Project_Exhibits-R1.pdf

Exhibits Index

2022 CDBG Street Improvements Project

24-029EN-FC-IFB

Item Description Author Date

Construction Plans City of Plant City 6/5/2024

Residential Roadway Standard – Drawing PS-04

City of Plant City 10/3/2017

FDOT index 570-010 – Shoulder Sodding and Turf on Existing Facilities

FL Dept. of Transportation 11/01/2018

Right of Way Use Permit Application

City of Plant City 9/6/2023

Report of Asphalt Pavement Evaluation

Terracon Consultants, Inc. 1/30/2023

CITY OF PLANT CITY

ENGINEERING

302 W.REYNOLDS ST.

PLANT CITY, FL 33563

FY21/22 CDBG PROJECT

DATE: 06/05/2024

SCALE: 1” = 300’±

SHEET No

01:

RESURFACING PLAN # DATE REVISION DESCRIPTION

See Detail Sht. 6 See Sidewalk; Detail Sht. 10

Mill existing pavement and base material to 8” depth to trim tree roots.

Install 6” Recycled Concrete Aggregate base and 1.5” SP 9.5 Asphalt Pavement. (± 50’ x 6’)

See Detail Sht. 7 See Detail Sht. 5

Notes:

1. Contractor and City Inspector to establish limits of Mill & Overlay replacement in field.

2. Contractor and City Inspector to establish limits of base replacement in field.

3. 1” Mill & 1.5” Overlay, Establish 1.5% minimum cross-slope – Plant St., Magnolia St., and Nosleda St.

4. 1.5” Mill & 1.5” Overlay, Establish 1.5% minimum cross-slope – all other streets

5. Install apron / edge protection at all unpaved driveways (see detail).

6. Provide Shoulder Sodding – Treatment I (FDOT Index 570-010) where EOP is below shoulder.

Street to be Resurfaced

SHEET No

02:

RESURFACING PLAN # DATE REVISION DESCRIPTION

Street to be Resurfaced

Notes:

7. Contractor and City Inspector to establish limits of Mill & Overlay replacement in field.

8. Contractor and City Inspector to establish limits of base replacement in field.

9. 1” Mill & 1.5” Overlay, Establish 1.5% minimum cross-slope – Plant St., Magnolia St., and Nosleda St.

10. 1.5” Mill & 1.5” Overlay, Establish 1.5% minimum cross-slope – all other streets

11. Install apron / edge protection at all unpaved driveways (see detail).

12. Provide Shoulder Sodding – Treatment I (FDOT Index 570-010) where EOP is below shoulder.

SHEET No

03:

EXISTING UTILITIES # DATE REVISION DESCRIPTION

Existing Fire Hydrant (typical)

Existing Sanitary Manhole (typical) Notes:

1. Locations of existing watermains and sanitary sewer facilities are approximate.

2. Locations of other existing utilities are not shown.

3. Contractor to comply with requirements of FL statute 556 – Underground

Facility Damage Protection and Safety.

SHEET No

04:

Existing Utilities # DATE REVISION DESCRIPTION

Existing Fire Hydrant (typical)

Notes:

1. Locations of existing watermains and sanitary sewer facilities are approximate.

2. Locations of other existing utilities are not shown.

3. Contractor to comply with requirements of FL statute 556 – Underground

Facility Damage Protection and Safety.

SCALE: 1” = 60’±

SHEET No

05:

DETAIL SITE PLAN @ PLUM STREET # DATE REVISION DESCRIPTION

Remove and Replace Existing Type Drop Curb and Install new 6” Recycled Concrete Aggregate base, 25 ± LF

Existing Sanitary Manhole (typical)

Remove Existing Pavement, Base, and Subgrade as necessary to Install 1.5” SP 9.5 Asphalt Pavement and 6” Recycled Concrete Aggregate Base and Type B Subgrade.

Reestablish centerline crown and 2% cross-slope.

Existing Fire Hydrant (typical)

Match existing radius (typical)

SCALE: 1” = 60’±

SHEET No

06:

DETAIL SITE PLAN @ LEMON ST. # DATE REVISION DESCRIPTION

Existing Storm Drain Structure

Gravel Erosion Control Bed (24’ x 6’) See detail.

1.5” Mill and Overlay existing roadway.

Existing Fire Hydrant (typical)

Remove Existing Pavement, Base, and Subgrade as necessary to Install 1.5” SP 9.5 Asphalt Pavement and 6” Recycled Concrete Aggregate Base and Type B Subgrade.

Reestablish centerline crown and 1.5% cross-

Match existing radius (typical)

SCALE: 1” = 20’±

SHEET No

07:

DETAIL SITE PLAN @ MOBLY ST. # DATE REVISION DESCRIPTION

Remove Existing Pavement, Base, and Subgrade as necessary to Install 1.5” SP 9.5 Asphalt Pavement and 6” Recycled Concrete Aggregate Base and Type B Subgrade

Construct cross-slope as shown.

Existing Sanitary Manhole (typical)

Gravel Erosion Control Bed (16’ x 6’) See detail.

Match existing radius (typical)

50’ cross-slope transition 50’ cross-slope transition

1% sl op e

1% sl op e

SHEET No

8:

Pavement Coring Map # DATE REVISION DESCRIPTION

Coring # 1 / HA # 1

Coring # 2

Coring # 3

Coring # 4

Coring # 5 Coring # 6

Coring # 7

Coring # 10

Coring # 9 / HA # 9

Coring # 11 Coring # 12

Coring # 14

Coring # 13 / HA 13#

Coring # 8

Notes:

1. Approximate Location of Pavement Corings and Hand Auger Borings per Terracon

Consultants, Inc. Report of Asphalt Pavement Evaluation dated January 30, 2023.

SCALE: NA

SHEET No

9:

STREET JURISDICTION MAP # DATE REVISION DESCRIPTION

FL Dept. of Transportation

Hillsborough County

Private

City of Plant City

Resurfacing Project

SCALE: 1” = 100’±

SHEET No

10:

Sidewalk Plan # DATE REVISION DESCRIPTION

Ex is tin g

G ra ve l D riv ew ay

Install new 5’ wide sidewalk

Remove & Replace existing sidewalk

Ex is tin g

As ph al t D riv tin g

Co nc re te

S id ew al k

Ex is tin g

Co nc re te

S id ew al k

Ex is tin g

Co nc re te

S id ew al k

Ex is tin g

Co nc re te

S id ew al k

Ex is tin g

Co nc re te

D riv tin g

Co nc re te

D riv tin g

Co nc re te

S id ew al k

Install 20 LF culvert (by City), and “End of Sidewalk” sign (by City)

Notes:

1. Contractor and City Inspector to establish sidewalk alignment in the field to avoid existing trees, utilities, and other obstructions.

2. New and Replaced sidewalk shall be 6” thick concrete.

Remove and relocate existing mailbox

SHEET No

11:

ADA Ramp Repair Plan # DATE REVISION DESCRIPTION

Remove two concrete ramps at NW corner.

Sod disturbed area.

Remove one concrete ramp at NW corner.

Sod disturbed area.

SCALE: NA

SHEET No

12:

MISCELLANEOUS DETAILS # DATE REVISION DESCRIPTION

24”

6”

Asphalt Overlay

Asphalt Apron, 10 feet long minimum

Existing Base / Subgrade

Unpaved Driveway Apron / Edge Protection Detail

Existing Base / Subgrade

6’

Asphalt Overlay

Gravel Bed, #57 Granite

Filter Fabric, FDOT 985 Type D-3, 24” min. overlap

Gravel Erosion Control Bed Detail

6”

2” cover

AutoCAD SHX Text 1/4":1'

AutoCAD SHX Text 1- " ASPHALTIC CONCRETE (MAXIMUM " UNDER 12" ASPHALTIC CONCRETE (MAXIMUM " UNDER 14" UNDER TOLERANCE) F.D.O.T. TYPE SP 9.5, 20% MAX. RECYCLED ASPHALT AGGREGATEAGGREGATE

AutoCAD SHX Text 6" COMPACTED RECYCLED CONCRETE 100% OF MAX. DRY DENSITY, MODIFIED PROCTOR, LBR150

AutoCAD SHX Text 12" STABILIZED SUBGRADE MIN. (SUBGRADE MAY VARY DUE TO EXISTING CONDITIONS) 98% OF MAX. DENSITY LBR40

AutoCAD SHX Text NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL MEET CITY STANDARDS. ALL CONSTRUCTION AND MATERIALS SHALL MEET CITY STANDARDS. 2. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT. 3. SIDEWALK ON ONE SIDE OF LOCAL STREET LOCATED FOR CONNECTIVITY. ALL SIDEWALKS SIDEWALK ON ONE SIDE OF LOCAL STREET LOCATED FOR CONNECTIVITY. ALL SIDEWALKS SHALL COMPLY WITH ADA REQUIREMENTS. 4. RECYCLED CONCRETE AGGREGATE (RCA) SHALL MEET FDOT SPECIFICATION SECTION 911, RECYCLED CONCRETE AGGREGATE (RCA) SHALL MEET FDOT SPECIFICATION SECTION 911, BASE AND STABILIZED BASE MATERIALS.

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

MIAMI CURB & GUTTER; 3000 P.S.I. TYP.

AutoCAD SHX Text

6"-3000 PSI TYP.

AutoCAD SHX Text

2' SOD STRIP ALONG BACK OF CURB REQUIRED TYP.

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

MIN. SLOPE 3/4":1'

AutoCAD SHX Text

* LANE WIDTHS SHALL BE IN ACCORDANCE LANE WIDTHS SHALL BE IN ACCORDANCE WITH THE FLORIDA GREENBOOK.

AutoCAD SHX Text City of Plant City 1802 Spooner Drive Plant City, FL 33563 Phone: (813) 757-9288

AutoCAD SHX Text

ORIGINAL DRAWING 10/03/2017 10/03/2017

AutoCAD SHX Text

REVISION DATE

AutoCAD SHX Text

REVISION DATE

AutoCAD SHX Text

REVISION DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

PAGE NO.

AutoCAD SHX Text

RESIDENTIAL ROADWAY STANDARD

AutoCAD SHX Text

PS-04

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

/3 /2

:5

:3

P M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2024-25 SHEETINDEX

COMPLETED SHOULDER

resurfacing build-up is less than 3"· is rural or is urban without curb and gutter· of shoulder pavement is resurfacing, widening and resurfacing or construction ·

Project___

CRITERIA FOR USING TREATMENT I

PLAN VIEW

Width Called For In The Plans (Shoulder Width Plus 2' Min.)

Varies, 2' Min.

V a r ie s

Width Called For In The Plans (Shoulder Width Plus 2' Min.)

Varies, 2' Min.

resurfacing build-up is 3" or more· is rural or is urban without curb and gutter· is resurfacing or construction of shoulder pavement·

Project___

CRITERIA FOR USING TREATMENT II

DETAILS ARE TO BE SHOWN IN THE PLANS.

A SIMILAR TREATMENT MAY BE USED FOR PROJECTS THAT REQUIRE SHOULDER WIDENING.

11570-010TURF ON EXISTING FACILITIES

SHOULDER SODDING AND

11/01/18

2'-8" See Pattern Detail

Less Than 3" Overlay

1'-4" Transverse Joints

Placed With Staggered

Sod Blocks Shall Be

Edge Of Pavement drop at the edge of pavement.)

trenching or borrow under sod to attain the 1"

(Depending on asphalt overlay depth may require " )2

Sod (Avg. Depth 1

Backfill (Excavated Turf and Topsoil)

In Specifications Or Plans

Mix To Depth Indicated

Borrow

2'-8" See Pattern Detail Or New Pavement

Edge Of Any Existing

3" Or More Overlay

")2

Sod (Avg. Depth 1

Turf

(Gap For Drainage)

Excavated Turf And Topsoil

Turf

")2

Sod (Avg. Depth 1

Excavated And Replaced With Borrow

Existing Turf And Topsoil To Be

Salvaged Turf And Topsoil

3" Or More Overlay

Or New Pavement

Edge Of Any Existing

2'-8" See Pattern Detail

" Min., 1" Max.)2 1Drop-Off (

" Min., 1" Max.)2 1Drop-Off (

" Min., 1" Max.)2 1Drop-Off (

GENERAL NOTES

PATTERN DETAIL

SHOULDER OPTION I

SHOULDER OPTION 2

TREATMENT IITREATMENT I

B. Establish turf in accordance with Specification 570.

the seeding rates prescribed for permanent wildflower #2 Group shown by table on Index 570-001.

A. Wildflowers destroyed by shoulder sodding and turf operations are to be reestablished under

5. Turf Establishment:

manage stormwater.

of appropriate pollution prevention measures to minimize erosion and sedimentation and properly

Construction Activities from the Florida Department of Environmental Protection, and implementation require coverage under the Generic Permit for Stormwater Discharge from Large and Small

4. Activities such as clearing, grading, and excavating that will disturb one or more acres of land within the dimension range shown.

3. Special attention is to be directed at achieving the required Drop-Off at the edge of pavement, will be no additional payment for substituting borrow for excavated turf and topsoil.

B. Borrow may be used in lieu of excavated turf and topsoil when economically feasible. There and Specification 120.

A. Borrow must meet the requirements for a "Select" material in accordance with Index 120-001

2. Treatment II:

edge of sod. Excess material to be uniformly distributed over the shoulder.

to be used for filling voids and low areas at the edge of pavement or for flushing along the

If trenching under sod is necessary to achieve the required Drop-Off, excavated topsoil is

1. Treatment I:

RIGHT OF WAY USE PERMIT

City of Plant City | Engineering Department 302 W. Reynolds St.

Plant City, FL 33563 Phone: 813-659-4200 E-mail: engineering@plantcitygov.com

Website: www.plantcitygov.com

TYPES OF ACTIVITIES WHICH NORMALLY REQUIRE THE APPLICATION FOR THIS PERMIT WOULD INCLUDE THE PLACEMENT OR REPAIR OF ANY OBJECT, STRUCTURE OR FACILITY WITHIN A PUBLIC DEDICATED RIGHT-OF-WAY OR EASEMENT, CITY OWNED PROPERTY, WHETHER ABOVE GROUND OR UNDERGROUND AND ROAD CLOSURES.

Date: _________________

APPLICANT Name: __________________________________ Company: _____________________________________

Address: _________________________________________ Telephone No.: _________________________________

_________________________________________ E-mail Address: _________________________________

Emergency Phone No. 24 Hrs./7 days a week: ( ) __________________ Fax: ( ) _____________________

OWNER name: ___________________________________

Address/Job Site: _________________________________ Telephone No. ___________________________________

_________________________________ E-mail Address: ___________________________________

WILL THE PROJECT REQUIRE A ROADWAY CLOSURE? YES □ NO □

For City Use Only

CITY WILL DETERMINE MEANS OF NOTIFICATION TO RESIDENTS OR BUSINESSES.

DOOR HANGER ARE TO BE POSTED AT EACH ADDRESS WITHIN THE LIMITS OF THE ROAD BEING CLOSED. YES □ NO

VARIABLE MESSAGE BOARDS INSTALLED AT LEAST ONE (1) WEEK IN ADVANCE. YES □ NO □

IF YES, A DETOUR MUST BE APPROVED AND WARNING SIGNS AND IN CERTAIN CASES VARIABLE MESSAGE BOARDS INTALLED AT LEAST ONE (1)

WEEK IN ADVANCE.,

Check all that apply: Nature of Work

Utilities: □ Potable Water □ Sanitary Sewer (Gravity) □ Sanitary Sewer (Force Main)

□ Sewage Lift Station □ Reclaimed Water □ Gas

□ Telephone □ Cable TV □ Buried Electric

□ Overhead Electric □ Jack & Bore □ Horizontal Directional Bore

Drainage: □ Culverts □ Drainage Structures □ Ditches/Swales

□ Sidewalks □ Curb & Gutter □ Concrete Driveways

□ Asphalt Repair □ Flowable Fill □ Other: __________________________

Road Closure: □

Capital Project: ________________________________________________________________________________ City Projects Only

All work and maintenance of traffic shall be carried out according to the plans attached in this application and the FDOT INDEX Series 600. Any exceptions must be approved by the City Engineer.

ROW Permit #

Approved By:

Permit Issue Date

Expiration Date

Inspection Required Yes ____ No _____

MOT Required Yes ____ No _____

Road Closures will be approved with no less than five (5) business days’ notice. City Departments, Hillsborough County Agenc ies and property owners must have no less than five (5) business days’ notice to time of closure. The following agencies will be notified by e-mail prior to any road closure and proof of notification included in the permit application.

Agencies to be Notified for Road Closures

Department E-mail Address Phone Number

CITY MANAGER billmcdl@plantcitygov.com 813 659-4200, ext. 4157 Assistant City Manager mperez@plantcitygov.com 813 659-4200, ext. 4271 Assistant City Manager jholland@plantcitygov.com 813 659-4200, ext. 4250 City Manager’s Office jnavarro@plantcitygov.com 813 659-4200, ext. 4157 Community Services dmcDaniel@plantcitygov.com 813 659-4200, ext. 4209 Fire Department tmossgrove@plantcitygov.com 813 757-9131, ext. 4028 Police Department police@plantcitygov.com 813 757-9200 Utilities Maintenance loquendo@plantcitygov.com 813 757-9288, ext. 4730 Stormwater/Traffic cshiver@plantcitygov.com 813 707-7200, ext. 4506 Building Department rproctor@plantcitygov.com 813 659-4200, ext. 4211 Planning & Zoning planning@plantcitygov.com 813 659-4200, ext. 4159 Hillsborough County Sheriff’s Department jloy@teamhcso.com 813 247-8555 Hillsborough County EMS EDCSupervisorsGroup@hillsboroughcounty.org 813 272-6600 Hillsborough County EMS PradoJF@hillsboroughcounty.org 813 272-6600 Hillsborough County School Board Christine.Hughes@hcps.net 813 707-7318 Plant City Observer michelle@plantcityobserver.com 813 704-6850

Contacts Revised: 8/26/2021

Road To Be Closed:

Between And:

Beginning Date: Time:

Ending Date: Time:

Cross Streets Affected: Closed: One Lane: Flagger: Other:

Cross Streets Affected: Closed: One Lane: Flagger: Other:

Type of Work:

Contractor: (Include name, address and emergency phone number)

Emergency phone number 24 hours a day/7 days a week ( ) _______________________________

Will The Road Be Completely Closed? Yes: No:

ALL WORK PERFORMED AS PART OF THIS PERMIT SHALL INCLUDE A “MAINTENANCE OF TRAFFIC PLAN” PREPARED BY A PERSON WHO HAS SATISFACTORILY COMPLETED THE “FDOT ADVANCED MAINENANCE OF TRAFFIC COURSE” AND HAS A CURRENT QUALIFICATION AND SHALL AT A MINIMUM BE CONSISTENT WITH FLORIDA DEPARTMENT OF TRANSPORTATION INDEX SERIES 600.

A copy of this sheet shall be e-mailed to all of the entities listed on Page 2 of 4, including a copy of the MOT and detour route. A copy of an e-mail with this page will serve as proof the agency was contacted. The applicant and/or owner is fully responsible to maintain liability insurance and indemnifies the City of Plant City for all work as authorized by this permit.

mailto:billmcdl@plantcitygov.com mailto:mperez@plantcitygov.com mailto:jholland@plantcitygov.com mailto:jnavarro@plantcitygov.com mailto:dmcDaniel@plantcitygov.com mailto:tmossgrove@plantcitygov.com mailto:police@plantcitygov.com mailto:loquendo@plantcitygov.com mailto:cshiver@plantcitygov.com mailto:rproctor@plantcitygov.com mailto:planning@plantcitygov.com mailto:jloy@teamhcso.com mailto:EDCSupervisorsGroup@hillsboroughcounty.

mailto:PradoJF@hillsboroughcounty.org mailto:Christine.Hughes@hcps.net mailto:michelle@plantcityobserver.com

GENERAL CONDITIONS

THE ENTITY OR COMPANY NAMED IN THIS PERMIT AS THE APPLICANT IS SUBJECT TO ALL OF THE FOLLOWING

GENERAL CONDITIONS:

1. The applicant certifies that prior to filling out this application that said applicant has ascertained the location of all existing utilities both aerial and underground and the accurate locations are shown on the plans. Contractor to verify location of all utilities. The applicant further certifies that each utility company, public and private within the rights-of-way have been contacted and a copy of their response has been attached as part of this permit application.

2. The construction and maintenance of such utility shall not interfere with the property and rights of a prior occupant.

3. All work shall be done in keeping with the standards approved by the City Engineer of the City of Plant City and under the supervision of said City Engineer or representative.

4. All materials & equipment shall be subject to inspection by said City Engineer or their representative.

5. All construction shall be performed in a manner meeting the approval of the City Engineer of the City of Plant City and Safety

Standards as prescribed by the Manual on Uniform Traffic Control Devices and FDOT Roadway and Bridge Design Standards.

The City of Plant City shall be relieved of all responsibility from damages of any nature arising from issuance of this permit.

6. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City’s right, title and interest in the land to be entered upon and used by the Permittee and the Permittee will, at all times, assume all risk of and indemnity, defend and save harmless the City from and against all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by said Permittee of the aforesaid rights & privileges.

7. The City requires photos of proposed location when applying for permit and post photo’s upon closing the permit.

8. All City of Plant City property and/or rights-of-way shall be restored to original condition as far as practicable and meeting the approval of the City Engineer or representative, this includes the removal of locating flags and resodding.

9. The Permittee shall maintain BMP’s and erosion control measures throughout the duration of the project. This shall include obtaining a Notice of Intent through the Florida Department of Environmental Protection for projects over one (1) acre. No dewatering shall be done as part of this permit without an approved dewatering plan. If dewatering is contemplated, a plan shall be submitted with the project plans.

10. All overhead installations shall conform to clearance standards of the Florida Department of Transportation (FDOT), and all underground crossings installations shall be installed at a minimum depth of thirty-six (36”) under the road base and at least thirty-six (36”) under below ditch invert grade. Variations and exceptions may be made by authority from the City Engineer or representative.,

11. The attached sketch or sets of plans covering details of this installation shall be made a part of this permit. A copy of this permit must be on site at all times.

12. It is expressly stipulated that this permit is a license for permissive use only and that placing of facilities upon public property pursuant to this permit shall not operate to create or vest any property rights ibn said holder.

13. Whenever necessary for the construction, repair, improvement, alteration, relocation of any portion of a City facility as determined by the City Engineer, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said right-of-way, or reset or relocated thereon as required by the City Engineer and shall be done at the expense of the holder. The minimum notice of the requirement for non-emergency removal is ten (10) days:

for emergency removal, the City reserves the right to remove improvements without notice.

14. It is agreed that in the event of relocation of said utility, facilities are scheduled to be done simultaneously with a City improvement project, the Permittee will coordinate with the City before proceeding, shall cooperate with the City’s contractor to arrange the sequence of work so as to not unnecessarily delay the work of the City’s contractor, defend any legal claims of the City’s contractor due to delays caused by the Permittee’s failure to comply with the approved scheduled and shall comply with all provisions of the law and Rule 14-46, Florida Administrative Code. The Permittee shall not be responsible for delays beyond its control. The Permittee shall furnish a relocation schedule if the work will fall into the time frame the capital project is under construction. The City shall be notified at least three (3) business days and not more than five (5) business days prior to starting construction at 813 659-4200, ext. 4123 after the permit is issued.

15. Notify Sunshine State One Call of Florida at 1-800-432-4770 at least two (2) full business days and not more than five (5) business days prior to starting construction.

16. Area of construction shall be marked in white paint and the locate flags removed during restoration.

17. Proposed work must be started within thirty (30) calendar days from the date of approval. The extension of said time may be extended through written request only.

18. Execute and return three (3) copies of this permit with the Permit Closure Section completed and Record Drawings to the

City stating that the job is completed in accordance with the permit and all changes have been noted in the Record Drawings.

19. At no time will this permit exceed one (1) year.

20. This permit may be terminated by the City of Plant City when the City has determined the Permittee has violated any provision contained herein and/or fails to promptly correct such violation within five (5) day of notice from the City.

21. Permittee is responsible for providing an emergency contact person and phone number for 24 hours a day/7 day a week.

Inability to make contact in the event of an emergency may result in the penalty such as revocation of permit and/or back charge as result of damages.

22. The City requires a $2,500.00 bond or 10% of the total cost of the project be submitted as security for this permit. Upon satisfactory completion of the work including removal of all signs and restoration of the work area, the bond will be released.

Upon request, the City reserves the right to waive the bond requirement.

23. Comments: ___________________________________________________________________________________________

24. Plant City Code of Ordinances, Sec. 30-27 – Noise Prohibited – Construction or repair of buildings, excavation of streets and highways. The construction, demolition, alteration or repair of any building or the excavation of streets and highways other than between the hours 7:00 a.m. and 800 p.m. Monday through Friday; 8:00 a.m. and 8:00 p.m. Saturday; and 10:00 a.m.

and 8:00 p.m. Sunday is prohibited by Plant City Code of Ordinances, Sec. 30-27 – Noise Prohibited.

This application shall, upon appropriate City signatures, become the permit. All work shall conform to City of Plant City Standards.

Permission is hereby granted to:

Permittee & Title (typed or printed): _________________________________________

Permittee Signature and Title: ______________________________________________

Address: ___________________________________

For the construction and maintenance of: __________________________________________________________________________

____________________________________________________________________________________________ see plans attached.

For City Use Only

Approved by: ___________________________________________________ Date: ____________________________ City Engineer or Designee

PERMITTEE COMPLETION OF WORK

I, the undersigned, do hereby attest that the construction approved by the subject Permit was installed in Accordance with the permit requirements and in accordance with the City’s Rights-of-Way Use Procedures and that all changes have been noted in the Record Drawings. If this section is not completed, the permittee is still responsible to maintain and/or repair any damages to sidewalks, yards, sod, roadways or any other City infrastructure until signed off by the City Inspector.

Signature: ____________________________________ Title: _______________________________________

Date: _________________

For City Use Only Accepted By:

City of Plant City: _______________________________________________ Signature, Title, Date

(Updated 09/06/2023)

5463 W. Waters Avenue, Suite 830

Tampa, FL 33634

P (813) 221-0050

F (813) 221-0051

Terracon.com

January 30, 2023

City of Plant City

302 W Reynolds Street

Plant City, Florida 33564

Attn: Mr. Frank Coughenour

Project Manager

P: (813) 659-4200

E: fcoughenour@plantcitygov.com

Re: Report of Asphalt Pavement Evaluation

2022 CDBG Street Improvement Project

Plant City, Florida

Terracon Project No. H4221096

Dear Mr. Coughenour:

Terracon Consultants, Inc. (Terracon) has completed the evaluation of the various asphalt pavements (roadways) in Plant city, Florida as part of the 2022 CDBG Street Improvement project. Our proposed services were outlined in our Proposal for Asphalt Pavement Evaluation Services (Terracon’s

Proposal no. PH4221096-rev3), dated July 27, 2022. The city of Plant City authorized these services through the issuance of an Engineer Work Order No. 21-020-05D-01, July 26, 2022.

PROJECT INFORMATION

Our understanding of this project was based on the information provided in emails from Mr. Matt Benton

(City of Plant City) and during a virtual meeting. We understand that the City of Plant City is planning on resurfacing several roadways within Plant City, Florida. We have also been provided with a summary table of the roads of interest for this project as well as a plan illustrating the roads. We have also been provided with a KMZ file illustrating the three locations that will require a shallow hand auger boring

(approx. 5 feet deep) in addition to the asphalt coring.

ASPHALT PAVEMENT EVALUATION

Terracon mobilized a field technician to locate each of the proposed asphalt core locations in the field and mark & label the test location. This also included the three required hand auger test locations. A

Core Location Plan has been developed and is attached. The field technician utilized aerial photographs, as well as a handheld GPS equipment (estimated horizontal accuracy of about ±10 feet). Stationing was not provided to use for core locations. If a more precise core locations are desired, we recommend core locations be surveyed.

mailto:fcoughenour@plantcitygov.com

Report of Asphalt Pavement Evaluation Services 2022 CDBG Street Improvement Project ■ Plant City, Florida January 30, 2023 ■ Project No. H4221096

To maintain a safe work area, Terracon followed the MUCTD (Chapter 6) guidelines for “Lane Closure on a Minor Street” where the workspace is short, where road users can see the roadway beyond, and where volume is low, vehicular traffic may be self-regulating. In these areas, Terracon utilized signage and cones. In addition, each of the proposed hand auger boring locations were marked in the field and

Sunshine State One-Call was contacted to locate any underground utilities in the areas of the hand auger borings. A significant delay was experienced getting the locations cleared by the locators. We also contracted with a private-locate contractor (GeoView) to scan each of the three auger boring locations with their ground penetrating radar to verify the proposed boring locations are free of underground utilities.

Once the asphalt core locations had been cleared by the utility locators, a Terracon coring crew mobilized to the various roadways of interest to obtain asphalt core samples from the asphalt pavement.

Initially, asphalt core samples were obtained from 14 planned locations. At three of the asphalt core locations (CDBG 1, CDBG 9, and CDBG 13), a 5-foot hand auger boring was performed. The various soil layers encountered beneath the base course were documented to the boring termination depth.

We obtained the asphalt core samples utilizing an electric-powered core drill. A 4-inch diameter core bit was used to obtain the core. After the core had penetrated through the asphalt, the core was removed, and its thickness was measured. At the three hand auger boring locations, the core bit was advanced until it was felt that the base had been penetrated. The base material was then removed from the core hole and the thickness was measured. A hand auger was used to extend the boring to the planned termination depth. During the hand auger operation, a representative sample of each different soil type encountered was collected and returned to our Tampa Laboratory for classification and laboratory testing as required. The hand auger boreholes were backfilled and compacted as best as possible. The asphalt pavement was then patched with cold-mix asphalt.

A photograph of each core location, along with the road name and latitude/longitude coordinates are presented in the Asphalt Core Location Documentation (attached). Also included are the thicknesses of the asphalt section of the pavement and the type of base material. The asphalt thicknesses ranged from 1.0” at CDBG 3 on Plant Avenue to 2.8” at CDBG 1 on Lowry Avenue. The base material at each core location was determined to be crushed limerock.

Below the asphalt and limerock base, sandy soils were encountered. The Hand Auger Boring Logs are attached. Along Lowry Avenue the groundwater table was not encountered at the hand auger boring location HA-1 and at an approximate depth of 5 feet at the hand auger boring location HA-9. At the hand auger boring location HA-13 on Plum Street, the groundwater table was encountered at an approximate depth of 3.5’

COMMENTS

It should be noted that variations will occur between core locations or due to the modifying effects of construction. The nature and extent of such variations may not become evident until during or after construction. If variations appear beyond those as noted, we can provide supplemental cores.

Our Scope of Services does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials, or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken.

Our services and any correspondence are intended for the sole benefit and exclusive use of our client for specific application to the project discussed and are accomplished in accordance with generally accepted coring practices with no third-party beneficiaries intended. Any third-party access to services or correspondence is solely for information purposes to support the services provided by Terracon to our client. Reliance upon the services and any work product is limited to our client and is not intended for third parties. Any use or reliance of the provided information by third parties is done solely at their own risk. No warranties, either express or implied, are intended or made.

We hope the asphalt pavement evaluation data provided above, and included in the attachments, will be useful during the 2022 CDBG Street Improvement Project. We greatly appreciate the opportunity to provide our services to the City of Plant City. If you have any questions, please do not hesitate to contact us.

Sincerely, TERRACON CONSULTANTS, INC.

Adam Ballentine Jonathan W. Sink, P.E.

Project Engineer Senior Project Engineer

Florida License No. 47582

This report has been digitally signed and sealed by Jonathan W. Sink, P.E. on date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Attachments: Core Location Plan

Asphalt Core Location Documentation

Hand Auger Boring Logs

ATTACHMENTS

January 25, 2023 ■ Project No. H4221096

ASPHALT CORE LOCATION DOCUMENTATION

Core No. Road Name Latitude/ Longitude

Asphalt Thickness

Base Material

CDBG 1

HA-1

Lowry Avenue N28.01315 W082.1383

2.8” Limerock

Longitude

Asphalt Thickness

Base Material

CDBG 2 Lowry Avenue N28.01311

W082.1391 1.9” Limerock

Longitude

Asphalt Thickness

Base Material

CDBG 3 Plant Avenue N28.01348 W082.1401

1.0” Limerock

Longitude

Asphalt Thickness

Base Material

CDBG 4 Lowry Avenue N28.01315 W082.1406

2.6” Limerock

Longitude

Asphalt Thickness

Base Material

CDBG 5 Magnolia Street N28.01427 W082.1411

1.2” Limerock

Longitude

Asphalt Thickness

Base Material

CDBG 6 Mobley Street N28.01424 W082.1420

2.0” Limerock

Longitude

Asphalt Thickness

Base Material

CDBG 7 Lowry Avenue N28.01308 W082.1424

2.1” Limerock

Longitude

Asphalt Thickness

Base Material

CDBG 8 Fig Street N28.01424 W082.1430

2.4” Limerock

Longitude

Asphalt Thickness

Base Material

CDBG 9

HA-9

Lowry Avenue N28.01308 W082.1438

Longitude

Asphalt Thickness

Base Material

CDBG 10 Lemon Street N28.01255 W082.1440

2.4” Limerock

Longitude

Asphalt Thickness

Base Material

CDBG 11 Lemon Street N28.01414 W082.1441

2.2” Limerock

Longitude

Asphalt Thickness

Base Material

CDBG 12 Plum Street N28.01417 W082.1451

1.9” Limerock

Longitude

Asphalt Thickness

Base Material

CDBG 13

HA-13

Plum Street N28.01262 W082.1451

1.3” Limerock

Longitude

Asphalt Thickness

Base Material

CDBG 14 Lowry Avenue N28.01306 W082.1457

HAND AUGER BORING LOGS

Hand Auger No.: HA-1, CDBG 1

Road Name: Lowry Avenue

Sample No. Sample Depth Soil Description Laboratory Results

1 0” to 2 1/2” Asphalt -

2 2 1/2” to 7 1/2” Limerock -

3 10” to 4’ Gray slightly clayey fine sand (SP-SC) Moisture Content – 13.3%

Fines Content – 11.7%

4 4’ to 5’ Gray clayey fine sand (SC) Moisture Content – 17.7%

Fines Content – 23.7%

Groundwater was not encountered.

Hand Auger No.: HA-9, CDBG 9

Road Name: Lowry Avenue

Sample No. Sample Depth Soil Description Laboratory Results

1 0” to 2” Asphalt -

2 2” to 6” Limerock -

3 6” to 3’ Dark brown slightly silty fine sand

(SP-SM)

4 3’ to 5’ Gray-brown sand with light green-gray clayey fine sand (SC) Moisture Content – 15.7%

Fines Content – 21.1%

Groundwater was encountered at 5’

Hand Auger No.: HA-13, CDBG 13

Road Name: Plum Street

Sample No. Sample Depth Soil Description Laboratory Results

1 0” to 2” Asphalt -

2 2” to 6” Yellow brown sand with limerock -

3 6” to 1.5’ Dark brown fine sand (SP) -

4 1.5’ to 3’ Brown fine sand (SP) -

5 3’ to 5’ Dark brown slightly silty fine sand

(SP-SM)

Groundwater was encountered at 3.5’