purposes of this Agreement remain enforceable.
31. A modification or waiver of any of the provisions of this Agreement shall be effective only if made in writing and executed with the
same formality as this Agreement. Modifications to the Agreement shall be included in Appendix B.
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32. The Construction Coordinator agrees to promptly indemnify, defend, save and hold harmless the DEPARTMENT and all of its officers,
agents and employees from and pay all demands, claims, judgments, liabilities, damages, fines, fees, taxes, assessments, penalties,
costs, expenses, attorneys' fees and suits of any nature or kind whatsoever caused by, or arising out of or related to the performance
or breach of this Agreement by the Construction Coordinator, including, without limitation, performance of the Project within the
DEPARTMENT'S right of way. The term "liabilities" shall specifically include, without limitation, any act, action, neglect or omission
by the Construction Coordinator, its officers, agents, employees or representatives in any way pertaining to this Agreement, whether
direct or indirect, except that neither the Construction Coordinator nor any of its officers, agents, employees or representatives will
be liable under this provision for damages arising out of injury or damages directly caused or resulting from the sole negligence,
intentional or wrongful acts of the DEPARTMENT or any of its officers, agents or employees. The Construction Coordinator shall
notify the DEPARTMENT in writing immediately upon becoming aware of such liabilities. The Construction Coordinator's inability to
evaluate liability, or its evaluation of liability, shall not excuse performance of the provisions of this paragraph. The indemnities
assumed by the Construction Coordinator shall survive termination of this Agreement. The insurance coverage and limits required
in this Agreement may or may not be adequate to protect the DEPARTMENT and such insurance coverage shall not be deemed a
limitation on the Construction Coordinator's liability under the indemnities granted to the DEPARTMENT in this Agreement.
33. The Construction Coordinator shall utilize the U.S. Department of Homeland Security's E -Verify system to verify the employment
eligibility of all new employees hired by the Construction Coordinator during the term of the contract; and
34. The Construction Coordinator shall expressly require any subcontractors performing work or providing services pursuant to the state
contract to likewise utilize the U.S. Department of Homeland Security's E -Verify system to verify the employment eligibility of all new
employees hired by the subcontractor during the contract term.
35. The Construction Coordinator shall allow public access to all documents, papers, letters, or other material subject to the provisions
of Chapter 119, Florida Statutes, and made or received by the Construction Coordinator in conjunction with this Agreement.
Specifically, if the Construction Coordinator is acting on behalf of a public agency the Construction Coordinator shall:
A. Keep and maintain public records that ordinarily and necessarily would be required by the DEPARTMENT in order to perform
the services being performed by the Construction Coordinator.
B. Provide the public with access to public records on the same terms and conditions that the DEPARTMENT would provide the
records and at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes, or as otherwise provided by law.
C. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not
disclosed except as authorized by law.
D. Meet all requirements for retaining public records and transfer, at no cost, to the DEPARTMENT all public records in possession
of the Construction Coordinator upon termination of the contract and destroy any duplicate public records that are exempt or
confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the
DEPARTMENT in a format that is compatible with the information technology systems of the DEPARTMENT. Failure by the
Construction Coordinator to grant such public access shall be grounds for immediate unilateral cancellation of this Agreement
by the DEPARTMENT. The Construction Coordinator shall promptly provide the DEPARTMENT with a copy of any request to
inspect or copy public records in possession of the Construction Coordinator and shall promptly provide the DEPARTMENT a
copy of the Construction Coordinator's response to each such request.
IF THE CONSTRUCTION COORDINATOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119,
FLORIDA STATUTES, TO THE CONSTRUCTION COORDINATOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS
AGREEMENT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT:
Central Office
850-414-5355
COprcustodian@dot.state.fi.us
Office of the General Counsel
Florida Department of Transportation
605 Suwannee Street, MS 58
Tallahassee, FL 32399-0458
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CONSTRUCTION COORDINATOR CONTACT INFORMATION:
Name City of Clearwater. Tara Kivett Title City Engineer
Office No. (727) 444-8202 ext.Cell Email tara.kivett@myclearwater.com
Address
DEPARTMENT CONTACT INFORMATION:
Name Title
Office No. CeII Email
Address
IN WITNESS WHEREOF, Construction Coordinator and the DEPARTMENT have executed this Agreement for the purposes
herein expressed on the dates indicated below.
CONSTRUCTION COORDINATOR DEPARTMENT OF TRANSPORTATION
By: (Signature) By: (Signature)
(Print Name) (Print Name)
(Title) _ (Title)
(Date) (Date)
Legal Review:
Countersigned:
Mayor
Interim City Attorney
CITY OF CLEARWATER, FLORIDA
fe
City M;�, . ger
Rosemarie Call
City Clerk
FDOT�
REQUIRED NOTIFICATIONS
Tw (2) BusINEss AYS
BEF\% RE STARTING W0RK:
PERMIT TYPE
WHO TO CONTACT
WHAT TO DO
All Permits and
Agreements
FDOT One -Stop
Permitting (OSP)
• Enter MOT Technician Information.
• Click on either "48 Hour Request to Begin Work"
or"2 Business Day Notice".
FDOT Pinellas
Operations Permits
Asset Contractor
• Call Webber at 727-573-7672 for inspections.
Sunshine 811
• Call Sunshine 811 for locates (other than roadway
lighting).
FDOT Regional
Traffic Management
Center (RTMC)
• Call FDOT Regional Traffic Management Center
at 813-615-8657 of the Exact Time Any Lane
Closure Begins and a Second Notification When
Lane Closure is Removed.
Utility Permits
Highway Lighting
and ATMS Locates
• Highway Lighting and ATMS are not part of the
Sunshine 811 Locate System. Permittee is to
Contact the Maintaining Agency/Organization
for Highway Lighting and ATMS Locates.
As -Needed
FDOT Advanced
Dynamic Message
Sign (ADMS) Arterial
Locates
• Cali FDOT SunGuide at 813-615-8613
Permits in
Active FDOT
Construction
Project
FDOT Construction
Office
• Call Jeyson Arroyave at 727-744-9735 to
Coordinate MOT and Work.
S:\Permits\48Hr Notification Sheets\Current 48hr Sheets\48-Hour Webber Statement Document Updated 11-28-23.docx
FDOT CONSTRUCTION NOTES FOR DEVELOPMENT
1. When work is associated with roadway modifications and/or site development, Contractor is required to have a pre-
construction meeting with the FDOT inspector two (2) weeks prior to any work in FDOT right-of-way.
2. All temporary pedestrian pathways must be firm and unyielding. No pedestrian pathway is to be removed, blocked, or
disturbed without having a sufficient designated temporary pedestrian pathway with maintenance of traffic signs (FDOT
Standard Index 102-660) in-place prior to pathway being affected.
3. The Permittee/EOR shall coordinate with FDOT inspector in advance of any concrete placed within FDOT right-of-way
to ensure that the Inspector is onsite during any concrete placement operation.
4. Any curb and/or gutter that is reconstructed or installed within FDOT right-of-way shall meet minimum standards of
FDOT Standard Index 520-001 (Curb and Gutter).
5. Any sidewalk fronting the property that is cracked, damaged, or unstable and is creating an ADA trip hazard must be
replaced by section and meet the minimum standards of FDOT Standard Index 522-001 (Concrete Sidewalk) and 522-
002 (Detectable Warnings and Curb Ramps).
6. Any flared driveway that is reconstructed or installed within FDOT right-of-way shall meet minimum standards of FDOT
Standard Index 522-003 (Concrete Flared Driveways).
7. All non-structural concrete placed in the right-of-way shall be a minimum of 6 inches thick and meet the requirements of
Section 347 of the FDOT Standard Specifications.
a. Provide delivery tickets with all required details as outlined in FDOT Standard Specification 347-4.1.
b. Concrete shall be placed and cured in a manner that meets FDOT Standard Specification requirements to achieve
proper strength and durability characteristics.
8. Any curb or sidewalk damaged as a result of work performed by the Permittee or Contractor shall be removed and
replaced per FDOT specifications.
9. Any sidewalk disturbed will be replaced by section within 72 hours to FDOT specifications.
10. All materials being placed in the FDOT right-of-way must be on the State's Approved Products List (non-proprietary).
11. All construction and/or maintenance in FDOT right-of-way shall conform to the FHWA Manual on Uniform Traffic Control
Devices (MUTCD), FDOT Standard Plans for Road Construction, FDOT Standard Specifications for Road and Bridge
Construction, FDOT Florida Design Manual, and the FDOT Drainage Manual.
12. No lane closure of any State roadway is allowed without 48-hour advance notice and approval from FDOT.
13. Lane closures must be limited to Sunday through Thursday, 9:00 pm to 5:30 am, unless otherwise approved by FDOT.
14. Lane closures need to accommodate for a bike lane if the roadway consists of a bike lane.
15. No work shall be performed during the week of any State or federal holiday unless otherwise approved by FDOT.
16. No work requiring lane or sidewalk closure shall be performed during Spring Break on SR 699 (Gulf Boulevard). Spring
Break is identified as March 1 through the first Monday following Easter. During this time, lane and sidewalk closures on
all State roadways that lead to SR 699 (Gulf Boulevard) will be restricted to night work, Sunday through Thursday, 9:00
pm to 5:30 am.
17. Open cutting of any roadway, driveway, or sidewalk outside those limits identified within the permit are not allowed
without prior approval by FDOT.
18. Prior to the removal of any materials abutting the roadway shall be sawcut to prevent any damage to the roadway.
19. Contractor shall provide the FDOT Inspector the principal point of contact individual who has authority to administer
actions on behalf of the Permittee while activities impacting the right-of-way are taking place to include potential
emergency issues.
20. No stockpiling, storing, or semi-permanent use of the right-of-way is authorized unless specifically identified within the
permit or approved by FDOT in advance.
21. The permitted work schedule is defined as Monday through Friday, 7:00 am to 5:30 pm, unless otherwise noted within
the permit. Any work desired outside of this period must be requested in advance and approved by FDOT before
working the altemate schedule.
22. FDOT reserves the right to adjust any permitted method of installation, scope of work, and restoration that may be
required to positively support life, safety, and environmental well-being of all users of the transportation system.
23. Roadway restoration shall utilize 100 PSI excavatable flowable fill material and asphalt placed within State right-of-way
shall be placed full -depth, two (2) 2.5 -inch lifts of SP 12.5 and two (2)1.5 -inch lifts of SP 9.5. Typical sections will need
to be provided within the plans for the pavement placement. A stair step method should be incorporated, prior to placing
asphalt, to avoid vertical joints. Milling of the patch may be required based on the patched surface performance. The
milling shall be utilized for surface leveling to a thickness equal to or greater than the existing friction coarse material.
The milling limits are 50 -foot of the patch along the longitudinal path of the lane, full lane width, and include any
adjacent bike lane, shared path, or urban shoulder section.
24. Any disruptions to a permeable pedestrian path or bike lane along SR 699 (Gulf Boulevard) are to be restored as work
continues. All patches shall be full width from outside edge of pedestrian path to white line edge of travel lane with stair
step (staggered) joints. Restoration to include backfill with existing sub -grade material and #57 stone as base material
(compact in 6 -inch lifts) to bottom of existing pervious asphalt base, followed by permeable design mix (if available) or
FC -5 (Friction Course) mix with a minimum of two (2) 2 -inch and a maximum of two (2) 3 -inch lifts. Maintain
ingress/egress on all driveways and side streets during construction.
25. If a Permittee is extending and/or connecting to an existing FDOT pipe, District Drainage will review if the pipe system
addresses any increase in volume/loading as part of the new development. The new pipe, along with the connection,
should be video inspected and provided to FDOT for review to confirm the connection is sufficient and that the existing
pipe has not been damaged. FDOT specifications require video inspection of any new pipe 48 inches or less in
diameter (Standard Specification 430-4.8 Pipe Inspection, 430-4.8.1 Video Report, and 430-4.8.2 Reinspection).
26. If a Permittee is connecting to an existing FDOT pipe, they will have to clean/desilt the area of the existing pipe they are
connecting to so FDOT can ensure the connection was done properly. A proper pipe connection cannot be performed
when existing pipe is silted up at the connection point.
27. Pipe culverts shown in the permit must meet FDOT specifications, type, size, and length as described in the permit.
Each joint or length of pipe shall have FDOT stamps affixed verifying this approval. All concrete pipe joints other than 1 -
inch ring joints must be "diapered". All culverts are to be inspected by FDOT prior to placement of fill.
28. Permittee shall notify FDOT of the date of completion, request a final inspection, and request a notice of final
acceptance.
***** END OF NOTES *****
Revised 03/10/2025
lJrild1J Dep. .rtrmaentr af T'ransp Jrtatiort
StrJrrnw ite r PoUJuit o Preuje ntdon
Construction Requirements for Regulated Activities
• Prepare and implement a Stormwater Pollution Prevention Plan (SWPPP)
• Obtain and abide by Department of Environmental Protection (DEP) Generic Permit
for Construction Activities.
For more information regarding NPDES Generic Permits for Construction Activities, please visit:
http://www.dep.state.fl.us/water/stormwater/npdes/constructionl.htm
To apply using the online FDEP Business Portal, please visit:
http://www.fldepportal.com/go/apply-build/
Contacts
To report illicit discharges,
please contact the appropriate representative listed below:
Citrus County
Citrus County BOCC — Engineering
Primary: 352-527-5446
Hernando County
Hernando County Stormwater
Primary: 352-754-4062
Hillsborough County
Hillsborough County Environmental
Protection Commission
Primary: 813-627-2600
Alternate: 813-744-5671
Pasco County
Pasco County Stormwater
Primary: 727-834-3611
Pinellas County
Pinellas County Environmental
Management
Primary: 727-464-4187
Alternate: 727-464-4703
FDOT Right -of -Way
District Maintenance
Primary: 813-975-6639
Environmental Protection Agency (EPA) Spill Response Hotline: 1-800-424-8802
For EPA spill and environmental violation information, please visit:
https://www.epa.gov/pesticide-incidents/report-spills-and-environ mental -violations
FDOT District 7- NPDES SW DCP
Attachment Page 1 of 1
Background
The National Pollutant Discharge Elimination System
(NPDES) is a stormwater permitting program managed by
the Florida Department of Environmental Protection (FDEP)
which regulates construction activities that disturb one or
more acres of land. Projects Tess than one acre may by
regulated if the activity is part of a larger common plan of
development or sale that will exceed the one acre threshold.
Disturbance includes clearing, grading, and excavating.
The NPDES program also regulates municipal storm sewer
systems that serve highways, area roads, and streets in your
neighborhood.
Preventing Illicit Discharges & Water Pollution
Illicit Discharges are point sources of discharge which negatively impact
stormwater, which eventually drains into local natural water systems.
The most effective way to eliminate these discharges is to dispose of
pollutants correctly. Below are common examples:
Yard clippings & leaves
Fertilizers and herbicides
Pet waste
• Trash
• Used motor oil / filters
• Antifreeze/transmission fluid
• Paint
• Solvent / degreaser
• Cooking Grease
For more information on the proper disposal
of wastes contact FDEP at 813-470-5700
Effective May 2016
CLEARWATER CITY HALL
PENSACM
PROJECT LOCATION
FDOT DATA:
ACCESS PERMIT NUMBER: 2024-C-799-00018
DRAINAGE PERMIT NUMBER: 24-D-799-00036
STATE ROAD ID: 15025000
STATE ROAD NUMBER: 595 S. MYRTLE AVE.
MILE POST NUMBER: MP 0.144 TO MP 0.206
POSTED SPEED LIMIT: 30 MPH
ACCESS CLASSIFICATION: 7
BS roar. 0 3a
r.ra.
.... gym. Bryan L
Zarlenga, PE .=D'°";;'
CITY OF CLEARWATER
SECTION 19 TOWNSHIP 25S RANGE 19E
PINELLAS COUNTY, FLORIDA
PROJECT LOCATION MAP
NOT MSC.
OWNER / DEVELOPER
011Y OF CLEARWATER
ATTN: TARA WET
1005. MYRTLE AVE.
CLEARWATER, FL 33756
780851(727(444.8202
ARCHITECT
PROJECT TEAM
CML ENGINEER SURVEYOR
5TAN1EC, INC.
ATTN: BRYAN L ZARLENGA
380 PARK PLACE BLVD.,
5502 300
CLEARWATER FL 33759
PHONE: (721) 5313505
STAMEC, INC.
ATTN: MARK H. FOSTER
777S. HARBOUR ISLAND BLVD.,
SUITE 600
TAMPA FL 33602
PHONE (8131 746-3854
LANDSCAPE MEP
WANNEMACHER JENSEN ARCHITECTS. INC. STANIEC. INC. EMERALD ENGINEERING, INC.
ATTN: MARY ALVAREZ ATTN: ERIC BUCK ATTN: ROBERT HILL
132 MIRROR LAKE DR.. 4798 NEW BROAD ST.. 9942 CURRIE DAVIS DR..
UNIT301 SUITE 100 SUITE H
ST. PETERSBURG, FL 33701 ORLANDO, FL 32814 TAMPA FL 33619
780100(727)382.0801 PHONE (407) 541-0221 PHONE 1813) 9950300
SHEET LIST TABLE
SHEET
NUMBER
SHEET TITLE
C1.00
COVER SHEET
C1.01
GENERAL NOTES
C1.02
STORMWATER POLLUTION PREVENTION PLAN
C1.03
STORMWATER PREVENTION NOTES
C1.04
EROSION CONTROL DETAILS
C1.05
TREE PROTECTION PLAN
01.06
FDOT CONSTRUCTION NOTES
C2.00
DEMOLITION PLAN
C2.01
BORING MAP - PROPOSED CONDITIONS
C3.00
OVERALL SITE PLAN
C3.01
SITE PLAN
C3.02
CURB RAMP DETAILS
C3.03
SOLID WASTE TRUCK - TURNING ANALYSIS
C3.04
DELIVERY VEHICLE TRUCK - TURNING ANALYSIS
C3.05
FIRE TRUCK - TURNING ANALYSIS
C3.06
PASSENGER CAR - TURNING ANALYSIS
C3.07
FUTURE CROSSWALK EXHIBIT
C3.10
HORIZONTAL CONTROL PLAN
C3.11
_ _ CONCRETE CONTROL PLAN
C4.00
SITE GRADING PLAN
C4.01
GRADING PLAN ENLARGED VIEWS
C5.00
SITE DRAINAGE PLAN
C5.01
RAIN GARDEN CROSS SECTIONS
C7.00
SITE DETAILS
C7.01
SITE AND STORM DETAILS
C7.02
FDOT DETAILS (1)
C7.03
FDOT DETAILS (2)
C7.04
FDOT DETAILS (3)
C7.05
FDOT DETAILS (4)
FDOT SUBMITTAL
011/26/24
Stantec
4,poor RPT
AN
11-01-z,
MD TM EWE ADAM, TOTE SFAI. TWEED 01E9
THIS IIELLEXTAMA PDT ODEPEEDISIMED
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9mANLK.AmNDAPt DATE
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DATE
CITY OF CLEARWATER, FLORIDA
ENONSYCNDIENT
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CLEARWATER M.S.
CLEARWATER CITY HALL
COVER SHEET
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VOAROVECTS
C1.00
GENERAL NOTES
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063.7,112.1.5044:71.4 117.V...VC014 471.570.71.9.117517.91,13£
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TRAFFIC CONTROL/MOT NOTES
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4. 1115Carl1VCTOR MILL 1101.7115 LOCAL LOWILLIDRALCHCV FALL 11071.
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GENERAL SANITARY SEWER NOTES
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GENERAL STORMWATER NOTES
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11.1E PROM, W/1101.11011 /WE CCO1711.10.011...11001,11.1E COIVRIVC71011
FDOT SUBMITTAL
08/2624
Stantec
P6.
nRC NO.: File
DATE
AN
140424
REVISION
DATE
CITY OF CLEARWATER, FLORIDA
ENGWEDi)3DEPA6PIDR
I DOS MYRTLE AVE
4ERWATE0.RS.JN
CLEARWATER CITY HALL
GENERAL NOTES
PEN
Dneu
2240
▪ WJARCNTECTS
C1.01
STORATWATER POLLUTION PREVENTION PLAN
OTHER CONTROLS /WASTE DISPOSAL
PRO;C1 NAME CEARN•TER Ott NALL
TRACKING VEHICLE
OFFSITETABU
PROECT AGO.. 0.0. ADDRESS:
ROO AVE Orr Cr
CIFMRARq RT33 uMCEI�E AVO.
CLEARWAY.RSD.
DFS. PITON OF MOO. AAI TARES OF 001 OST.ONG ACTWTR
�CONSTRUCTION pT. S.LL BE 0.4.0 TO NOP REDUCE VEHCE 1.0.0 .
S M PAID STREETS All BE 02.4 OAS NEEDED TO P.M AND ECUS MO. RUNT
EEAGOI 000 ERE FROM M STE DUMP MOTS "•TANG U•TEwAL AO OR TO ME DTE ALL BE
COVERED NTM A TARPUWN AT ALL DME;
WASTE MATERIALS
PROPERTY AP..PROMAIELY . 1.611 WRES
PROJECT AREA ./ATaT - 1.97 AC.
ONSTILKOON PROPOS. r c -STT ICA1I.
SOL NOMA.
IEwLLLATITIUK Au�iRA45x'I"LBE iAm GTTMTMTMO NOON DEB. RAI M DTE TEL BE DEPOSITED SOLIDal NE
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PRACTICESiE MP.,ASO THE WT. STAT GTT
DE r- -GAY STE OPERATION; TALL BE RESPONSIBLE Fm YOVO MAT
TESE PROCEDURO'ES AO HOOPED.
THE CONTRACTOR SHAL PACNICE UTTER FANTRAND BE E1 o�OAEOOFF
MS SHALL Nm 9NONALL T.
BY D 10 EPAY Sr40.0 P.CTICES AS
N p NOSOLO
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THE
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CONTRACTOR )A x
IF ENCOUNTERED 1000Ws WASTE MATERIALS ALL BE DISPOOD m N M MANNER SKORED BY
NESE CE AN ERE . TION; ME CONTRACTOR VAL BE RESPONSIBLE FOR SEEM MAT
SANITARY WASTE
SEQUENCE OF MAJOR ACTIVITIES
STA. sLT FENCE AND CONTROL AS ..14 ON M STE OEMOITON PLAN.
I. MOLL NO ER
2 INSTALL STABO CpsTRTCTp WM4rt.
1 COMPLETE SIE PREPARATION RAN, W0041 DRAM. PLAN, AND putt 04511E/O SITE MANS
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STORM WATER MANAGEMENT
......A.A.... PRONGED ERM OTT OF ...ATM. PROPOSED ON -DTE
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CONTRACTOR TO ASTALL FENCE ANNT PROACr MOS
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STABTN"0ETE D WITH SOO"NNO LATER MME AN 14 OTE ATS AFTER 11. AST CANONSxI000TORRO"IAC2M ITT. MASES SR41 BE
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NON -STORM WATER DISCHARGES
C 103 MAF M FOLOAxO NM -STOW DAT.....5 HU-.. FROM DTE
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EROS. 4140 S.M .•n.TOONNTROL PLAN IS RIPLACE.GLRAIF/UNG TO OE CT,40.1E BY ME W6MACTO
A. SHALL FOLLOW DEMATER. SPEORCATON.
STRUCTURAL PRACTICES
_ _
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BE
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C LMTON OCM4. fA WCi SO OGN EOW4 SRO WIAN M OTO X.GORDANCvxS LION
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OT. O.['A
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ALL CONM•crd
TT TO
LOSHALL
450 C.A.. M MOSS COMPLIANCE .EONST FOR CONSTRUCTION DTE£
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ALONG MS FLOODING.
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SPILL PREVENTION
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T ME MANLr1 OSINDANG •ci0Rm0AI m1
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CONORACTOR MUST PENT. A 0.1.1111)0 FUEL T.K STORAGE RENDS BASIN; RARWAS AND NE.. MSECONDARY DONT... (SAIL
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TIbNT,0 0* O W E THE BE 4 2*5 CLEARLY 1100.00. P10.ROg0CTS"BTRLML'BBE 51 Cwi* w
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SPILL CONTROL PRACTICES
E TON TO TA
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ED
S
PREVENTION .ARUN
enAEL 3NUIExOm METHODS
OF ME PROCEDURES NICAM TIF VAL BE AE M LOW!. Cr M
PROTECTIVE AREA
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•M SPILL PREVENT. .14 MILL BE PREPARfO BY TA ooroorcom um KEPT N M
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AND RES.. ALL BE .ORTED TO M APPRO... •TINCT.
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LL BE POS.
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AND
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CEMICAL SDTW' . SLE M SECONCAY CONT.RNM 21 MAST 3 OTSED7 PONT MNAUM
LO PROW. B TMT MMSPECTIW LOO . ME 4c.pMY CONTAINMENT AMiOOG CMNCOF DATE.
INSPECTORS NAME AND N'SPECT. REPORT.
FURTHERMORE. /MY ENGINO Or RECORDTAAND
P.1.111.
. 410O14AGEN? 0TO UNRRY U5Li BETON'OT.D 00 M THE
AND
ET.
INVENTORY FOR PCLLUIION PREVENTION PLAN
i"Es1E ILS2R SU,OSTICIS USAN BELOW ARE OPEC.. BUT NOT WIRD. TO eE PRESENT
COVCOTI warms
OE... PETROLEUM BASED PRODUCTS AND FUELS
TAR CLEANNG
SSAND ANE ACCO 50.VWI5
POLLUTION PREVENTION PLAN CERTIFICATION
YECRCERT. DE9T UNDER
PENALTY
Cr MN
AND T IS OCCULIENT ANDAT T. SISI 'TS NAVE BE. READ
ON .5 B. PR.ARIED TO
ASSURE
QUALIFIEDMaQUALIFIED PER.. PROPERLY GAMER AND EVALUATE ME INFO.A.4
"G"TIE
M INpuPERSONS ATIOx 00 uu4B.:IGE ME SSTY. OERSONs ONECTLY
RL9p5GE GIX GAMWNSUTFB S M BTT[z Y'A WaNFDCE AM
NlIg anTNaslii4u atTL aN. INaugAiNc ra oamautt o FFNRe A o rIZOT""METTIPFOa laTFm°c
OP. OTT OF CLEAR..
APPLICANT MORA= COO
ADDRESS OTY OF CLEARNA.
DATE
100 S. TORRE ATE.
C2'ATHMApe, rt 1]r5B
CONTRACTORS AND ENGINEERS CERTIFICATIONr
I CERTIFY UNDER PENALTY OF LAW NAT I D.O.T. THE TerNIS ANO CONOTIONS Of
TV"TTtrYTSiRv
THE W 010000 i
TA
CERTIFICATION.NwM�FRC OAND. SHALL COMM ORI
AS AM s 414 CONOnps
Of THE TE m FLORIDAFLOROA ../110 PERIOT FOR STpMwATER DISCHARGE A. LARGE AND SMALL
Ett m CTEIRAAICMEa.TTY (cm). AND TMs STOMWAM POLL4TON PREVENT. RAR PREPARED FOR
FOC RESPONSEILE FOR.
NAAE
OTTO
DATE)
COMPANY. GENERAL
Ap.Rs C.AACCTOR
CERTIFIED ENGINEER
A PE
A REG NO B116T
COMPANY: OTED
)BOARK PLACE MUD., SATE SC
F.R
ARNE,22F-NI 1547
NP0ES NOTIFICATION
(NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM)
11•471:1- .0�MYALL IIMITAREI 3500:4*M w1*001 Orom1CDE 300? 1. 01
A TTODISE5 PENALTIES m up TO 110.003 F. E. ONpSE
DISCHARGE FROM CPOSE0�41rnAUCp AND SMALL
ESS ALL BE NPt .. w ACCORDANCE AM S.. BASS m
KEY PROVISIONS
monDENTATIoN or DATR• nCTSn RAN (50990).
2 CONDUCING AM N.MENTNO MNE XSMpA
REQUITED.
sAeMz•n.. rnqCCRN s3, °OM . DATE m PIMA. ATTRACT TUTm OF
FROM DE DAA m FN. SA
NOTICE OF INTENT (NOD
• ALL
�SnnDE Cr NTENT TO AC ova.' (No) T5 TIT3CNALD NFOR Mss sat SAGE TAE PPRO.Ec, .0.'. rs NOTE AND MTON
OE ACEP 92
FDOT SUBMITTAL
0826/24
BRAN z*F11.114.A P.E.
USE IAT 11147
CATE
REIRSION
BY
OATS
CITY OF CLEARWATER, FLORIDA
ENBOE00100EPAR0*DR
100 GLIYRI(EAVE
0.FAFNAER0L MSIR
CLEARWATER CITY HALL
STORMWATER POLLUTION PREVENTION PLAN
AN
421411
22C
10.41723
N..N.N.N,. RJARCRIECIS
C1.02
GENERAL DUST CONTROL NOTES TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
& EXIT NOTES
I. CONTRACTOR TO UM LEST LLMMOUENT PRACTISES LIMN TO REDUCE DREAM
smucmNADimlMENT esmN DUST UCCLEFARELMA.1TIN THE CONTENTS
ALLELES MORT CONSTRUCT..
2 CONTRACTOR TO PREVER SURFACE AM SOIL SURFACES ANDREI:43CE THE API OVEIENT OF
EXPOSED AwaNEumTsESwd M
BE IMPEDE OR IN0RIOUS TO HUMAN F/RE OR SAFETY. OR TO ANIMAL
OR PLANT LIFE AND M AMR SUM. TO W.V. AND ALP MOVEMENT OF OUST
WNERE 014.0TE AND OFF-OTTE DAMAGE 0 LIKELY TO OCCUR IF PREM..
MEASURES ARE MITT/YEN
a. CdE1RUCTpN AL/TATTED NEMTADVIRMANT W THE ADORDIE.......
OF SOIL FOMTNE DUST DI DARTED BOTH DURNO TIE DELICILITION. YEW. NVYW AnMTTI/uONAaREETS LT of VENO EROSION
OYER RE SID EARTH SURFACES LARGE WARM. OF DUST ME TYPICALLY
/D1MTEa. SUCH N ROAD AND STREET
CONSTRUCTON AND nICONSTRUCTOR
N. C MMERcua AND uaDOmRw RE DEVELOPMENT.
WHICH INVOLVE AT DISTURBANCE ESTABLISHED AN AMNERRAM DUS: SURFACE.
RATE. u
COMPRISE ME MAJOR SORES Of CONSTRUCTION DUST SSIONA BUT TMST. MD
GENERAL DISTIMANCE Of ME GMAT. OENERATE SIONTRICANT DUST EA..
RI RANNNO FOR OUST CONTROL IT MOULD BE OBVICOIS MAT TIE LESS COIL IS
WILE TIE LEES POMMY, MERE WEL BE FOR OUST
PRACTICES UPON THE COMPLETION OF GRAMM WI SIONIFICANTLY REDUCE DUST
WISSION
ATONE ST.N YEAD TS. Lou. lmATworteOPwmluawoRESS E.G.OITA
MEM
TO VASA= ENTRANCES TO THE CONSTRUCT... an AND REDUCE TIE MOWN' OF
SEDIMENT TRANSPORTED ONTO MOO ROADS AND STORM WATER SYSTEMS BY MOTOR
VEHICLES OR RUNOFF.
LOADELTAIYHMEELOgLISFILEE
CONSTRUCTION ENE AND moan DIRECTLY INTO
A FUEO ROAD. OT ER PAVED AREA.
TCON
CONSRU .D MAxcE TIMM AN AREA WHERE LRD CAN BE REMOVED MY
VENOM TIRES BEFORE THEY ENTER AP.. RVG.! roe Acme. OF
PM OED ISUNICIENT M REMOVE MOST OF
THE W
Y9 CTNEN SEAM TME TIRES MUST BE Adm BEFORE THE VEHICLE FITTERS A PUBL.
ROAD, WASMIG USED AND IR. TNE SEDIMENT REwcMOST m 6ACAF METO . CONSTRUCTOR ENTRANCEPT THE WASH CE
SHOULD BE USED IN PLJUUNCCTION WITH THE MAmEARON OF CONSTRUCTION ROADS
TO REDUCE ME AMO.TOF MUD FICKED.BY CONSTRUCTION VEHICLES
CONSTRUCTOR ENTRANCES PROVIDE ANFA (WERE MUD CAN BE REMOVED FROM
CONSTRUCTION VEHICLE TRES BEFORE THEY ENTER A PUBLIC ROAD. IF ME A0TON OF
T. VEHICLE VW...DOVER /REDRAW.. PAD ISNOT SUFF.:NT TO REMOVE MOST.
THE TEN MEIN. R W.
A PUBLIC
ROME WAS LNG MUSTS. VISIONS MUST BE SE TO INTERCEPT ST BE WASHED BEFORE TNE VEHICLE MEwwYUTFR
TO REDUCE THE AMOUNT OF LIUD TOED UP BY CONSTRUCTOR VEHICLES
pESIaN CROON,
"i' =8 UO xO.1COARMASOREVTEM.Sa.Flndmoxq LEe MamULD BE USED.
I.
rWTwtuo IMIEMZEDIAGMELat
OR OTHER
TERLua THAT WILL NOT FWATOR NACHMAN,
WAnaREWTE MEI BEAT LEAST CIES 113 Cb MotrtMUST EMEND TIE Mt
MOTH Or THE VEHICULAR NORESS AND WEMTATNETflEORART REMIND OR GROUND COVERS.LENGTH OF THE EDA�M�rypp WORN
pMjsEtiEORM
D TO ROMPER AND BRNO CLODS TO THE THE
ETHETURN.3 RADIUS Of
few,. ACE. rt IS AN rnEVEROVICY W_ASi RE Wwd SHOULD BE USED TnR WPM WAswn AiN anmLTOAxoCaaoA MAT MOST of rxEYwwxoiE TRUCKS
BY
D SCRUPLES
sPAOx 4 sPaNa-TGo1IEEROSION STARTS.MOLN FLOWING ON DD N4RFVNs uO sDMA etrnva ME 0OJO4l TEN MOST OF TI E YET BE
a OP EOUIRM V+NLd MAY PRODUCE TIE DOTED EFFECT.WASHED BEFORE GAPUTIE
BDtpON.W'ASN WATER MUST DE CARRRIEDD AWAY FROM
THE ENTRANCE TORE SETTINDAREATO REMOVE
4. 1.11.11014- THIS 0 GENERALLY DONE AS AN EMERGENCY TR.11.1017.EIRE IS U iO VVADgxauoaEmIRIIIYNANDEEfDOVE SEDIMENT.AWAd RASH WYNao BE
WRINKLED MTH WATER UNTIL ME MEER. TS WIT. REPEAT AS NEEDED. TO
PRZENT CARRYOUT Of M. ONTO STREETS. REF. TO TEMIaRMY GRAVEL LOCATION'
uNO
CONSTRUCT. ENTRANCE THE
MOLAR. RELOCATED FOR MAVWMUMU
TADY STALL CIRUCTON
mamma
CONSTWLCmn SPAGIFICAmxS
ME AREA OF THE ENTRANCE ULD BE CLEARED . ALL VELETANCIN, ROOTS, AND
MOTOCITIE TO ME SPECIFIED OMENSIONS.
SARRIERS.B.03 BOARD FENCE BURCR.TEWALLS. BALES WRAY AND
MILLAR WM.. CAN DE USED TO DONTROL /ACUMEN. AND AT INTERVALS OF
THE BARRIER HERM! AREEFFECTIVEM CONTROLLING WIRD
EROSION,! ,a.E
WITH SOD
7. TOP SCENT TM MARS COVERMO TM SURF.. MTH LE= .0DVE SOIL
MATERIAL
O. ST...COVER SURFACE YET. CRUSHED STOIC OR COARSE GRAVE.
THE`EERMAAN. SHALL BE MAITRAME0 IN A OMMTION WHICH WEL PREVENT TRACwO
OR FLOW OF AND ONTO nSTONE.M,� "dTONS DEE IRDS. REP"AIRR0 T.
CLEAN GUT OF AIN STRUCTIE. USED TO TRAP SECTENTS ALL ,FILERS. OPEL=
DROPPED. VIASNED. OR TRACKED FROM VEISPLES MOD ROADWAY] CR INTO STORY
D RAMS MET TM ROAMED MIEDIATELY. LOOK FOR SENS OF TRUCKS AIM TRAILERED
EQUMLLENT SUTTIND CORNERS. WHORE GRAVEL LEFTS THE ROW., CREEP ME
PAVED.. DAILY FORSEDNENTS AND STONES.
EROSION CONTROL MEASURES NOTE:
REQUIRED EROSION CONTROL MEASUREO MUST REIM. RITACT THROUGHOUT GENERAL NOTES:
.NSTRUCT.I. FAEURE TO INSTALL CR PROF.LY WIRT. THESE BARRICADES WILL
RESULT RI ENFORC.ENT ACTION NM. WY INCLUDE CITATIONS AS FRONDED
T FENCE
TO SECTION MIN. FAL C.I FESULT RI A P.ALTI NOT TO EACEED 41400 PER UNP. DO NOT TRENCINANDETI TREES EROSION CONTIRM IS PERFORMANCE
OFFENSE MTH EACH DATE WHICH SUCH MONTI. 00OURS s mTw SHOULD RUNOFF KKR
INSTALLED.SEPARATE OFFENSE CONTILMTCR TO ADD.E TO DENERAL OUST CONTROL NOTES METE. WATER OVALITT STAIROPROS L.VE snm ONCE
EROSION
G ONLINE AT
WEER.Amm.RIMMED aeomNTIEEEmCUMENE. PAD AT maa.0AND SIBMOIT CONTROL MT. AHD SILT F.C.E. TEPIDITY AN PROTON CONTROL 734 INSPECTPN BY ONE OF THE LT CML 2. -HOUR
FUGITIVE DUST CONTROL NOTE
THE CONTRACTOR MOLL TAKE ALL REASONABLE MEANS. FLATMATE ME TRANSPORT
OF 041.s. ZOO TAETtrytT, SITE SPECML M.SURES. SUCH AS P.IODICALLY
THE ...ACTORS MAK PLAN COLITUCTOR TOD"ACHE' RE TO7NrC'OPH'IrCrNOTEI
CLEARING AND GRUBBING
THE CONTRACTOR SHALL OW REMOVE EES DESIGNATED FOR REMTT nPL N
AO
ST1. WHERE RUCTURE, Aum"R'PEM MFoR IMS Nara Dwors_ETC. WALL BE EWALK REMOVED
PROJECT L1wre MwL BE
AREA IS RUED. TREE ROOTS IN AREA OF PROROMD K RAW.Oe
WALRDDRAIN.
REPLACONENT CNALL BE .0.0 OUT TO A DEPTH OF MOW BOTTOM OF NEW
META. OR DRIVEN.. ALL MUTED URNO CmmRRETTEE Aa ALT. .ALL BE REMOVED
n APPLY -AT. OF
3. ALL STUMPS. ROOTS AND OTHER DEBRIS PROJECT.. TWOLION OR APP... ON
TIE SURFACE OF THE GROUND SWLL DE REMOVES TO A DEPTH OF I -FOOT BELOW
THE COMPLETEDCNLE THE CONTRACTOR
mu4LNEREMOwVEEALL OwA, SIDEW
n
mrA'eBoANwF"rne.L°�11 DmERR a
FEET BaCR.DoaNrREmv�RnvxEEluvm
▪ AND/OR PARALLEL TO PROPOSED CONSITHICTION. TREE BARR...R.41 BE
PLACED STRATEGICALLY TO PROTECT THE ROOT MUTE. AND TRUMA WHILE
PREVENTING ESPERAMT FROM
HE
STORED ON TOP OF THE ROOTS. ONCE miROOTS
REREDcALIED. SCHEDULERPRESERVATION
T33 INWECTION BY w m sw THE FOLLOWS. ` MEM AT
Pm AT .7-38.7-381430:fam 2. -HOUR
I.DR
NaECTORHGTLREATmm.YI L
RDVWO.O
CITY OF CLEARWATER DETAILS TO BE
UTILIZED ONLY WITHIN THE PROPERTY
AND/OR CITY RIGHT-OF-WAY
r'iV I:FC ARWATF'
2022 DF" 4Y AP
TREE BARRICADE DETAIL
SCALE PLT.!.
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062624
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EONEERMODmMTMET
1006 PATTIE AVE
CLEARWATERR33.8
CLEARWATER CITY HALL
STORMWATER PREVENTION NOTES
032011
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CITY OF CLEARWATER DETAILS TO BE
UTILIZED ONLY WITHIN THE PROPERTY
AND/OR CITY RIGHT-OF-WAY
CITY OF CLEARWATER DETAILS TO BE
UTILIZED ONLY WITHIN THE PROPERTY
AND/OR CITY RIGHT-OF-WAY
CITY OF CLEARWATER DETAILS TO BE
UTILIZED ONLY WITHIN THE PROPERTY
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CITY OF CLEARWATER DETAILS TO BE
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sp AND/OR CITY RIGHT-OF-WAY
CITY OF CLEARWATER DETAILS TO BE
UTILIZED ONLY WITHIN THE PROPERTY
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FDOT SUBMITTAL
082624
CO Stantee
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CITY OF CLEARWATER, FLORIDA
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CLEARWATER CITY HALL
TREE PROTECTION PLAN
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00 NOL 0P.E DATE
Oe"a'
REVISION
c1 DATE
FOOT CONSTRUCTION NOTES FOR DEVELOPMENT
1. WHEN WORK IS ASSOCIATED WITH ROADWAY
MODIFICATIONS AND/OR SITE DEVELOPMENT,
CONTRACTOR IS REQUIRED TO HAVE A
PRE -CONSTRUCTION MEETING WMTH THE FOOT
INSPECTOR TWO WEEKS PRIOR TO ANY WORK IN FOOT
RIGHT-0FWAY.
ALL TEMPORARY PEDESTRIAN PATHWAYS MUST BE FIRM
AND UNYIELDING. NO PEDESTRIAN PATMNAY IS TO BE
REMOVED. BLOCKED, OR DISTURBED WITHOUT HAVING A
SUFFICIENT DESIGNATED TEMPORARY PEDESTRIAN
PATHWAY WITH MAINTENANCE OF TRAFFIC SIGNS (FOOT
STANDARD INDEX 102E00) IN-PLACE PRIOR TO PATHWAY
BEING AFFECTED.
3. THE PERNATTEEEOR SHALL COORDINATE WITHFOOT
INSPECTOR IN ADVANCE OF ANY CONCRETE PLACED TO
BE PLACED WTHIN FOOT RIGHT.OF-WAY TO ENSURE
THAT THE INSPECTOR IS ONSITE WRING ANY CONCRETE
PLACEMENT OPERATOR
5.
6.
ANY CURB AND/OR GUTTER THAT IS RECONSTRUCTED OR
INSTALLED WMTNN FOOT RIGHT-OF-WAY SHALL MEET
MINIMUM STANDARDS OF FOOT STANDARD INDEX 520.001
(CURB AND GUTTER).
ANY SIDEWALK FRONTING THE PROPERTY THAT IS
CRACKED. DAMAGED. OR UNSTABLE AND IS CREATING AN
ADA TRIP HAZARD MUST BE REPLACED BY SECTION AND
MEET THE MINIMUM STANDARDS OF FOOT STANDARD
INDEX 522-001 (CONCRETE SIDEWALK) AND 522-002
(DETECTABLE WARNINGS AND CURB RAMPS)
ANY FLARED DRNEWAY THAT IS RECONSTRUCTED OR
INSTALLED LMTHIN FOOT RIGHT-OF-WAY 5101L MEET
MINIMUM STANDARDS OF FDOT STANDARD INDEX 522-003
(CONCRETE FLARED DRIVEWAYS).
7. ALL NONSTRUCTURAL CONCRETE PLACED IN THE
RIGHT-OF-WAY SHALL BE A MINIMUM OF 6INCHES THICK
FOOT CERTIFIED CLASS 1 NONSTRUCTURAL 857 STONE,
2500 PSI CONCRETE. WITH FIBER MESH MATERIAL AND BE
FROM A FOOT APPROVED PLANT.
a. THE PERMITTEEENGINEER OF RECORD (EOR) IS
REQUIRED TO PROVIDE THIRD PARTY CONCRETE
INSPECTION VIA AN AMERICAN CONCRETE INSTITUTE
(ACJ) CERTIFIED INSPECTOR.
b. THE ACI CERTIFIED INSPECTOR SHALL PERFORM ALL
REQUIRED CONCRETE TESTING WITHIN FDOT
RIGHT-OF-WAY FOR YORK COVERED BY 7115
PERMIT/AGREEMENT AND PROVIDE THEIR TESTING
RESULTS TO FDOT.
c. REPRESENTATIVE CONCRETE SAMPLE CYLINDERS SHALL
BE TAKEN AT TME OF PLACEMENT AND STORED
PROPERLY ONSITE.
4. THE PEROOTTEEEOR SHALL COORDINATE WITH THE FOOT
INSPECTOR FOR ACQUISITION OF CONCRETE SAMPLE
CYLINDERS CAST WRING PLACEMENT (FOR
COMPRESSIVE STRENGTH TESTING).
e.PROWDE DEANERY TICKETS WITH ALL REQWRED DETAILS
0S OURINED IN FOOT STANDARD SPECIFICATION 3474.7.
I. CONCRETE SHALL BE PLACED AND CURED INA MAKER
THAT MEETS FOOT STANDARD SPECIFICATION
REQUIREMENTS TO ACHIEVE PROPER STRENGTH AND
DURABIUTY CHARACTERISTICS.
8. ANY CURB OR SIDEWALK DAMAGED AS A RESULT OF
WORK PERFORMED BY THE PERMITTEE OR CONTRACTOR
SHALL BE REMOVED AND REPLACED PER FOOT
SPECIFICATIONS,
9. ANYSIOEWALK DISTURBEDYWLL BE REPLACED BY
SECTION WIMN 72 HOURS TO FOOT SPECIFICATIONS.
10. ALL MATERIALS BEING PLACED IN THE FOOT
RIGHT-OF-WAY MUST BE ON THE STATES APPROVED
PRODUCTS UST (NON-PROPRIETARY).
11. ALL CONSTRUCTION AND'OR MAINTENANCE IN FOOT
RIGHT-OF-WAY SHALL CONFORM TO THE FHNA MANUAL
ON INFORM TRAFFIC CONTROL DEVICES (MUTCD), FOOT
STANDARD PLANS FOR ROAD CONSTRUCTION,FOOT
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, FOOT FLORIDA DESIGN MANUAL AND
THE FOOT DRAINAGE MANUAL
12. NO LINE CLOSURE OF ANY STATE ROADWAY IS ALLOWED
WRHOUT 48-HOUR ADVANCE NOTICE AND APPROVAL
FROM FOOT.
13. UNE CLOSURES MUST BE LIMITED TO SUNDAY THROUGH
THURSDAY, 990 PM TO 590 AM UNLESS OTHERWISE
APPROVED BY FOOT.
14. LANE CLOSURE NEEDS TO ACCOMMODATE FOR A BITE
LANE IF THE ROADWAY CONSISTS OFA BIKE LANE
15. NO WORK SHALL BE PERFORMED DOING TE WEEK OF
ANY STATE OR FEDERAL HOUCAY UN.ESS OTHERWISE
APPROVED IN WRITING BY FOOT.
16. NO WORK REQUIRINGLAIE OR SIDEWALK CLOSURE
SHALL BE PERFORMED WRING SPRING BREAK ON SR 699
(GULF BOULEVARD). SPRING BREAK I5 IDENTIFIED AS
MARCH 1 THROUGH THE FIRST MONDAY FOLLOWING
EASTER. DURING THIS TIME, LANE AND SIDEWALK
CLOSURES ON ALL STATE ROADWAYS THAT LEAD TO SR
699 (GULF BOULEVARD) WTI. SE RESTRICTED TO NIGHT
WORK. SUNDAY THROUGH THURSDAY. 9:OO PM TO 590
AM
17. OPEN CUTTING OF ANY ROADWAY, DRIVEWAY, OR
SIDEWALK OUTSIDE THOSE UNITS IDENTIFIED WITHIN THE
PERMIT ARE NOT ALLOWED WRT/10UT PRIOR APPROVAL
BY FOOT.
18. PRIOR TO THE REMOVAL OF ANY MATERIALS ABUTTING
THE ROADWAY SHALL BE SAWCUT TO PREVENT ANY
DAMAGE TO THE ROADWAY.
10. CONTRACTOR SHALLHROWDE THE FOOT INSPECTOR THE
PRINCIPAL POINT OF CONTACT INDIVIDUAL WHO WAS
AUTHORITY TO AOM@85TER ACTIONS ON BEHALF OF THE
PERMATTEE WHILE ACTMTIES IMPACTING THE
RIGHT.OF-WAY ARE TAXING RACE TO INCLUDE
POTENTIAL EMERGENCY ISSUES.
20. NO STOCKPILING. STORING. OR SEMI-PERMANENT USE OF
THE RICHT-OF-WAY IS AUTHORIZED UNLE55
SPECIFICALLYIDENIIFIEDIMMN THE PERMIT OR
APPROVED BY FOOT IN ADVANCE.
21. TIEPERMTIED WORK SOMME IS DEFINED AS
MONDAY THROUGH FRIDAY 7,00 AM TO 5:30 PM UTLE55
OTHERWISE NOTED I MMR. THE PERMIT. ANY WORK
DESIRED OUTSIDE OF THS PERIOD MUST BE REQUESTED
IN ADVANCE AND APPROVED BY FOOT BEFORE WORXING
THE ALTERNATE SCHEDULE
22. FOOT RESERVES THE RIGHT TO ADJUST ANYPERATIED
METHOD OF INSTALLATION. SCOPE OF WORK, AND
RESTORATION THAT MAY BE REQUIRED TO POSITIVELY
SUPPORT LIFE, SAFETY, AND ENVIRONMENTAL
1500 1EING OF ALL USERS OF THE TRANSPORTATION
SYSTEM
23. 60002AY RESTORATION SHALL U1UZE loon!
EXCAVATABIE TOWABLE FILL MATERIAL AND ASPHALT
RACED 1MMN STATE RIGHT.OF-WAY SHALL BE PLACED
FULL -DEPTH. TWO2.SOCH LIFTS OF SP 12.5, TWO
154NCH LIFTS OF SP 9.5. TYHCAL SECTIONS WALL NEED
TO BE PROVIDED WITHIN THE PLANS FORTE PAVEMENT
PLACEMENT. A STAR STEP METHOD SHOULD BE
INCORPORATED. MDR TO PLACING ASPHALT. TO AVOID
VERTICAL JOINTS. MILLING OF THE PATCH MAYBE
REQUIRED EASED ON THE PATCHED SURFACE
PERFORMANCE. THE MONO SHALL BEUTUZED FOR
SURFACE LEVEUNG TO A MOKNE55 EQUAL TO OR
GREATER THAN THE EXISTING FRICTION COARSE
MATERIAL THE MILLING UMTS ARE 50 -FOOT DF THE
PATCH ALONO THE LONGITUDINAL PATH OF THE LANE.
FULL LANE WIDTH. AND MADE ANY ADJACENT BINE
UNE. SEWED PATH, OR URBAN SHOULDER SECTION
24. ANY DISRUPTIONS TOA PERMEABLE PEDESTRIAN PATH
OR BIKE LANE ALONG SR 699 (GULF BOULEVARD) ARE TO
BE RESTORED AS YORK CONTINUES. ALL PATCHES
SHALL BE FUJI -NAM FROM OUTSIDE EDGE OF
PEDESTRIAN PATH TO WHITE UNE EDGE OF TRAVEL LANE
WITH STAIR STEP (STAGGERED) JOINTS. RESTORATION
TO INCLUDE BACKFTLL'ATH EXISTING SUB -GRADE
MATERIAL AND /57 STONE AS BASE MATERIAL (COMPACT
IN 64N0H LIFTS) TO HOME OF EXISTING PERVIOUS
ASPHALT BASE, FOLLOWED BY PERMEABLE DESIGN MD
OF AVAILABLE) OR FOS (MOTOR COURSE) MIX WITH A
MINIMUM OF TWO 24NCH ANDA MAXIMUM OF TWO 3 -INCH
UFTS. MAINTAININORESSEGRESS ON ALL DRIVEWAYS
AND SIDE STREETS DURING CONSTRUCTOR.
25. IFA PERMITTEE I5 EXTENDING ANNOR CONNECTING TO
AN EASING FOOT PIPE, DISTRICT DRAINAGE WILL
RENEW IF THE PIPE SYSTEM ADDRESSES ANY INCREASE
W VOLUMELOAOINO AS PART OF THE NEW
DEVELOPMENT. THE NEW HPE, ALONG'ATH THE
CONNECTION. SHOULD BE VIDEO INSPECTED AND
PROVIDED TO FDOT FOR RENEW TO CONFIRM THE
00114ECTION IS SUFFICIENT AID THAT THE EXISTING
HPE HAS NOT BEEN DAMAGED. FOOT SPECIFICATIONS
REQUIRE VIDEO INSPECTION OF ANY NEW HPE 45 INCHES
OR LESS IN DIAMETER (STANDARD SPECIFICATION 4104.8
PIPE INSPECTION, 430.4.8.1 VIDEO REPORT, AND 430-4.8.2
RDN5PECT10N).
26. IFAPERMITTEE IS CONNECTING TO ANEI2 TN° FOOT
PIPE. THEY WILL HAVE TO CLENLDESILT TIE AREA OF
TE EXISTING HPE THEY ARE CONNECTING TO SO FOOT
CAN ENSURE THE CONECTTON WAS DONE PROPERLY.A
PROPER HPE CONNECTION CANNOT BE PERFORMED
WHEN EXISTING HPE IS SILTED UP AT THE CONNECTION
POINT.
27. HPE CULVERTS SHOWN IN THE PERAITMUST MEET FDOT
SPECIFICATIONS, TYPE, SNE. AND LENGTH AS DESCRIBED
IN THE PERMIT. EACH JOINT OR LENGTH OF PPE SHALL
HAVE FOOTSTAMPS AFFIXED VERIFYING THIS APPROVAL
ALL OONCREIE RPE JOINTS OTIER THAN 14NCH RING
JOINTS MUST BE.DIAPEAED.. ALL CULVERTS ARE TO BE
INSPECTED BY FOOT PRIOR TO PLACEMENT oF FILL
25.
PERMITTEE SHALL NOTIFY FOOTOF THE DATE OF
COMPLETION. REQUEST FINAL INSPECTION, AND
REQUEST A NOTICE OF FINAL ACCEPTANCE
FOOT SUBMITTAL
0826/24
Stantec
EMIANLEARIENO4P.E.
UQ Na: 1147
DATE
Al roar RA:
11-0144
DATE
CITY OF CLEARWATER, FLORIDA
ENG WEBNIODEPOAPAENT
10061.71RTIEAVE
CLENTNATEARI3757
CLEARWATER CITY HALL
FOOT CONSTRUCTION NOTES
����]OYa011
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