Rule 14-46.001 F.A.C.

FLORIDA DEPARTMENT OF TRANSPORTATION December 14, 2016

UTILITY PERMIT

PERMIT NO:__________________________________

STATE ROAD INFORMATION

County: Section: State Road No: Beginning Mile Post: Ending Mile Post:

APPLICANT INFORMATION

The Utility Agency Owner (UAO) shall be identified in this Applicant Information Box. When the UAO is a City or County and desires to have the Utility Builder make a joint permit applicant, as prescribed in Section 2.1(4) of the 2017 Utility Accommodation Manual (UAM), the Utility Builder shall also be identified in this Applicant Information Box. A Utility Builder alone cannot apply for a utility permit without the City or County adding them as a joint applicant.

Utility Agency/Owner (UAO) Utility Builder (only applicable when the UAO is a City or County) Name: _____________________________________ Name: ______________________________________

Contact Person: _____________________________________ Contact Person: ______________________________________ Address: _____________________________________ Address: ______________________________________

City: _____________________________________ City: ______________________________________ State: _____ State: _____ Zip: _________ Zip: _________

Telephone: _____________________________________ Telephone: ______________________________________ Email: ____________________________________ Email: ______________________________________

WORK DESCRIPTION

The Applicant(s) requests permission from the Florida Department of Transportation (FDOT) to construct, operate, and maintain the utilities as described below and as depicted in the incorporated documentation.

Utility Work No: ___________________________

Additional sheets are attached and are incorporated into this permit Yes No For FDEP certification, the FDOT agency report is attached in accordance with UAM Section 2.4.1 (13) Yes No

TRAFFIC CONTROL (TCP)

The TCP will comply with the following 600 series index(es) ________________________________________________________________________ A TCP has been attached and incorporated into this permit application in compliance with UAM Section 2.4.2.

MOT Technician’s contact information (may be supplied at the two (2) business day notification to FDOT):

Name: ________________________________ Telephone ________________________ Email: _______________________________

COMMENCEMENT OF WORK

The UAO and/or Utility Builder shall commence actual construction in good faith within sixty (60) calendar days after approval of the permit application. If the beginning date is more than sixty (60) calendar days from the date of approval, the UAO and/or Utility Builder must review the permit with the FDOT Approving Engineer listed to make sure no changes have occurred to the transportation facility that would affect the permit’s continued approval. The UAO and/or Utility Builder shall make good faith efforts to expedite the work and complete the work within the calendar days indicated.

Anticipated Start Date: ___________________ Calendar days needed to completed: ________

Pasco

(727) 796-2355 ext. ______

Florida

SR 52

Tampa Bay Water

1/1/2026

15.784

2575 Enterprise Road

601, 602

33763

Tampa Bay Water Project No. 07153 Cross Bar Ranch Wellfield Water Transmission Main project includes relocation of approximately 500 LF of existing 60-inch diameter raw water transmission main across SR 52. The project is needed due to FDOT roadway expansion and proposed conflicts with FDOT utilities. The project consists of 194 LF of trenchless construction across proposed SR 52 roadway improvements along with remaining pipeline to be constructed via open cut installation ... (see work description cont. page)

2025-H-798-00264

14120000

Tampa Bay Water

Clearwater permitting@tampabaywater.org

16.695

Approved 2025-H-798-00264

James A. Meyer 10/8/2025

Florida Department of Transportation

UTILITY PERMIT

December 14, 2016

PERMIT NO:_________________________________

APPLICANT SIGNATURE

By the below signature(s) the UAO and/or Utility Builder agree(s) to construct, operate, and maintain the work as noted in the above Work Description, shown in plans and incorporated documents, in compliance with the UAM, all instructions noted in the FDOT Special Instructions Box, and special instructions incorporated into this permit. The UAO and/or Utility Builder declares, the location of all existing utilities that it owns or has an interest in, both aerial and underground, are accurately shown on the plans of the work areas. In accordance with UAM Section 2.8, the UAO and/or Utility Builder further declares that a letter of notification was delivered to the owners of other facilities within the work areas and that those listed below are the only facility owners known to be involved or potentially impacted by the proposed work.

Date Notified: Name of other facility owners (attach additional sheets if necessary).

Utility Agency/Owner Utility Builder (when applicable)

Signature: ____________________________ Date: ________________ Signature:___________________________ Date: _______________ Name (printed): _____________________________________________ Name (printed): __________________________________________ Title: ______________________________________________________ Title: ___________________________________________________

FDOT PROJECT INFORMATION

Pursuant to UAM Section 2.1(10), the utility work is within FDOT projects listed below and must have a Utility Work Schedule for each project approved prior to commencement of work within the FDOT project limits:

FDOT SPECIAL INSTRUCTIONS

In accordance with UAM Section 2.7, FDOT incorporates the below and attached special instructions into this permit.

Additional FDOT Special Instructions are attached and incorporated into this permit. Yes No

PERMIT APPROVAL

By signature below, FDOT gives permission to the UAO and /or Utility Builder to construct, operate, and maintain the utilities indicated in this Utility Permit in compliance with the UAM, all incorporated documents, and special instructions. Any changes to the approved work must be approved by the FDOT’s Approving Engineer and attached and incorporated into this permit in accordance with UAM Section 2.11.

Approving Engineer: _____________________________________________ Date: _______________ Name: _____________________________________________

Title:______________________________________________

Notification of Utility Work to be provided to: Telephone _____________________ or Email: _____________________________

An FDOT Representative is required to be present on the worksite prior to commencement of work. Yes No Rep. Name: _____________________________ Telephone _____________________ Email: _____________________________

10/8/2025

Contact FDOT James Meyer 48 hours before working in FDOT R/W 352-848-2600, to activate permit.

Provide MOT Technician “Name, Phone Number, Certification, Email Address”.

and schedule Pre-Construction Meeting.

The UAO shall have a complete copy of the approved permit at the jobsite when crews are present. 2017 UAM 2.1 (3) (DW)

Restore FDOT R/W with Sod only.

Contact Scott Brown Pasco County for locates of lighting fiber and signal conduits Pasco Cou ... (see special instructions cont. page)

10/8/2025

(352) 848-2600 ext. 2610__ james.meyer@dot.state.fl.us

James A. Meyer

James A. Meyer (digital signature) michael.mcclurg@dot.state.fl.us

JAYNA HORTON (digital signature)

Withlacoochee River Electric Cooperative1/18/2024 Frontier Communications1/18/2024 Pasco County Utilities1/18/2024 Withlacoochee River Electric Cooperative6/9/2025 Pasco County Utilities6/9/2025

JAYNA HORTON

3528482611

Michael G. Mcclurg

MAINTENANCE MANAGER/PERMITS

2025-H-798-00264

FDOT construction is proposed or underway. Refer to Financial Project Id: FDOT Project #256334-3-52-01

TBW will construct their proposed pipe, then grout-fill the existing pipe, prior to FDOT construction. FDOT Brooksville Ops has agreed that FDOT will remove the grouted pipe and will absorb the cost for that removal, during FDOT construction.

Removal pay items would be included in the Roadway plans.

This work is NOT related to an approved Utility Work Schedule.

Approved 2025-H-798-00264

Florida Department of Transportation

UTILITY PERMIT

December 14, 2016

PERMIT NO:_________________________________

CERTIFICATION

I, the undersigned UAO and/or Utility Builder, hereby CERTIFY that the utilities were constructed and inspected in compliance with the UAM all incorporated documents, and special instructions. Pursuant to UAM Section 2.11, all changes have been approved by the FDOT’s Approving Engineer and incorporated into this permit along with all other material certifications, test results, bore logs, approved plans changes, as-built plans or other required documentation.

I also CERTIFY that work began on ________________ and was completed on ________________ and that the area was left in as good or better condition than when the work began.

Utility Agency/Owner Utility Builder (when applicable)

Signature: ____________________________ Date _________________ Signature:___________________________ Date ________________ Name (printed): _____________________________________________ Name (printed): ____________________________________________ Title: ______________________________________________________ Title: ____________________________________________________

FINAL INSPECTION OF WORK

The work was inspected and found to be in non-compliance as noted below:

All issues of non-compliance listed above have been brought into compliance and/or FDOT has no outstanding issues that need to be addressed by the UAO and/or Utility Builder. However, this final inspection does not release the UAO and/or Utility Builder of their continuing responsibilities pursuant to Rule 14-46.001, the UAM, all incorporated documents, and special instructions.

FDOT Inspector: _____________________________________________ Date: _______________ Name: _____________________________________________

Title: ______________________________________________

2025-H-798-00264

Approved 2025-H-798-00264

PERMIT NO.:

The complete Work Description could not fit in the space allotted on Page 1 of the Utility Permit so it is displayed below.

Work Description work description continuation page

2025-H-798-00264

Tampa Bay Water Project No. 07153 Cross Bar Ranch Wellfield Water Transmission Main project includes relocation of approximately 500 LF of existing 60-inch diameter raw water transmission main across SR 52. The project is needed due to FDOT roadway expansion and proposed conflicts with FDOT utilities. The project consists of 194 LF of trenchless construction across proposed SR 52 roadway improvements along with remaining pipeline to be constructed via open cut installation. Exhibit A includes the project drawings and Exhibit B includes site photos. Microtunnel shafts are proposed to be located 31 LF on the north side and 105 LF on the south side of existing pavement.

Approved 2025-H-798-00264 continuation page

STATE ROAD INFORMATION:

NAME OF OTHER FACILITY OWNERS / DATE NOTIFIED:

FDOT PROJECT INFORMATION:

THE WORK WAS INSPECTED AND FOUND TO BE IN NON-COMPLIANCE AS NOTED BELOW:

Facility Name: Frontier Communications, Date Notified: 6/9/2025

FDOT construction is proposed or underway. Refer to Financial Project Id: FDOT Project #256334-3-52-01

TBW will construct their proposed pipe, then grout-fill the existing pipe, prior to FDOT construction. FDOT Brooksville Ops has agreed that FDOT will remove the grouted pipe and will absorb the cost for that removal, during FDOT construction.

Removal pay items would be included in the Roadway plans.

This work is NOT related to an approved Utility Work Schedule.

2025-H-798-00264

Approved 2025-H-798-00264

The complete special instructions could not fit in the space allotted on Page 2 of the Utility Permit so they are displayed below.

Special FDOT Instructions special instructions continuation page

Contact FDOT James Meyer 48 hours before working in FDOT R/W 352-848-2600, to activate permit.

Provide MOT Technician “Name, Phone Number, Certification, Email Address”.

and schedule Pre-Construction Meeting.

The UAO shall have a complete copy of the approved permit at the jobsite when crews are present. 2017 UAM 2.1 (3) (DW)

Restore FDOT R/W with Sod only.

Contact Scott Brown Pasco County for locates of lighting fiber and signal conduits Pasco County 727-849-6845.

For microtunnels under FDOT roadways there must be a contingency plan and dewatering plan. Contingency should have an emergency on call MOT/TTC contractor and an emergency Asphalt contractor to restore the roadway if something should happen to the microtunnel.

Provide Contingency Plan and Dewatering Plan before starting work in FDOT R/W.

FDOT recommends GPR be performed along path of microtunnel minimum of 10' on either side of the casing pipe prior to pre-drill meeting with FDOT inspector which is required.

FDOT Project #256334-3-52-01

TBW will construct their proposed pipe, then grout-fill the existing pipe, prior to FDOT construction. FDOT Brooksville Ops has agreed that FDOT will remove the grouted pipe and will absorb the cost for that removal, during FDOT construction.

Removal pay items would be included in the Roadway plans.

Enter in the FDOT’s One Stop Permitting – “Certify Construction Complete” or provide, original signed copy of Permit Application (pg. 3 of 3) and As-builts. Once construction is completed for permit close out.

2025-H-798-00264

Approved 2025-H-798-00264

TAMPA BAY WATER PROJECT No.:

DRAWING SET No.: G-1

NITA NAIK SHARMA, P.E.

LICENSE NO.

79670

NOT FOR CONSTRUCTION

PROJECT LOCATION

TAMPA BAY WATER

CROSS BAR RANCH WELLFIELD WATER TRANSMISSION MAIN

2575 Enterprise Road Clearwater, Florida 33763 Ph: 727.796.2355 www.tampabaywater.org

07153

201 North Franklin Street, Suite 1350

813.882.4373

Certificate of Authorization No.: 3952

Tampa, FL 33602 www.wadetrim.com

FINAL SUBMITTAL - SEPTEMBER 10, 2025

PROJECT NO. 07153

N.T.S.

PROJECT LOCATION:

℄ CONST. SR 52

STA. 750+20.00 =

℄ SURVEY SR 52

STA. 224+45.00

RELOCATION

EHREN

CUTOFF

STATE OF

LICENSE

P R

O

FESSIONA L ENGIN

EE

R

FLO R IDA

No. 79670

NI

TA NA IK SHA RMA

DATE: 06/12/2025

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY NITA N. SHARMA

ON THE 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.

PERMIT SET

The Individual above shall be responsible individual for following sheets included herein:

G-1, G-2, G-3, G-4 C-1, C-2, C-3, D-1, D-2, D-3, The Individual above shall be responsible individual for following sheets included herein:

CP-1, CP-2, CP-3, CP-4

Approved 2025-H-798-00264

James A. Meyer http://www.tampabaywater.org

Drawn By:

Date:

Checked By:

Design By:

Date:

Date:

APPROVED BY:

2575 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

727.796.2355

WWW.TAMPABAYWATER.ORG

DATE

Sheet No.:

TBW Project No.:

File Name:

Scale:

Sheet Designation:

OF

DESCRIPTIONREV

A

B C D E F G H

Date:

PROJECT NO. 07153

TAMPA BAY WATER

06/12/25

SEAL

201 North Franklin Street, Suite 1350

813.882.4373

Certificate of Authorization No.: 3952

Tampa, FL 33602 www.wadetrim.com

06/12/25

06/12/25

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07153

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STATE OF

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P R

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FESSIONA L ENGIN

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FLO R IDA

No. 79670

NI

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06/12/25

1. ALL ELEVATIONS SHOWN ON THE DRAWINGS AND IN THE SURVEY NOTES ARE REFERENCED TO

NORTH AMERICAN VERTICAL DATUM OF 1988. STATE PLANE COORDINATES ARE REFERENCED TO

NORTH AMERICAN DATUM OF 1983/90 (NAD 28/90).

2. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE

PREPARATION OF THESE DRAWINGS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE

CONTRACTOR SHALL OBTAIN THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING

UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION.

3. LAND SURVEY WAS OBTAINED FROM FDOT FPID 25633415201 PLANS DATED MARCH 2021.

4. UTILITIES AND STRUCTURES THAT ARE NOT SHOWN ON THE DRAWINGS TO BE REMOVED AND

REPLACED OR RELOCATED, SHALL BE PROTECTED IN PLACE AND UTILITY SERVICE SHALL BE

MAINTAINED. WHERE TEMPORARY CONFLICTS OCCUR BETWEEN EXISTING UTILITIES AND THE NEW CONSTRUCTION, PROTECT IN PLACE OR RELOCATE THE UTILITIES AND MAINTAIN UTILITY SERVICE ALL TO THE SATISFACTION OF THE UTILITY COMPANY. UTILITIES AND STRUCTURES SHOWN ON

THE DRAWINGS TO BE REMOVED AND REPLACED OR RELOCATED, SHALL CONFORM TO THE

REQUIREMENTS OF THE APPLICABLE TECHNICAL SPECIFICATIONS.

5. PROVIDE ADEQUATE, TEMPORARY THRUST RESTRAINT AT BENDS AND TEES IN EXISTING WATER

MAINS AND OTHER PRESSURIZED CONDUITS IN PROXIMITY TO EXCAVATIONS AS REQUIRED TO

PREVENT DISLODGEMENT, SEPARATION OR LEAKAGE OF THESE FACILITIES.

6. DISCHARGE OF ANY NON-CONTAMINATED WATER FROM SOIL DEWATERING OPERATIONS TO

SURFACE WATERS, IF ANY, SHALL CONFORM TO THE FDEP GENERAL PERMIT REQUIREMENTS.

7. PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT THE LOCATION OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. NOTIFY

THE VARIOUS UTILITY COMPANIES BY CALLING THE SUNSHINE ONE CALL CENTER

(1-800-432-4770) OR IF NECESSARY, BY CONTACTING THE UTILITY COMPANIES INDIVIDUALLY.

8. CONFIRM UTILITY TO UTILITY CLEARANCES, HORIZONTAL AND VERTICAL, AND PIPE JOINT LOCATIONS IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 62-555.314 AND 62-604.400.

9. THE HORIZONTAL ALIGNMENT OF THE REPLACEMENT WATER MAIN SHALL BE AS DIMENSIONED TO

THE SURVEY BASELINE ON THE DRAWINGS. THE CONTRACTOR SHALL OBTAIN A COPY OF THE

SURVEY AND LOCATE THE SURVEY BASELINE IN THE FIELD PRIOR TO CONSTRUCTION.

10. PIPE LAYING, LEAKAGE TESTING AND AS-BUILT DRAWINGS SHALL CONFORM TO ALL INFORMATION

INDICATED ON THE PLANS AND DETAILS OR PROJECT TECHNICAL SPECIFICATIONS.

11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL TREES WITHIN THE VICINITY OF

THE PROPOSED CONSTRUCTION IN ACCORDANCE WITH PASCO COUNTY PROTECTION

STANDARDS UNLESS OTHERWISE INDICATED FOR REMOVAL. PRUNING OF BRANCHES IS NOT

AUTHORIZED WITHOUT PRIOR APPROVAL FROM THE COUNTY, AND SHALL BE COMPLETED BY A

CERTIFIED ARBORIST.

12. CONTRACTOR TO COORDINATE WITH UTILITY POLE OWNERS TO PROVIDE SUPPORT DURING

CONSTRUCTION. UTILITY POLE OWNERS REPRESENTATIVE TO APPROVE SUPPORT METHOD PRIOR

TO BEGINNING EXCAVATION AROUND UTILITY POLES. ONCE WORK IN THE AREA HAS BEEN

COMPLETED, UTILITY REPRESENTATIVE SHALL INSPECT AND APPROVE FINAL GRADING PRIOR TO

SUPPORT BEING REMOVED.

13. REFER TO GENERAL REQUIREMENTS SECTION OF TECHNICAL SPECIFICATIONS FOR PERMIT

AGENCY COMMENTS.

14. ALL EXCAVATION AND BACKFILLING SHALL BE IN STRICT CONFORMANCE WITH TAMPA BAY WATER

AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.

15. WHERE CONSTRUCTION ACTIVITIES OCCUR WITHIN THE DRIP LINES OF EXISTING TREES, TREES

ARE TO BE PROTECTED PER PASCO COUNTY NATURAL RESOURCES DIVISION REQUIREMENTS.

ANY ROOT OR CANOPY TRIMMING TO FACILITATE CONSTRUCTION OF PROPOSED FACILITIES IS

TO BE PERFORMED AT THE DIRECTION OF A CERTIFIED ARBORIST.

16. ANY AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED TO THE ORIGINAL GRADE AND

SEEDED AND MULCHED.

17. ADD TEMPORARY 1" THICK STEEL PLATES TO ACT AS SHOCK PADS OVER EXISTING 60" PIPE WITHIN

PROJECT LIMITS TO PROTECT DURING CONSTRUCTION.

18. CONTACT INFORMATION:

TAMPA BAY WATER

NAME: DANIELLE KEIRSEY, PROJECT MANAGER

PHONE: (727) 791-2377

19. TAMPA BAY WATER WILL CONTINUE TO MAINTAIN OWNERSHIP OF THE GROUTED,

OUT-OF-SERVICE 60” WATER TRANSMISSION MAIN UNTIL ROADWAY PROJECT 256334-3-52-01 IS

LET, WHERE IT WILL BE REMOVED DURING ROADWAY CONSTRUCTION, BY THE UAO.

GCS-PLTS-NOTE-SHEET.DWG G-2GENERAL NOTES AND INDEX

1. CONTACT FDOT JAMES MEYER 48 HOURS BEFORE WORKING IN FDOT R/W 352-848-2600 TO

ACTIVATE PERMIT.

2. SIDEWALKS SHOULD NOT BE CLOSED FOR MORE THAN 2 WEEKS FOR THE DURATION OF THE

PERMIT. THE CONTRACTOR WILL NEED TO PROVIDE ACCOMMODATION FOR PEDESTRIANS.

3. RESTORE FDOT R/W WITH SOD ONLY.

4. CONTACT SCOTT BROWN PASCO COUNTY FOR LOCATES OF LIGHTING FIBER AND SIGNAL

CONDUITS: PASCO COUNTY 727-849-6845

5. FOR MICROTUNNELS UNDER FDOT ROADWAYS THERE MUST BE A CONTINGENCY PLAN AND

DEWATERING PLAN. CONTINGENCY SHOULD HAVE AN EMERGENCY ON CALL MOT/TTC

CONTRACTOR AND AN EMERGENCY ASPHALT CONTRACTOR TO RESTORE THE ROADWAY IF

SOMETHING SHOULD HAPPEN TO THE MICROTUNNEL.

6. FDOT RECOMMENDS GPR BE PERFORMED ALONG PATH OF MICROTUNNEL MINIMUM OF 10' ON

EITHER SIDE OF THE CASING PIPE PRIOR TO PRE-DRILL MEETING WITH FDOT INSPECTOR WHICH IS

REQUIRED.

Approved 2025-H-798-00264

Checked By:

Design By:

Date:

Date:

APPROVED BY:

2575 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

727.796.2355

WWW.TAMPABAYWATER.ORG

DATE

Sheet No.:

TBW Project No.:

File Name:

Scale:

Sheet Designation:

OF

DESCRIPTIONREV

A

B C D E F G H

Date:

PROJECT NO. 07153

TAMPA BAY WATER

06/12/25

SEAL

201 North Franklin Street, Suite 1350

813.882.4373

Certificate of Authorization No.: 3952

Tampa, FL 33602 www.wadetrim.com

06/12/25

06/12/25

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229.41' 230.01' 89.11' 89.25'

10.03' 222.34' 233.30'

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B.O.S. = BEGINNING OF SURVEY

BWF = BARBED WIRE FENCE

E.O.S. = END OF SURVEY

EXIST. = EXISTING

F.C.I.R. = FOUND CAPPED IRON ROD

FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION

F.I.P. = FOUND IRON PIPE

F.I.R. = FOUND IRON ROD

FND. N&D = FOUND NAIL AND DISK

F.M.N.D. = FOUND MAG NAIL & DISK

F.P.K.N.D. = FOUND PARKER-KALON NAIL & DISK

F.R.R.S. = FOUND RAIL ROAD SPIKE

ID. = IDENTIFICATION

LB = LICENSED BUSINESS

LF = LINEAR FOOT (FEET)

MES = MITERED END SECTION

M.O.C. = MIDDLE OF CURVE

PAVT. = PAVEMENT

P.C. = POINT OF CURVATURE

P.I. = POINT OF INTERSECTION

P.O.T. = POINT ON TANGENT

PT. = POINT

P.T. = POINT OF TANGENCY

RCP = REINFORCED CONCRETE PIPE

REF. = REFERENCE

RPS = REVOLUTION PROFESSIONAL SERVICES

S.C.I.R. = SET CAPPED IRON ROD 1/2" (RPS LB 7889)

S.C.I.R. W.P. = SET CAPPED IRON ROD 1/2" (RPSWITNES LB 7889)

SHLDR = SHOULDER

SMF = STORMATER MANAGEMENT FACILITY

S.M.N.D. = SET MAG NAIL & DISK (RPS LB 7889)

S.R. = STATE ROAD

STA. = STATION

TH = TEST HOLE

NTS = NOT TO SCALE

WATER MAIN

WATER MAIN & CASING PIPE

RECLAIMED WATER MAIN

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

BURIED TELEPHONE

BURIED FIBER OPTIC

STORM MAIN

FENCE

FDOT RIGHT OF WAY

PIPE/FENCE TO BE REMOVED

LIMITS OF DISTURBANCE

R/W

TEST HOLE

WATER CONTROL VALVE

UTILITY POLE

STORM MANHOLE

STORM STRUCTURE AND MES

CONCRETE SLAB AND POST

SOIL BORING

BUTTERFLY VALVE

CAP

TREE

TREE REMOVAL

SD

WATER

LEGEND ABBREVIATIONS SURVEY CONTROL

GCS-PLTS-LEGEND.DWG

G-3LEGEND, ABBREVIATIONS AND SURVEY CONTROL Approved 2025-H-798-00264

TBM 80003

EL.=78.30'

N=1449912.20 E=513220.22 X 660

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EXIST. FDOT R/W

PROP. FDOT R/W

TAMPA BAY WATER

50' PERMANENT

EASEMENT

O.R. 1497, PG. 751

(POSITION BASED ON

COORDINATE DATA FROM

SKETCH PREPARED

BY TAMPA BAY WATER)

TAMPA BAY WATER

50' PERMANENT EASEMENT

O.R. 1497, PG. 751

(POSITION BASED ON

COORDINATE DATA FROM

SKETCH PREPARED

BY TAMPA BAY WATER)

Drawn By:

Date:

Checked By:

Design By:

Date:

Date:

APPROVED BY:

2575 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

727.796.2355

WWW.TAMPABAYWATER.ORG

DATE

Sheet No.:

TBW Project No.:

File Name:

Scale:

Sheet Designation:

OF

DESCRIPTIONREV

A

B C D E F G H

Date:

PROJECT NO. 07153

TAMPA BAY WATER

06/12/25

SEAL

201 North Franklin Street, Suite 1350

813.882.4373

Certificate of Authorization No.: 3952

Tampa, FL 33602 www.wadetrim.com

06/12/25

06/12/25

JH

JW

TYW

NITA SHARMA

HORIZ. SCALE: 1"=20'

C

P W

W

O R

K \W

A D

E -T

R

IM

JH

O R

T O

N \D

7\

C U

P -P

LT

S-

E X

IS

T

-S U

R V

E Y

.D W

G

G -4

P

LO

T

T E

D

/1

/2

:0

P

M B

Y H

O R

T O

N , J

A Y

N A

P R

O

JE

C T

M A

N A

G E

R

N

IT

A M

. N A

IK

, P

WATER TRANSMISSION MAIN

07153

VERT. SCALE: 1"=4'

STATE OF

LICENSE

P R

O

FESSIONA L ENGIN

EE

R

FLO R IDA

No. 79670

NI

TA NA IK SHA RMA

06/12/25

G-4STATE ROAD 52

STA 10+00 TO STA 15+50

EXISTING CONDITIONS

CUP-PLTS-Exist-Survey.DWG

Approved 2025-H-798-00264

N=1449912.20 E=513220.22 X 660

℄ DRIVEWAY

751+05.21, 67.00' RT.

4'

SW

F W

1)

BW

R/ W

P

OST

GA

TE CA

TT

LE

GA

P

GA

TE

GATE

SH

EL

L

AS

PH

AL

T GATE

WOOD

SIGN DUMPSTER W/

6' WOOD FENCE

4' BWF

SD

EB

SR

(S

CH

RAD

ER

H

WY.)

WB

SR

(S

CH

RA

DER

H

WY.)

PREVIOUS

FDOT R/W

10' SHLDR.

8' SHLDR. PAVT.

PRIVATE

DRIVE

749+83.11, 132.00' LT.

MATCH EXIST.

751+67.43, 128.00' RT.

MATCH EXIST.

6" CONC. DRWY.

PER FDOT INDEX 330-001

W

AT

ER

W

AT

ERVCW

VCW

S-2035AA

.7077

.20

SM

F-

3-

4B

.10

.80

.10

SM

F-

3-

5A

.00

.907

9.4

S-267

S-265

S-268

S-270

S-269

R/ W

R/ W

R/ W

R/ W

R/ W

R/ W

R/ W

R/ W

50' TAMPA BAY

WATER EASEMENT

50' TAMPA BAY

WATER EASEMENT

42" PIPE

(BY FDOT

CONTRACTOR)

EXIST. FDOT R/W

EXIST. FDOT R/W

℄ MEDIAN OPENING

STA.751+34.89

5 LF OF 24" PIPE

(BY FDOT CONTRACTOR)

370 LF OF 42" PIPE

(BY FDOT CONTRACTOR)

305 LF OF 19" X 30" PIPE

(BY FDOT CONTRACTOR)

10' SHLDR.

8' SHLDR. PAVT.

8' SHLDR.

8' SHLDR.

4' SHLDR. PAVT.

177 LF OF 14" X 23" PIPE

(BY FDOT CONTRACTOR)

10' SHLDR.

8' SHLDR. PAVT.

10' SHLDR.

5' SHLDR. PAVT.

12' SHARED

USE PATH

SUMP

12' SHARED

USE PATH

TYPE E

C & G

VAR. WIDTH

CONC. TRAF. SEP.

(TYPE I, OPTION II)

751+46.07, 128.00' RT.

MATCH EXIST.

749+95.67, 132.00' LT.

MATCH EXIST.

GRADED DRWY. PER

FDOT INDEX

330-001

TYPE E

C & G

℄ DRIVEWAY

750+14.06, 67.00' LT.

CONCRETE SLAB W/

POST AND WIRES

METAL POST

63 LF OF 18" PIPE

(BY FDOT CONTRACTOR)

EXISTING 60" TAMPA

BAY WATER PIPELINE

PROP. FDOT R/W

EX. 36" OUTLET

TAMPA BAY WATER

50' PERMANENT

EASEMENT

O.R. 1497, PG. 751

(POSITION BASED ON

COORDINATE DATA FROM

SKETCH PREPARED

BY TAMPA BAY WATER)

TAMPA BAY WATER

50' PERMANENT EASEMENT

O.R. 1497, PG. 751

(POSITION BASED ON

COORDINATE DATA FROM

SKETCH PREPARED

BY TAMPA BAY WATER)

Drawn By:

Date:

Checked By:

Design By:

Date:

Date:

APPROVED BY:

2575 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

727.796.2355

WWW.TAMPABAYWATER.ORG

DATE

Sheet No.:

TBW Project No.:

File Name:

Scale:

Sheet Designation:

OF

DESCRIPTIONREV

A

B C D E F G H

Date:

PROJECT NO. 07153

TAMPA BAY WATER

06/12/25

SEAL

201 North Franklin Street, Suite 1350

813.882.4373

Certificate of Authorization No.: 3952

Tampa, FL 33602 www.wadetrim.com

06/12/25

06/12/25

JH

JW

TYW

NITA SHARMA

HORIZ. SCALE: 1"=20'

C

P W

W

O R

K \W

A D

E -T

R

IM

JH

O R

T O

N \D

7\ C

U P

-P

LT

S-

LO

D .D

W G

C

-1 L

IM

IT

S

P

LO

T T

E D

/1

/2

:4

P M

B Y

H O

R T

O N

, J A

Y N

A P

R O

JE

C

T M

A N

A G

E R

N

IT

A

M . N

A

IK

, P

WATER TRANSMISSION MAIN

07153

VERT. SCALE: 1"=4'

STATE OF

LICENSE

P R

O

FESSIONA L ENGIN

EE

R

FLO R IDA

No. 79670

NI

TA NA IK SHA RM

A

06/12/25

C-1STATE ROAD 52

STA 10+00 TO STA 15+50

TREE REMOVAL AND LIMITS OF DISTURBANCE

CUP-PLTS-LOD.DWG

Approved 2025-H-798-00264

N=1449912.20 E=513220.22 X 660

℄ DRIVEWAY

751+05.21, 67.00' RT.

4'

SW

F W

1)

BW

R/ W

P

OST

GA

TE CA

TT

LE

GA

P

GA

TE

GATE

SH

EL

L

AS

PH

AL

T GATE

WOOD

SIGN DUMPSTER W/

6' WOOD FENCE

4' BWF

SD

EB

SR

(S

CH

RAD

ER

H

WY.)

WB

SR

(S

CH

RA

DER

H

WY.)

PREVIOUS

FDOT R/W

10' SHLDR.

8' SHLDR. PAVT.

PRIVATE

DRIVE

749+83.11, 132.00' LT.

MATCH EXIST.

751+67.43, 128.00' RT.

MATCH EXIST.

6" CONC. DRWY.

PER FDOT INDEX 330-001

W

AT

ER

W

AT

ERVCW

VCW

S-2035AA

.7077

.20

SM

F-

3-

4B

.10

.80

.10

SM

F-

3-

5A

.00

.907

9.4

S-267

S-265

S-268

S-270

S-269

R/ W

R/ W

R/ W

R/ W

R/ W

R/ W

R/ W

R/ W

50' TAMPA BAY

WATER EASEMENT

50' TAMPA BAY

WATER EASEMENT

42" PIPE

(BY FDOT

CONTRACTOR)

EXIST. FDOT R/W

EXIST. FDOT R/W

℄ MEDIAN OPENING

STA.751+34.89

5 LF OF 24" PIPE

(BY FDOT CONTRACTOR)

370 LF OF 42" PIPE

(BY FDOT CONTRACTOR)

305 LF OF 19" X 30" PIPE

(BY FDOT CONTRACTOR)

10' SHLDR.

8' SHLDR. PAVT.

8' SHLDR.

8' SHLDR.

4' SHLDR. PAVT.

177 LF OF 14" X 23" PIPE

(BY FDOT CONTRACTOR)

10' SHLDR.

8' SHLDR. PAVT.

10' SHLDR.

5' SHLDR. PAVT.

12' SHARED

USE PATH

SUMP

12' SHARED

USE PATH

TYPE E

C & G

VAR. WIDTH

CONC. TRAF. SEP.

(TYPE I, OPTION II)

751+46.07, 128.00' RT.

MATCH EXIST.

749+95.67, 132.00' LT.

MATCH EXIST.

GRADED DRWY. PER

FDOT INDEX

330-001

TYPE E

C & G

℄ DRIVEWAY

750+14.06, 67.00' LT.

CONCRETE SLAB W/

POST AND WIRES

METAL POST

63 LF OF 18" PIPE

(BY FDOT CONTRACTOR)

EXISTING 60" TAMPA

BAY WATER PIPELINE

PROP. FDOT R/W

EX. 36" OUTLET

TAMPA BAY WATER

50' PERMANENT

EASEMENT

O.R. 1497, PG. 751

(POSITION BASED ON

COORDINATE DATA FROM

SKETCH PREPARED

BY TAMPA BAY WATER)

TAMPA BAY WATER

50' PERMANENT EASEMENT

O.R. 1497, PG. 751

(POSITION BASED ON

COORDINATE DATA FROM

SKETCH PREPARED

BY TAMPA BAY WATER)

C-2STATE ROAD 52

PLAN

STA 10+00 TO STA 15+50

Drawn By:

Date:

Checked By:

Design By:

Date:

Date:

APPROVED BY:

2575 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

727.796.2355

WWW.TAMPABAYWATER.ORG

DATE

Sheet No.:

TBW Project No.:

File Name:

Scale:

Sheet Designation:

OF

DESCRIPTIONREV

A

B C D E F G H

Date:

PROJECT NO. 07153

TAMPA BAY WATER

06/12/25

SEAL

201 North Franklin Street, Suite 1350

813.882.4373

Certificate of Authorization No.: 3952

Tampa, FL 33602 www.wadetrim.com

06/12/25

06/12/25

JH

JW

TYW

NITA SHARMA

HORIZ. SCALE: 1"=20'

C

P W

W

O R

K \W

A D

E -T

R

IM

JH

O R

T O

N \D

7\ C

U P

-P

LT

S- P

LA

N

.D W

G

C -2

P

LA

N

P

LO

T T

E D

/1

/2

:4

P M

B Y

H O

R T

O N

, J A

Y N

A P

R O

JE

C

T M

A N

A G

E R

N

IT

A

M . N

A

IK

, P

WATER TRANSMISSION MAIN

07153

VERT. SCALE: 1"=4'

STATE OF

LICENSE

P R

O

FESSIONA L ENGIN

EE

R

FLO R IDA

No. 79670

NI

TA NA IK SHA RM

A

06/12/25

CUP-PLTS-PLAN.DWG

Approved 2025-H-798-00264

STATE ROAD 52

PROFILE

STA 10+00 TO STA 15+50

C-3

HORIZ. SCALE: 1"=20'

VERT. SCALE: 1"=4'

Drawn By:

Date:

Checked By:

Design By:

Date:

Date:

APPROVED BY:

2575 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

727.796.2355

WWW.TAMPABAYWATER.ORG

DATE

Sheet No.:

TBW Project No.:

File Name:

Scale:

Sheet Designation:

OF

DESCRIPTIONREV

A

B C D E F G H

Date:

PROJECT NO. 07153

TAMPA BAY WATER

06/12/25

SEAL

201 North Franklin Street, Suite 1350

813.882.4373

Certificate of Authorization No.: 3952

Tampa, FL 33602 www.wadetrim.com

06/12/25

06/12/25

JH

JW

TYW

NITA SHARMA

HORIZ. SCALE: 1"=20'

C

P W

W

O R

K \W

A D

E -T

R

IM

JH

O R

T O

N \D

7\ C

U P

-P

LT

S- P

LA

N

.D W

G

C -3

P R

O

FI

LE

P

LO

T T

E D

/1

/2

1:

A

M B

Y H

O R

T O

N , J

A Y

N A

P R

O

JE

C T

M A

N A

G E

R

N

IT

A M

. N A

IK

, P

WATER TRANSMISSION MAIN

07153

VERT. SCALE: 1"=4'

STATE OF

LICENSE

P R

O

FESSIONA L ENGIN

EE

R

FLO R IDA

No. 79670

NI

TA NA IK SHA RM

A

06/12/25

CUP-PLTS-PLAN.DWG

Approved 2025-H-798-00264

TEST STATION SCHEDULE

NO. PIPELINE/STREET NAME STATION TEST STATION TYPE NUMBER OF ANODES TYPE OF ANODES NOTES REFERENCE DETAILS

1 60" STEEL TRANSMISSION MAIN 10+27 IJTS N/A N/A BEGINNING OF PIPELINE, CONNECTING TO

EXISTING 60" PCCP PIPE 1/CP.02, 2/CP.02

2 60" STEEL TRANSMISSION MAIN 10+60 ATS 12 HIGH-POTENTIAL MAGNESIUM (60 LB) 3/CP.02, 4CP.02

3 60" STEEL TRANSMISSION MAIN 11+77 CTS

N/A N/A 60" PROJECT TRANSMISSION MAIN AND

BEGINNING OF 195' CASING 1/CP.03, 2/CP.03

4 60" STEEL TRANSMISSION MAIN 13+71 CTS

N/A N/A 60" PROJECT TRANSMISSION MAIN AND END

OF 195' CASING 1/CP.03, 2/CP.03

5 60" STEEL TRANSMISSION MAIN 14+80 ATS 12 HIGH-POTENTIAL MAGNESIUM (60 LB) 3/CP.02, 4CP.02

6 60" STEEL TRANSMISSION MAIN 14+94 IJTS

N/A N/A END OF PIPELINE, CONNECTING TO EXISTING

60" PCCP PIPE 1/CP.02, 2/CP.02

V&A Consulting Engineers, Inc.

8600 Hidden River Pkwy, Suite 550 Tampa, FL 33637 Tel. (813) 977-6005 Cert. of Authorization No. 33080 - L.B. #8512 V&A Project No.: 23-0096

2/28/2027

Approved 2025-H-798-00264

Checked By:

Design By:

Date:

Date:

APPROVED BY:

2575 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

727.796.2355

WWW.TAMPABAYWATER.ORG

DATE

File Name:

Scale:

DESCRIPTIONREV

A

B C D E F G H

Date:

12/2024

SEAL

12/2024

X/X/XX

AV

AV

XXX

GLENN WILLSON

NTS

23-0096 CP DETAILS.DWG

BY

V&A Consulting Engineers, Inc.

8600 Hidden River Pkwy, Suite 550 Tampa, FL 33637 Tel. (813) 977-6005 Cert. of Authorization No. 33080 - L.B. #8512 V&A Project No.: 23-0096

Sheet Designation:

TBW Project No.:

Sheet No.:

OF 14

07153

CATHODIC PROTECTION DETAILS

FINAL SUBMITTAL

6/2025

CP-2

2/28/2027

Approved 2025-H-798-00264

Checked By:

Design By:

Date:

Date:

APPROVED BY:

2575 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

727.796.2355

WWW.TAMPABAYWATER.ORG

DATE

File Name:

Scale:

DESCRIPTIONREV

A

B C D E F G H

Date:

12/2024

SEAL

12/2024

X/X/XX

AV

AV

XXX

GLENN WILLSON

NTS

23-0096 CP DETAILS.DWG

BY

V&A Consulting Engineers, Inc.

8600 Hidden River Pkwy, Suite 550 Tampa, FL 33637 Tel. (813) 977-6005 Cert. of Authorization No. 33080 - L.B. #8512 V&A Project No.: 23-0096

Sheet Designation:

TBW Project No.:

Sheet No.:

OF 14

07153

CATHODIC PROTECTION DETAILS

FINAL SUBMITTAL

6/2025

CP-3

102/28/2027

Approved 2025-H-798-00264

Checked By:

Design By:

Date:

Date:

APPROVED BY:

2575 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

727.796.2355

WWW.TAMPABAYWATER.ORG

DATE

File Name:

Scale:

DESCRIPTIONREV

A

B C D E F G H

Date:

12/2024

SEAL

12/2024

X/X/XX

AV

AV

XXX

GLENN WILLSON

NTS

23-0096 CP DETAILS.DWG

BY

V&A Consulting Engineers, Inc.

8600 Hidden River Pkwy, Suite 550 Tampa, FL 33637 Tel. (813) 977-6005 Cert. of Authorization No. 33080 - L.B. #8512 V&A Project No.: 23-0096

Sheet Designation:

TBW Project No.:

Sheet No.:

OF 14

07153

CATHODIC PROTECTION DETAILS

FINAL SUBMITTAL

6/2025

CP-4

112/28/2027

Approved 2025-H-798-00264

TYPE I

AIR VALVE ASSEMBLY DETAIL

NO SCALE

DUPLEX BODY

COMBINATION AIR VALVE DETAIL

NO SCALE

WATER MAINS

PLAN

BLOW-OFF ASSEMBLY DETAILS

NO SCALE

BUTTERFLY VALVE DETAIL

NO SCALE

I.D. PLATE DETAILS

NO SCALE

SECTIONPLAN

VALVE PAD OR TEST STATION PAD DETAILS

NO SCALE

TRENCH DETAIL

BACKFILL & COMPACTION

NO SCALE

END VIEW

TUNNEL LINER INSTALLATION WITH CASING INSULATORS

NO SCALE

TUNNEL/CASING

LINER SCHEDULE

60" WM 54" WM 42" WM

STEEL

TYPICAL TRENCH SECTION A

NO SCALE

Drawn By:

Date:

Checked By:

Design By:

Date:

Date:

APPROVED BY:

2575 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

727.796.2355

WWW.TAMPABAYWATER.ORG

DATE

Sheet No.:

TBW Project No.:

File Name:

Scale:

Sheet Designation:

OF

DESCRIPTIONREV

A

B C D E F G H

Date:

PROJECT NO. 07153

TAMPA BAY WATER

06/12/25

SEAL

201 North Franklin Street, Suite 1350

813.882.4373

Certificate of Authorization No.: 3952

Tampa, FL 33602 www.wadetrim.com

06/12/25

06/12/25

JH

JW

TYW

NITA SHARMA

HORIZ. SCALE: 1"=20'

C

P W

W

O R

K \W

A D

E -T

R

IM

JH

O R

T O

N \D

7\

G D

T -P

LT

S-

D E

T A

IL

-S

H E

E T

.D W

G

D -1

P

LO

T

T E

D

/1

/2

:0

P

M B

Y H

O R

T O

N , J

A Y

N A

P R

O

JE

C T

M A

N A

G E

R

N

IT

A M

. N A

IK

, P

WATER TRANSMISSION MAIN

07153

VERT. SCALE: 1"=4'

STATE OF

LICENSE

P R

O

FESSIONA L ENGIN

EE

R

FLO R IDA

No. 79670

NI

TA NA IK SHA RMA

06/12/25

GDT-PLTS-DETAIL-SHEET.DWG

TAMPA BAY WATER STANDARD DETAILS D-1

Approved

2025-H-798-00264

Checked By:

Design By:

Date:

Date:

APPROVED BY:

2575 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

727.796.2355

WWW.TAMPABAYWATER.ORG

DATE

Sheet No.:

TBW Project No.:

File Name:

Scale:

Sheet Designation:

OF

DESCRIPTIONREV

A

B C D E F G H

Date:

PROJECT NO. 07153

TAMPA BAY WATER

06/12/25

SEAL

201 North Franklin Street, Suite 1350

813.882.4373

Certificate of Authorization No.: 3952

Tampa, FL 33602 www.wadetrim.com

06/12/25

06/12/25

JH

JW

TYW

NITA SHARMA

HORIZ. SCALE: 1"=20'

C

P W

W

O R

K \W

A D

E -T

R

IM

JH

O R

T O

N \D

7\

G D

T -P

LT

S-

D E

T A

IL

-S

H E

E T

.D W

G

D -2

P

LO

T

T E

D

/1

/2

:0

P

M B

Y H

O R

T O

N , J

A Y

N A

P R

O

JE

C T

M A

N A

G E

R

N

IT

A M

. N A

IK

, P

WATER TRANSMISSION MAIN

07153

VERT. SCALE: 1"=4'

STATE OF

LICENSE

P R

O

FESSIONA L ENGIN

EE

R

FLO R IDA

No. 79670

NI

TA NA IK SHA RMA

06/12/25

NOTE:

1. THIS PROFILE IS INTENDED FOR SHOWING THE APPROXIMATE LOCATIONS OF EXISTING

APPURTENANCES AS RELATED TO REMOVAL OF WATER FROM WITHIN THE PIPE DURING

CONSTRUCTION. THE ELEVATIONS OF THE 60" WATER TRANSMISSION MAIN FOR TAMPA BAY

WATER WAS BASED ON THE FOLLOWING RECORD DRAWINGS: PROJECT NO. 404-78-0153

PREPARED BY CDM (5-19-81).

GDT-PLTS-DETAIL-SHEET.DWG

CONDENSED PROFILE D-2

HORIZ. SCALE: 1"=1,000' VERT. SCALE: 1"=5'

2. CONTRACTOR TO SUBMIT PIPELINE CONTENTS DEWATERING PLAN FOR APPROVAL

BY THE ENGINEER. SHOW ACCESS POINTS AS WELL AS ALL APPURTENANCES

TO BE OPERATED.

Approved 2025-H-798-00264

Checked By:

Design By:

Date:

Date:

APPROVED BY:

2575 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

727.796.2355

WWW.TAMPABAYWATER.ORG

DATE

Sheet No.:

TBW Project No.:

File Name:

Scale:

Sheet Designation:

OF

DESCRIPTIONREV

A

B C D E F G H

Date:

PROJECT NO. 07153

TAMPA BAY WATER

06/12/25

SEAL

201 North Franklin Street, Suite 1350

813.882.4373

Certificate of Authorization No.: 3952

Tampa, FL 33602 www.wadetrim.com

06/12/25

06/12/25

JH

JW

TYW

NITA SHARMA

HORIZ. SCALE: 1"=20'

C

P W

W

O R

K \W

A D

E -T

R

IM

JH

O R

T O

N \D

7\

G D

T -P

LT

S-

D E

T A

IL

-S

H E

E T

.D W

G

D -3

P

LO

T

T E

D

/1

/2

:0

P

M B

Y H

O R

T O

N , J

A Y

N A

P R

O

JE

C T

M A

N A

G E

R

N

IT

A M

. N A

IK

, P

WATER TRANSMISSION MAIN

07153

VERT. SCALE: 1"=4'

STATE OF

LICENSE

P R

O

FESSIONA L ENGIN

EE

R

FLO R IDA

No. 79670

NI

TA NA IK SHA RMA

06/12/25

NOTE:

1. THIS PROFILE IS INTENDED FOR SHOWING THE APPROXIMATE LOCATIONS OF EXISTING

APPURTENANCES AS RELATED TO REMOVAL OF WATER FROM WITHIN THE PIPE DURING

CONSTRUCTION. THE ELEVATIONS OF THE 60" WATER TRANSMISSION MAIN FOR TAMPA BAY

WATER WAS BASED ON THE FOLLOWING RECORD DRAWINGS: PROJECT NO. 404-78-0153

PREPARED BY CDM (5-19-81).

GDT-PLTS-DETAIL-SHEET.DWG

CONDENSED PROFILE D-3

HORIZ. SCALE: 1"=1,000' VERT. SCALE: 1"=5'

2. CONTRACTOR TO SUBMIT PIPELINE CONTENTS DEWATERING PLAN FOR APPROVAL

BY THE ENGINEER. SHOW ACCESS POINTS AS WELL AS ALL APPURTENANCES

TO BE OPERATED.

Approved 2025-H-798-00264

SPECIAL PROVISIONS

This Permit subject to the following provisions, conditions and stipulations: This Permit issuances DOES NOT in any way approve the applicant’s plan.

1. Notification: Contact the Florida Department of Transportation (FDOT) 48 hours before starting construction. (A pre-construction meeting and liability insurance is required for all permits –see Permit Category, Permit page 1, part 1 Permit Information).

Contact: James Meyer, Permits Manager OR Brooksville Operations Program Engineer 16411 Spring Hill Dr. Brooksville, FL.34604 * 352- 848-2600 Monday -Thursday 7:00 A.M. to 5:30 P.M.

2. Work and Material Standards -Specifications: The FDOT standards, specifications and Permit take priority over the permittee’s plans. All construction work and materials must (mandatory) be FDOT certified and in conformance with the latest edition of the FDOT Standard Plans for Road and Bridge Construction (Standard Plans), Utility Accommodation Manual, Standard Specifications (Spec.s), Florida Design Manual and Flexible Pavement Design Manual for New Construction and Pavement Rehabilitation.

3. Maintenance of Traffic: All Maintenance of Traffic (TTC) signs and markings (including for bicycles, sidewalks and pedestrians), for lane/road closures, detours and right of way work for construction and/or maintenance must be in conformance with the Standard Plans 102 - 600 series (use appropriate SP for the work type - multi or two lanes, urban or rural roadways). All work only during daytime unless otherwise approved, and off-peak work hours may be required. All night work or overnight MOT must be approved by the FDOT. Submit lane closure calculations as required.

All MOT must be set up and maintained by a certified MOT work site safety supervisor.

4. Driveway/Connection Design: The driveway must be in conformance with the Standard Plans 000-515 (Rural or Urban) including the radius, slopes and remove/replace the paved shoulder in front of the driveway (see Pavement Structure) to a matching roadway structural section. The driveway profile grade maximum is 10% for commercial and 28% for residential. Urban flared driveway with sidewalk must have the correct walkaround, flares, slopes, ramps and detectable warnings. See Standard Plans 522-001, 522-002 and 000-515 sheets 2,3,4 of 7.

5. Roadway Widening Design: All rural or urban roadway widening for more lanes in conjunction with a driveway must match existing roadway and slope (usually 2-3%) with a 11 feet wide outside paved shoulder (usually 5 feet wide with 6% slope paved and 6 feet wide 6% slope unpaved shoulder, left turn lane shoulders match existing median shoulders). The shoulder front ditch slope is usually 1 (rise) to 6 (run). Maintain clear recovery zone distances and if required use guardrails and handrails for excessive slopes and obstructions. The widening approach solid/skip striping pattern must be in conformance with Standard Plan 711-001, sheet 5-14.

6. Drainage - Mitered End Sections: All project drainage should be away from the FDOT roadway and right-of-way. The connection must drain away from the roadway for at least 5 feet. A Drainage Permit or exemption is required for any drainage work within or discharge to the FDOT right of way. The driveway and mitered end section (Standard Plan 430-022) including (correctly sized with beveled/radii corners and splash pads), pipe size and type, shoulder width and 1v:4h side slopes must be in conformance with Standard Plan 430-022, 430-001 and 000-515. All other drainage work and materials must be in conformance with F.D.M. and Standard Plan 425-001 to 524-001.

7. Construction Stages –Time Period: The permittee’s engineer is responsible for inspection. All construction must be done in stages with each stage (for example) subgrade, base, etc. inspected and approved by the FDOT (or the inspection must be waived by the FDOT) before starting the next stage. Complete the construction in a timely manner and within one year of issuance as noted on the permit.

8. Turn Lanes - Sight Distance: The median opening and spacing, left turn lane transitions, queues and lengths must be in conformance with FDM. The sight distance and length must be in conformance with FDM.

9. Signs and Striping: All traffic signs, striping, raised pavement markers and pavement markings must be in conformance with FDOT Standard Plan 11000 and 17000 series. See Standard Plan for pavement markings, thermoplastic and traffic signs. Apply thermoplastic 14 days (no wait for concrete) after paving and apply interim striping until thermoplastic is applied. Remove existing striping by mill and resurface with matching asphalt (water blasting and grinding are not allowed). A rural commercial driveway must have at a minimum a high intensity reflective 36” R1-1 STOP sign with a 24” wide stop bar located between 12-25 feet away from the roadway.

10. Sod and Erosion Control: All areas in the right of way disturbed during construction must be restored, compacted, sodded and watered in conformance with the Standard Specifications, Section 104 and Standard Plan 570-001, 570-010. Excess shoulder lime rock must be removed or mixed with a sufficient amount of soil and fertilizer to ensure growth. During construction install erosion control, silt fences, turbidity barriers etc. in conformance with Standard Specifications, Section 104, NPDES/DEP and SWPPP (Stormwater permit/plan) requirements.

11. Pavement: The mainline widening etc. (and the mainline shoulder in front of the connection must be removed and replaced), MUST match the mainline thickness, type of stabilization, base and structural course, friction course (FC), and aggregates etc. (course or fine graded), unless otherwise directed by the FDOT/engineer. Submit approved testing laboratory certification for the design mix and density test results.

The density tests must be a minimum of 3 per section of widening for each lift, unless otherwise directed by the FDOT/engineer. The paving seam lines must align with striping, and if needed use compatible mill and overlay, resurface, leveling etc., over entire existing roadway to reduce old/new pavement joints. Driveway Pavement: The minimum driveway pavement section: (this driveway pavement is not for the mainline and does not replace a better or match existing pavement or as specified by the FDOT/engineer. For roadway widening see Pavement Design Manual design criteria; traffic volumes, rural/urban, multi/single lanes, loads, soil, speed etc.):

A. Sub-base: Stabilized 12 inch below the base* or Skip to Option A-1

Base: 8-inch-thick primed lime rock (double course – 4-inch lifts) or B-12.5 (Superpave asphalt base) if required Surface: 1.5-inch-thick asphalt type SP or type S (and **FC shoulder as needed) (and/or match existing structural & FC)

A-1. Sub-base: No sub grade is required Base: 12-inch-thick primed lime rock (6-inch lifts) * or B-12.5 (Superpave asphalt) if required (1.5 x 8" = 12" base)

Surface: 1.5-inch-thick asphalt surface type SP or type S and **FC as needed (and/or match existing structural & FC) or B. Sub-base: No compaction specified*

Base: 8-inch-thick Sand Asphalt Hot Mix (triple course – 3 lifts) 800 lb. stability Surface: 1.5-inch-thick asphalt type SP or type S and **FC as needed or C. 6-inch-thick of FDOT approved Class I 3000 psi concrete (6” for traffic bearing & 4” for sidewalk) on suitable soil with expansion joints as required. See Standard Specifications 346 and 350

* The sub-base (stabilization) must extend 4 inches beyond the base above and/or the base must extend 4 inches beyond the pavement section above (or 4 inches beyond back of curb) **The FC may not be required on low volume/speed driveways beyond the mainline shoulder, providing the mainline and driveway surface difference (“lip”) does not exceed the limit.

12. Lime rock Base: The lime rock base material must be from a FDOT approved source. At no time must a lift course thickness exceed 6 inches. The lime rock base must be in conformance with FDOT Design Standards 514 and Standard Specifications, Section 200. The Type B-12.5 asphalt black base may be required by the FDOT to expedite work or for wet conditions etc.

13. Site/Other Approvals/Permits: The permittee must comply with all federal, state, county and local ordinances with proof of local site plan approval, Southwest Florida Water Management District and Turnpike District permits/approval, utility company notifications/locates and coordination with other FDOT projects etc. This connection must not be of any cost to the FDOT or interfere with other or FDOT projects.

14. Easements/Dedications: The permittee/engineer must ensure that all easements and dedications are recorded and submitted to FDOT before final acceptance of the permit.

15. Quality Control and Acceptance: The permittee and/or permittee’s engineer is/are responsible for inspecting the work and materials and meet all FDOT indices, standards, specifications, conditions, qualified/approved/certified products and provisions of the permit. Submit a Record Drawings Report by Permittee’s Professional Engineer (FDOT form 850-040-19) and AS BUILTS (if needed). The permit issuance

FORM 08

DISTRICT MAINTENANCE

Approved 2025-H-798-00264

07/2005

Approved 2025-H-798-00264 does not relieve the permittee, contractor and engineer from complying with FDOT requirements. The FDOT must accept the driveway BEFORE the driveway may be used. G:\PermitACCESS\Brooksville Forms\Permit Attachments - FDOT Attach this for permit issueance\PERMIT ATTACHMENT Special Provisions.doc

FORM 08

DISTRICT MAINTENANCE

07/2005

Approved 2025-H-798-00264

STATE ROAD

194 LF OF 60” STEEL

TRANSMISSION MAIN IN 78”

CASING PIPE BY

MICROTUNNEL

Looking south at State Road 52

DRIVEWA

Y

SOUTHWEST FLORIDA

WATER MANAGEMENT

DISTRICT, 2379 BROAD ST

Approved 2025-H-798-00264

Looking east at State Road 52

194 LF OF 60” STEEL

TRANSMISSION MAIN IN 78”

CASING PIPE BY

MICROTUNNEL

Approved 2025-H-798-00264

Looking west at State Road 52

194 LF OF 60” STEEL

TRANSMISSION MAIN IN 78”

CASING PIPE BY

MICROTUNNEL

Approved 2025-H-798-00264

Looking south at State Road 52

DRIVEWA

Y

194 LF OF 60” STEEL

TRANSMISSION MAIN IN 78”

CASING PIPE BY

MICROTUNNEL

SOUTHWEST FLORIDA

WATER MANAGEMENT

DISTRICT, 2379 BROAD ST

Approved 2025-H-798-00264

Looking north at State Road 52

DRIVEWA

Y

194 LF OF 60” STEEL

TRANSMISSION MAIN IN 78”

CASING PIPE BY

MICROTUNNEL

SOUTHWEST FLORIDA

WATER MANAGEMENT

DISTRICT, 2379 BROAD ST

Approved 2025-H-798-00264

Meeting Minutes

Cross Bar Ranch Wellfield Water Transmission Main –

Utility Conflict Tampa Bay Water Project No. 07153 –

Coordination Meeting July 30, 2025

3:30 PM– 4:30 PM

Teams Meeting

Item Action On

1. Attendees –

a. Tampa Bay Water: Danielle Keirsey; Justin Fox

b. FDOT: Sally Prescott; Rohan Abraham; Mark Chianese; Joe

Goddard; Tyler Matthews; James Meyer; Ashley Miller

c. Wade Trim: Nita Sharma; Jayna Horton

2. Discussion

a. The attendees went through introductions.

b. Danielle Keirsey ran through the initial considerations Tampa Bay

Water focused on during the design of the 60” transmission main replacement across SR 52. The approach to remove the existing 60” pipe up until the current FDOT ROW and fill and grout the pipe under the roadway was taken to minimize impact to SR 52. Danielle also highlighted the intention of Tampa Bay Water to complete the relocation prior to FDOT beginning construction, therefore leaving the pipe filled and grouted for FDOT to remove as they move through with their project. This mindset was also taken to eliminate multiple contractors in the field for more efficient construction.

c. Sally Prescott brought up the concern of leaving the existing 60” transmission main in the roadway initially came from the Maintenance department. She also posed the question of constructability and price issues if the pipe were to remain filled and grouted in the roadway.

d. Tyler Matthews and Joe Goddard both confirmed if the plans noted the grouted pipe, FDOT would have the necessary equipment on site to remove. This should not affect constructability of the FDOT project. Ron Abraham noted the necessity of the Project Manager accepting the additional cost.

Wade Trim and Tampa

Bay Water to adjust

CLSM specification prior to bidding.

2025-H-798-00264

Item Action On

e. Justin Fox stated Tampa Bay Water would be willing to do CLSM grout to make it easier for the contractor to excavate. Nita Sharma confirmed the grouted pipe would be excavatable.

f. Sally Prescott also asked about the additional MOT required for pipe removal. Tyler Matthews responded that the pipe removal would not heavily impact current MOT plans and the FDOT project could be phased to limit traffic.

g. Tyler Matthews mentioned looking into a UWHCA agreement for handling the cost of pipe removal. Justin Fox responded that Tampa

Bay Water would have to look into the original agreement between

FDOT and Tampa Bay Water when the existing 60” pipe was constructed. The pipe pre-dates current FDOT regulations.

h. Danielle Kiersey states Tampa Bay Water did not anticipate this additional cost for pipe removal and would have to discuss internally before committing to anything.

i. Sally Prescott will remain the point of contact.

j. Note after the meeting FDOT confirmed that FDOT will absorb the cost of pipeline removal withing FDOT’s roadway contract. See attached email dated 7/30/25.

Sally Prescott to send the UWHCA to Tampa

Bay Water.

“The above notes represent the writer’s understanding of the items discussed and conclusions reached at the meeting. Please notify the writer immediately if your understanding is different.

A clarification or correction will be issued to all parties. This document will be considered accurate if no corrections or…