10-E2. UTILITY COORDINATION.pdf

November 13, 2024

Ms. Erin Swanson Pasco County 5418 Sunset Road New Port Ritchie, FL 34652

RE: Project No.: 23006.00 County: Pasco County Description: Darlington Road Sidewalk Improvements Utility Clearance Certifications

Dear Ms. Swanson, This is to certify that all utility work has been completed or that all necessary arrangements have been made to undertake and complete this project as required for proper coordination with the physical construction schedule.

The package includes appropriate notification, which identifies all utility work, including the status and/or schedule for completion for each company involved within the limits of this project. The following utilities and their involvement are listed as follows:

Utility Relocation Schedules

1. Frontier (0 days Prior to Construction / 8 days During Construction)

2. Florida Government Utility Agency (0 days Prior to Construction / 2 days During Construction)

No Conflict Letters / Statement:

1. Clearwater Gas

2. Duke Distribution

3. MCI

4. Spectrum

5. Sunshine Water Services

6. Zayo

Utility Work Agreements – N/A

Utility Work by Highway Contractor Agreements – N/A

23006.00

Description: Darlington Road Sidewalk Improvements Utility Clearance Certifications

A. Mark Atkinstall, PE, MS Senior Project Manager /Utility Coordination Manager

AMA:

P:\PR62052\Doc\6. Disciplines\6.11 Utilities\6.11.7 Correspondence\Utility Certification Package

Cc: Steven Bronzell, P.E.

Pasco County County Road: N/A

Project Number: 23006.00 Project Name: Darlington Road Sidewalk Improvements

Utility Agency/Owner (UAO):

NON-CONSTRUCTION ITEMS

ESTIMATED

*CALENDAR DAYS

CONSTRUCTION ITEMS

ESTIMATED

*CALENDAR DAYS

Total Preliminary 0 Prior to County Project Construction 0

Total Material Procurement 0 During County Project Construction 8

Total Right-of-Way Acquisition 0 As-Built Information _____________

Total Other 0 * Calendar Days = UAO Work Days x 7/5 and takes into consideration simultaneous activities listed on Part “C” of this Schedule

This document has been developed as the method for a Utility Agency/Owner (UAO) to transmit to Pasco County, the roadway contractor, and other right-of-way users, the location, relocation, adjustment, installation, and/or protection of facilities, on this Pasco County project. The following data is based on the plans dated September 2024.

Any deviation by Pasco County or its Contractor from plans, as provided may render this work schedule null and void.

UAO Project Representative: Scott Hand Telephone Number: 813-431-0328

UAO Field Representative: Vince Theodosis Telephone Number: 727-942-8326

This document is a printout of a Pasco County form maintained in an electronic format and all revisions thereto by the UAO in the form of additions, deletions or substitutions are reflected only in an Appendix entitled “Changes to Form Document” and no change is made in the text of the document itself. Hand notations on affected portions of this document may refer to changes reflected in the above-named Appendix but are for reference purposes only and do not change the terms of the document. By signing this document, the UAO hereby represents that no change has been made to the text of this document except through the terms of the Appendix entitled “Changes to Form Document”.

You MUST signify by selecting or checking which of the following applies:

X No changes to forms document.

Appendix “Changes to Forms Document” is attached. Number of Attachment Pages.

Authorized Utility Agent: Engineer of Record (EOR): Acceptance by Pasco County:

Scott Hand

(Signature) (Signature) (Signature)

Scott Hand

(Printed Name) (Printed Name) (Printed Name)

Frontier Network Engineer

(Title) (Title) (Title)

10/29/24

(Date) (Date) (Date)

X

11/8/2024

Engineer of Record

Steven Bronzell, P.E.

Special Conditions and Constraints

Frontier and Frontier Contractors’ normal business hours are from 8am to 5pm, Monday through Friday (excluding Holidays).

Any work outside of normal business hours to be scheduled a minimum of 72 hours in advance.

Extreme caution is to be used when excavating near or around Frontier facilities.

Frontier inspector is to be the point of contact during construction and to be notified when working within 2’ of Frontier facilities. Vince Theodosis 727-942-8326 Steve.Theodosis@ftr.com

Frontier is to have access throughout the duration of the project to monitor and maintain facilities for the ability to provide service.

C. Disposition of Facilities (List All Existing & Proposed) on Project

TYPE / SIZE /

MATERIAL / OFFSET

TO BASELINE FROM

STA TO STA

DESCRIPTION

OF

UTILITY WORK

DEPENDENT

ACTIVITIES

M.O.T.

PHASE

NUMBER

CONSECUTIVE

CALENDAR

DAYS

Prior During

HANDHOLE

STA.12+80,24’LT

ADJUST HANDHOLE TO GRADE FINAL GRADE STAKES FOR THE

SIDEWALK BY THE

CONTRACTOR

PH I 1

HANDHOLE

STA.13+50,24’LT

ADJUST HANDHOLE TO GRADE FINAL GRADE STAKES FOR THE

SIDEWALK BY THE

CONTRACTOR

PH I 1

HANDHOLE

STA.15+90,24’LT

ADJUST HANDHOLE TO GRADE FINAL GRADE STAKES FOR THE

SIDEWALK BY THE

CONTRACTOR

PH I 1

HANDHOLE

STA.20+75,24’LT

ADJUST HANDHOLE TO GRADE FINAL GRADE STAKES FOR THE

SIDEWALK BY THE

CONTRACTOR

PH I 1

HANDHOLE

STA.24+45,26’LT

ADJUST HANDHOLE TO GRADE FINAL GRADE STAKES FOR THE

SIDEWALK BY THE

CONTRACTOR

PH I 1

HANDHOLE

STA.28+10,28’LT

ADJUST HANDHOLE TO GRADE FINAL GRADE STAKES FOR THE

SIDEWALK BY THE

CONTRACTOR

PH I 1

HANDHOLE

STA.35+76,27’LT

ADJUST HANDHOLE TO GRADE FINAL GRADE STAKES FOR THE

SIDEWALK BY THE

CONTRACTOR

PH I 0.5

HANDHOLE

STA.38+20,27’LT

ADJUST HANDHOLE TO GRADE FINAL GRADE STAKES FOR THE

SIDEWALK BY THE

CONTRACTOR

PH I 0.5

HANDHOLE

STA.40+77,27’LT

ADJUST HANDHOLE TO GRADE FINAL GRADE STAKES FOR THE

SIDEWALK BY THE

CONTRACTOR

PH I 0.5

HANDHOLE

STA.43+20,27’LT

ADJUST HANDHOLE TO GRADE FINAL GRADE STAKES FOR THE

SIDEWALK BY THE

CONTRACTOR

PH I 0.5

FTR-BT-3 &

FOC

FTR-BT-3

FTR-BT-1

FTR

-B

T-1

FTR-BT-3 &

FOC

FTR-BT-3 &

FOC

FTR-BT-3 &

FOC

FTR-BT-3 &

FOC

FTR-BT-1

FTR-BT-1 FTR-BT-1

2X3X3

HANDHOLE

2X3X3

HANDHOLE

2X3X3

HANDHOLE

2X3X3

HANDHOLE

FTR-BT-3 FTR-BT-3

FTR

-B

T-1

FTR-BT-3

FTR- 1- 1 ½” W/FOC FTR- 1- 1 ½” W/FOC

FTR- 1- 1 ½” W/FOC

FTR

- 1

- 1 ½

” W

/FO

C

FTR

- 1

- 1

½ ” W

/FO

C

FTR-BT-3 FTR-BT-3

FTR-BT-1

FTR-BT-3 & FOC

2X3X3

HANDHOLE

FTR- 1- 1 ½” W/FOC FTR- 1- 1 ½” W/FOC

FTR- 1- 1 ½” W/FOC

2X3X3

HANDHOLE

2X3X3

HANDHOLE

2X3X3

HANDHOLE

FTR MANHOLE 6X9X12

FTR

- 1

- 1 ½

” W

/FO

C

FTR-BT-3

FTR-BT-3

Mark Atkinstall

From: Corcoba, Jacinta <Jacinta.Corcoba@MyClearwater.com>

Sent: Monday, October 14, 2024 2:26 PM

To: Mark Atkinstall

Subject: Re: 23006.00 Darlington Road Sidewalk from Hama Drive to US 19 - 100% Utilities

Submittal

Attachments: EDO24016-PLANS-01-ROADWAY CGS RGB.pdf

Mark, CGS has not identified any conflicts with the proposed work - 100% plans dated September 2024.

Attached you will find CGS RGB plans.

Thanks, Jacinta Corcoba

Gas Section Manager - Design/Permitting

Clearwater Gas System

Address: 777 Maple St, Clearwater, FL 33755

Mobile: (727) 422-9998 Email: jacinta.corcoba@clearwatergas.com

From: Mark Atkinstall <mark.atkinstall@burgessniple.com>

Sent: Thursday, September 19, 2024 1:52 PM

To: dl-fl-pas-construction@charter.com <dl-fl-pas-construction@charter.com>; Williams, Kenneth G

<Kenneth.Williams4@charter.com>; Corcoba, Jacinta <Jacinta.Corcoba@MyClearwater.com>; mark.hurst@duke-energy.com <mark.hurst@duke-energy.com>; deffibergov@duke-energy.com <deffibergov@duke-energy.com>;

Hand, Christopher <christopher.s.hand@FTR.com>; dgillette@uswatercorp.net <dgillette@uswatercorp.net>; Krol, Michael <michael.krol@verizon.com>; cesar.pastrana@sunshinewater.com <cesar.pastrana@sunshinewater.com>;

zayoflrelocations@zayo.com <zayoflrelocations@zayo.com>; Miguel Lopez <Miguel.Lopez@cobbfendley.com>;

Mariah Mader <mariah.mader@kci.com>; Hughes, Shelby <Shelby.Hughes@kimley-horn.com>; Matheny, Kyle

<Kyle.Matheny@kimley-horn.com>; Domenic Gentilucci <Domenic.Gentilucci@nexuswg.com>

Cc: Steven Bronzell <Steven.Bronzell@burgessniple.com>; Michael Canizares

<Michael.Canizares@burgessniple.com>; Cole Thornton <Cole.Thornton@burgessniple.com>

Subject: RE: 23006.00 Darlington Road Sidewalk from Hama Drive to US 19 - 100% Utilities Submittal

CAUTION: This email originated from outside of the City of Clearwater. Do not click links or open attachments unless you recognize the sender and know the content is safe.

Good afternoon Utility Agency Owners, The 100% Plans are enclosed for your review. Please note that there were plan changes after the PH II Utilities submittal. The changes include the following:

1. Reconstruction of driveways (refer to cross section; sheet numbers 10 – 23)

2. Modification of the sidewalk alignment

3. Milling and resurfacing at select intersections

Please provide your 100% RGBs by October 18, 2024. Refer to the Utility Adjustment Sheets (Sheet Numbers 25 –

28). A blank Utility Relocation Schedule is included with this submittal package for your use. If no conflicts are identified based upon your review of the plans, please provide a “No Conflict letter” and reference the 100% plans dated September 2024.

The Utility Certification for this project is scheduled for 10/28/2024. Please contact me if you have any questions.

Regards, A. Mark Atkinstall, PE, MSCE Water/Wastewater & Utilities Group – Tampa Region Leader Senior Project Manager

Burgess & Niple, Inc.

Main: 813.962.8689 x7590 Cell: 386.290.6468 1511 N. Westshore Blvd., Suite 500 Tampa, FL 33607 burgessniple.com

To help protec t your privac y, Micros oft

Office preven ted autom

To help protect your privacy, Microso ft Office prevent ed automa tic downlo ad of this pictur

From: Mark Atkinstall

Sent: Tuesday, July 2, 2024 1:32 PM

To: dl-fl-pas-construction@charter.com; Williams, Kenneth G <Kenneth.Williams4@charter.com>;

jacinta.corcoba@clearwatergas.com; mark.hurst@duke-energy.com; deffibergov@duke-energy.com; Hand, Christopher <christopher.s.hand@FTR.com>; dgillette@uswatercorp.net; Krol, Michael

<michael.krol@verizon.com>; cesar.pastrana@sunshinewater.com; zayoflrelocations@zayo.com; ZayoFLRelocations

<ZayoFLRelocations@cobbfendley.com>

Cc: Steven Bronzell <Steven.Bronzell@burgessniple.com>; Michael Canizares

<Michael.Canizares@burgessniple.com>; Cole Thornton <Cole.Thornton@burgessniple.com>

Subject: RE: 23006.00 Darlington Road Sidewalk from Hama Drive to US 19 - PH II UAO Submittal

Good afternoon Utility Agency Owners, Pasco County proposes improvements to the subject corridor as depicted in the attached Phase II plans. Please review the Plans for conflicts and provide your draft RGBs (red, green, brown) to alleviate conflicts with the subject project. Please provide your markups on the Utility Adjustment Sheets (Sheet Numbers 25 – 28). Your response is requested by August 1, 2024. For UAOs with utility conflicts, utility work schedule development will be requested at the 100% plans stage.

If no conflicts are identified based upon your review of the plans, please provide a No Conflict letter in addition to the plan markups by the date noted above.

Regards, A. Mark Atkinstall, PE, MSCE Water/Wastewater & Utilities Group – Tampa Region Leader Senior Project Manager

Burgess & Niple, Inc.

Main: 813.962.8689 x7590 Cell: 386.290.6468 1511 N. Westshore Blvd., Suite 500 burgessniple.com

Ben Pilot Pt.

595A

Moog Rd.

Darlington Rd.

SHEET

NO.

PASCO COUNTY BOARD OF COUNTY COMMISSIONERS

FISCAL

YEAR

12025

FROM HAMA DRIVE TO US 19

PASCO COUNTY PROJECT NUMBER 23006.00

SECT: 25,30 TWN: 26S, RNG: 15E,16E

PASCO COUNTY PROJECT MANAGER: ERIN E. SWANSON

PLANS PREPARED BY:

BURGESS & NIPLE, INC.

1511 N. WESTSHORE BLVD. SUITE 500

TAMPA, FL 33607

SEPTEMBER 2024

100% SUBMITTAL

DESCRIPTIONDATE

REVISIONS

VICINITY MAP

LOCATION MAP

PROJECT

LOCATION

HOLMES

JACKSON

WALTON NASSAU

GADSDEN

HAMILTON

DUVAL

BAY

LIBERTY

GULF

FRANKLIN LAFAYETTE

GILCHRIST

DIXIE

LEVY MARION

VOLUSIA

LAKE

PROJECT

VICINITY

PINELLAS

CITRUS

SEMINOLE

HERNANDO

PASCO

OSCEOLA

POLK

INDIAN

RIVER

MANATEE

HARDEE OKEECHOBEE

HIGHLANDS

SARASOTA DE SOTO

MARTIN

CHARLOTTE GLADES

ORANGE

LEE HENDRY PALM BEACH

BROWARD

COLLIER

MONROE DADE

BRADFORD

ALACHUA

LEON

BAKER

SUWANNEE

WAKULLA

TAYLOR

CLAY

PUTNAM

WASHIN

GTON

ST LU

CIE

ES

C

AM

BI

A

SA

N

TA

R

O

SA

O

KA

LO

O

SA

C

AL

H O

U N

SU

M

TE

R

JO

H

N S

FL

AG

LE

R

UNION

BREVARD

HI

LL

SB

O

RO

UG

H

MONROE

JE

FF

ER

SO

N

C O

LU

M

BI

A

KNOWN UTILITIES:

NOTES

PHONE: 813-962-8689

ENGINEER OF RECORD:

STEVEN C. BRONZELL, P.E.

P.E. LICENSE NUMBER 76425

BURGESS & NIPLE, INC.

1511 N. WESTSHORE BLVD. SUITE 500

TAMPA, FL 33607

PHONE: 813-962-8689

GOVERNING STANDARDS AND SPECIFICATIONS:

FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS,

FY2024-2025. WEB SITE: http://http://www.fdot.gov/design/standardplans

1. THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", AS

AMENDED BY CONTRACT DOCUMENTS. FOR THE Standard Specifications for Road and Bridge Construction, CLICK ON THE "Specifications" WEB SITE: http://www.fdot.gov/program management/Implemented/SpecBooks/default.shtm

2. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE

2018 "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN,

CONSTRUCTION AND MAINTENANCE FOR STREETS AND

HIGHWAYS, (FLORIDA GREENBOOK)" AND ARE IN COMPLIANCE

WITH THE STANDARDS THEREIN EXCEPT AS NOTED ON THE

PLANS. ANY DEVIATION NOTED ON THE PLANS SUBSTANTIALLY

COMPLY WITH THE INTENT OF THE STANDARDS.

CERTIFICATE OF AUTHORIZATION NO.: 9853

KEY SHEET

SIGNATURE SHEET

SUMMARY OF PAY ITEMS

TYPICAL SECTION

GENERAL NOTES

ROADWAY PLAN

CROSS SECTIONS

TEMPORARY TRAFFIC CONTROL

NOTES AND PHASING

UTILITY ADJUSTMENT PLAN

6-9 10-23

25-28

CHARTER COMM./SPECTRUM

CLEARWATER GAS SYSTEMS

DUKE ENERGY (DISTRIBUTION)

FRONTIER COMMUNICATIONS

FLORIDA GOVERNMENTAL UTILITY AUTHORITY

MCI

SUNSHINE WATER SERVICES

ZAYO GROUP

9/11/2024 5:10:46 PM P:\PR62052\ED024-016 (CADD)\Roadway\KEYSRD01.dwgJohn Hutchison

U S

INDEX

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

SD

SD

WATER

WATER

SAN

18",23"8" 5",5",5"

8"

SAN

10 11 12 13 14 15 16

MATCH EXIST.

+30.49

25.82 LT.

+78.23

28.08 LT.

+39.42

25.84 LT. +32.33

26.08 LT.

+44.03

26.11 LT.

+48.29

26.13 LT.

EXIST.

R/W

SURVEY DARLINGTON RD.

EXIST. R/W

CONST. DRIVEWAY

(SEE SHEET 4) MATCH EXIST.

+65.94

26.29 LT.

+16.78

26.29 LT.

+25.56

26.19 LT.

+56.15

26.14 LT.

+65.46

26.12 LT.

+38.35

23.24 LT.

+68.76

20.98 LT.

REMOVE EXIST.

CONC. DRIVEWAYMATCH EXIST.

MATCH

EXIST.

MATCH

EXIST.

H A

M A

D R

B A

D E

N D

R

DARLINGTON RD.

+76.20

36.13 LT.

+75.99

45.91 LT.

EXIST. R/W

EXIST. R/W

S 89° 13' 13" E

+08.00

9.82 LT.

+32.42

26.59 LT. +81.69

23.34 LT.

RELOCATE SIGN

12" WHITE

DETECTABLE WARNING

(FDOT INDEX 522-002)

LEGEND

5' WIDE AND 4" THICK

CONC. SIDEWALK

INSTALL INLET

PROTECTION SYSTEM

+20.29

16.19 LT.

+13.00

15.77 LT.

+08.00

12.79 LT.

CONST. CURB RAMP

(SEE DETAIL)

MATCH EXIST. INSTALL INLET

PROTECTION SYSTEM

+81.96

17.94 LT.

+87.28

25.97 LT.

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Apron

Concrete Driveway

Concrete Driveway

+15.82

15.75 LT.

4' CONC. SIDEWALK

SEE CURB RAMP DETAIL

+75.20

23.21 LT.

+70.17

26.12 LT.

+77.67

21.01 LT.

STA. 10+00.00

N:1404370.944 E:413693.742

+28.00

28.95 LT.

6" THICK CONC.

+21.15

9.31 LT.

+32.05

17.63 LT.

+74.79

22.64 LT.

+80.93

16.31 LT.

BEGIN PROJECT

BEGIN CONSTRUCTION

STA. 11+08.00

£ SURVEY DARLINGTON RD.

24" WHITE

+49.32

25.19 LT.

+40.53

30.20 LT.

M

AT

C H

LI

N E S

TA

.0

48" 9"

12",12",12"

10"10" 4"

12" 8" 13"

16 17 18 19 20 21MATCH

EXIST.

+99.26

23.01 LT.

+08.20

23.02 LT.

+74.30

21.10 LT.

+77.76

23.10 LT.

+94.64

23.10 LT.

+11.10

23.10 LT.

+56.21

23.11 LT.

+64.70

23.11 LT.

+77.53

23.12 LT.

+96.36

23.12 LT.

+34.54

23.12 LT.

+51.79

23.13 LT.

+03.71

23.14 LT.

+13.00

22.34 LT.

+28.53

22.19 LT.

+35.64

26.28 LT.

+99.71

26.24 LT.

+08.52

26.23 LT.

+60.54

26.19 LT. +96.50

26.16 LT.

+69.41

26.19 LT.

+79.69

26.18 LT.

MATCH EXIST.MATCH EXIST.

SURVEY DARLINGTON RD.

MATCH EXIST. MATCH EXIST.

MATCH EXIST.

MATCH EXIST.

EXIST. R/W

+81.24

26.25 LT.

+96.81 26.26

EXIST. R/W

DARLINGTON RD.

S 89° 13' 13" E

LEGEND

Concrete Driveway

Concrete Driveway Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

5' WIDE AND 4" THICK

CONC. SIDEWALK

+81.07

22.99 LT.

+64.30

21.10 LT.

+60.88

23.07 LT.

+77.67

21.01 LT.

STA. 20+00.00

N:1404357.335 E:414693.650

6" THICK CONC.

CONST. DRIVEWAY

(SEE SHEET 4)

Concrete Driveway

M

AT

C H

LI

N E S

TA

.0

M

AT

C H

LI

N E S

TA

.0

SD

N

1"

0'

N

1"

0'

P:\PR62052\ED024-016 (CADD)\Roadway\PLANRD01.dwgJohn Hutchison 9/13/2024 1:11:00 PM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PREPARED BY:

BURGESS & NIPLE, INC.

1511 N WESTSHORE BLVD, SUITE 500

TAMPA, FL 33607 PH: (813) 962-8689

ROAD NO. COUNTY

DESCRIPTION DESCRIPTIONDATE

REVISIONS

SHEET

NO.

PASCO

DATE

W.O. NO.

23006.00 STEVEN C. BRONZELL, P.E. NO. 76425

ROADWAY PLAN (1)

SIDEWALK CURB

1:

M

AX

MATCH TOP OF

EXIST. INLET

SAW CUT AND

MATCH EXIST.

MATCH EXIST.

1:12

MAX.

2.0%MAX.

CURB RAMP DETAIL

N.T.S.

NOTE:

SEE FDOT INDEX 522-002

FOR ADDITIONAL INFORMATION

4' clifton.whitaker Text Box

CGS HAS NO FACILITIES IN THIS AREA

SAN

X-CUT9"

40"8" 13"

14"14"

20"

WATER

10"

24" 24"

X-CUT

#147

COM

N: 1404369.65 E: 415134.21

ELEV=10.23'

WATER

22 23 24 25 26 27

PC STA. 24+71.75

PT STA. 24+77.58

+99.37

26.36 LT.

CONST. DRIVEWAY

(SEE SHEET 4)

+81.24

26.25 LT.

+15.58

26.28 LT.

+99.38

26.26 LT.

+96.81

26.26 LT.

+08.17

26.37 LT.

+24.82

26.39 LT.

+38.68

26.63 LT.

+46.50

26.66 LT.

+14.83

31.64 LT.

+82.58

26.08 LT.

+91.65

26.09 LT.

+43.83

26.13 LT.

+52.69

26.12 LT.

+04.63

26.11 LT.

+13.49

26.11 LT.

MATCH EXIST.

MATCH EXIST.

CONST. DRIVEWAY

(SEE SHEET 4)

MATCH EXIST.

SURVEY DARLINGTON RD.

CURVE 1

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

T A

H

IT

IA

N

D R

DARLINGTON RD.

R O

S E

LA

W

N D

R

S 89° 13' 13" E N 89° 06' 34" E +89.96

31.44 LT.

+87.55

38.50 LT.

+51.07

31.24 LT.

+51.03

37.59 LT.

+75.09

44.24 LT.

12"

WHITE

24" WHITE

LEGEND

Concrete Driveway

Concrete Driveway

Concrete Driveway

Asphalt Parking Lot

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

5' WIDE AND 4" THICK

CONC. SIDEWALK

DETECTABLE WARNING

(FDOT INDEX 522-002)

+60.09

37.66 LT.

+63.09

38.68 LT.

+60.98

31.67 LT.

+12.20

19.70 LT.

+23.14

26.03 LT.

REMOVE EXIST.

CROSSWALK

(WATER BLASTING)

REMOVE

TREE

CURVE 1

PI STA. = 24+74.66

DELTA = 1° 40' 13"

D = 28° 38' 52" T = 2.92 L = 5.83 R = 200.00

PC STA. = 24+71.75

PT STA. = 24+77.58

+64.10

47.19 LT.

+40.48

12.46 LT.

+89.49

39.54 LT.

+94.65

38.37 LT.

+01.00

36.86 LT.

SAW CUT AND

MATCH EXIST.

SAW CUT AND

MATCH EXIST.

DRIVEWAY SLOPE

NOT TO EXCEED 14%

CONST. DRIVEWAY

(SEE SHEET 4)

6" THICK CONC.

+00.54

40.03 LT.

+20.54

40.05 LT.

+20.55

30.05 LT.

TEMP. CONST. EASEMENT

LIMITS OF MILLING

AND RESURFACING

+85.70

47.17 LT.

+14.03

12.31 LT.

+63.76

44.19 LT.

REMOVE CONCRETE AND

REPLACE WITH SOD.

REMOVE CROSSWALK SIGN

M

AT

C H

LI

N E S

TA

.0

M

AT

C H

LI

N E S

TA

.0

4",4"10" 26"

7" 7"

11"

13"

11"

44"

SD

U

9"

15",28"

12"

5",5",8"

10",12"

13"

23"

28 29 30 31 32 33

+13.49

26.11 LT.

SURVEY DARLINGTON RD.

+50.58

26.11 LT.

+52.41

24.28 LT.

+65.96

24.30 LT.

+98.09

24.33 LT.

+00.14

26.38 LT.

+26.34

26.33 LT.

+35.51

26.27 LT.

+78.54

26.32 LT.

+48.54

26.38 LT.

+57.45

26.39 LT.

+01.80

26.43 LT.

+18.78

26.45 LT.

+49.26

30.27 LT.

+65.05

21.17 LT.

+70.05

21.17 LT.

+79.44

21.18 LT.

+31.79

21.22 LT.

+40.81

21.23 LT.

+51.58

26.21 LT.

+96.86

26.14 LT.

+34.02

26.09 LT.

+06.72

26.13 LT.

+58.91

24.92 LT.

+76.03

24.64 LT.

+87.67

24.65 LT.

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

EXIST. R/W

EXIST. R/W

EXIST. R/W

P

LE

A S

U R

E D

R

DARLINGTON RD.

N 89° 06' 34" E

LEGEND

Concrete Driveway Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

C o n c r e t e

D r i v e w a y

Concrete Driveway

5' WIDE AND 4" THICK

CONC. SIDEWALK

CONST. DRIVEWAY

(SEE SHEET 4)

+96.73

26.33 LT.

+23.78

26.45 LT.

+30.40

30.29 LT.

+39.21

23.08 LT.

+49.61

23.07 LT.

+52.93

24.96 LT.

+89.40

23.65 LT.

+74.87

24.31 LT.

4'

REPLACE

MAILBOX

STA. 28+00.00

N:1404355.933 E:415493.567

6" THICK CONC.

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

INSTALL INLET

PROTECTION SYSTEM

+08.06

21.20 LT.

+22.94

21.21 LT.

REMOVE LANDSCAPING

WITHIN SIDEWALK

M

AT

C H

LI

N E S

TA

.0

M

AT

C H

LI

N E S

TA

.0

N

1"

0'

N

1"

0'

P:\PR62052\ED024-016 (CADD)\Roadway\PLANRD01.dwgJohn Hutchison 9/13/2024 1:11:04 PM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PREPARED BY:

BURGESS & NIPLE, INC.

1511 N WESTSHORE BLVD, SUITE 500

TAMPA, FL 33607 PH: (813) 962-8689

ROAD NO. COUNTY

DESCRIPTION DESCRIPTIONDATE

REVISIONS

SHEET

NO.

PASCO

DATE

W.O. NO.

23006.00 STEVEN C. BRONZELL, P.E. NO. 76425

ROADWAY PLAN (2)

clifton.whitaker

9"

15",28"

8.93

8.858.8

ELEC

U

12" 8"

18"10"

33 34 35 36 37 38 39

+76.03

24.64 LT.

+33.87

24.69 LT.

+42.82

24.68 LT.

+52.37

24.66 LT.

+54.10

23.66 LT.

+87.85

23.79 LT.

+04.64

23.73 LT.

+59.98

23.43 LT.

+68.92

23.45 LT.

+93.50

23.52 LT.

+95.23

24.53 LT.

+21.67

24.60 LT.

+31.24

25.63 LT.

+84.40

23.68 LT.

+93.46

23.68 LT.

+45.23

23.66 LT.

+53.99

23.66 LT.

+12.56

23.68 LT.

+21.46

23.68 LT.

+25.70

23.74 LT.

+43.49

23.76 LT.

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

MATCH EXIST.

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

EXIST. R/W

SURVEY DARLINGTON RD.

+01.87 23.77

+10.88 23.77

EXIST. R/W

EXIST. R/W

DARLINGTON RD. N 89° 06' 34" E

+26.93

24.69 LT.

+25.20

23.69 LT.

LEGEND

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

5' WIDE AND 4" THICK

CONC. SIDEWALK

+89.40

23.65 LT.

+55.61

25.70 LT.

+62.55

21.68 LT.

+77.35

21.68 LT.

+80.82

23.68 LT.

+60.25

23.69 LT.

+71.71

30.33 LT.

+94.39

30.35 LT.

+05.88

23.73 LT.

REMOVE TREE

MATCH EXIST.

REMOVE PAVERS WITHIN

SIDEWALK LIMITS

REMOVE PAVERS WITHIN

SIDEWALK LIMITS

STA. 38+00.00

N:1404371.477 E:416493.446

6" THICK CONC.

INSTALL INLET

PROTECTION SYSTEM

M

AT

C H

LI

N E S

TA

.0

M

AT

C H

LI

N E S

TA

.0

U

8" 12"14"

8.64

WATER

18"

9.2

U

24"8"

39 40 41 42 43 44 45

EXIST. R/W

SURVEY DARLINGTON RD.

+01.87

23.77 LT.

+10.88

23.77 LT.

+25.90

23.77 LT.

+27.63

22.77 LT.

+33.63

22.77 LT. +35.37

23.77 LT.

+53.58

23.77 LT.

+70.77

23.76 LT.

+24.27

23.78 LT.

+33.26

23.79 LT.

+84.11

23.81 LT.

+93.16

23.79 LT.

+36.54

23.76 LT.

+55.28

23.75 LT.

+93.16

23.80 LT.

+94.88

24.81 LT.

+07.23

23.87 LT.

+15.97

23.92 LT.

+59.16

24.13 LT.

+76.99

23.15 LT.

+26.09

23.21 LT.

+41.14

24.26 LT.

+80.29

24.22 LT.

+98.47

24.37 LT.

+51.12

24.28 LT.

+58.99

24.29 LT.

CONST. DRIVEWAY

(SEE SHEET 4)

MATCH EXIST. MATCH EXIST. MATCH EXIST.

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

+95.05

24.32 EXIST. R/W

DARLINGTON RD.N 89° 06' 34" E

LEGEND

Concrete Driveway

Concrete Driveway

Concrete Driveway Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway Concrete Driveway

Concrete Driveway

5' WIDE AND 4" THICK

5' WIDE AND 4" THICK

CONC. SIDEWALK

+01.56

24.85 LT.

+03.30

23.85 LT.

+83.34

19.16 LT.

+85.07

18.16 LT.

+16.49

19.20 LT.

+14.76

18.19 LT.

4' 4'

MATCH EXIST.

6" THICK CONC.

REPLACE

MAILBOX

REPLACE

MAILBOX

REPLACE

MAILBOX

REPLACE

MAILBOX

M

AT

C H

LI

N E S

TA

.0

M

AT

C H

LI

N E S

TA

.0

N

1"

0'

N

1"

0'

P:\PR62052\ED024-016 (CADD)\Roadway\PLANRD01.dwgJohn Hutchison 9/13/2024 1:11:08 PM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PREPARED BY:

BURGESS & NIPLE, INC.

1511 N WESTSHORE BLVD, SUITE 500

TAMPA, FL 33607 PH: (813) 962-8689

ROAD NO. COUNTY

DESCRIPTION DESCRIPTIONDATE

REVISIONS

SHEET

NO.

PASCO

DATE

W.O. NO.

23006.00 STEVEN C. BRONZELL, P.E. NO. 76425

ROADWAY PLAN (3)

clifton.whitaker

12"

WATER

WATER

26"

WATERWATER

WATER

WATERWATER

15"

ELEC

12"

12"

16"

WATER

WATER

WATERWATER

WATER

11" 6"

24"

8" 7" 26"

WATER

11"

22"

23" 38"

COMM

SAN

WATER WATER

18" RCP Line Only

WATER

WATER

WATER

45 46 47 48 49 50

+95.05

24.32 LT.

+97.48

23.34 LT.

+12.21

23.37 LT.

+26.24

23.40 LT.

+43.68

23.44 LT.

+55.17

26.77 LT.

+57.85

27.75 LT.

+68.26

27.18 LT.

+77.30

27.13 LT.

+91.93

27.05 LT.

+19.71

29.68 LT.

+35.39

29.70 LT.

+47.52

22.71 LT.

+91.56

21.97 LT.

+05.58

29.77 LT.

CONST. DRIVEWAY

(SEE SHEET 4)

MATCH EXIST.

MATCH EXIST.

EXIST. R/W

SURVEY DARLINGTON RD.

CONST. DRIVEWAY

(SEE SHEET 4)

EXIST.

R/W

PLACE

DARLINGTON RD.N 89° 06' 34" E

REPLACE DROP CURB

MATCH EXIST.

+35.48

31.59 LT.

+36.17

29.60 LT.

+84.81

29.65 LT.

+61.59

13.76 LT.

+59.49

13.76 LT.

+85.50

31.65 LT.

SAW CUT AND MATCH EXIST.

SAW CUT AND

MATCH EXIST.

REMOVE ASPHALT AND

REPLACE WITH SOD.

LEGEND

END PROJECT

END CONSTRUCTION

STA. 50+44.88

U S

A

LO

H A

P L.

EXIST. R/W

EXIST. R/W

Concrete Driveway

C o n c r e t e

D r i v e w a y

Concrete Driveway

Asphalt Drive

Asphalt Drive

5' WIDE AND 4" THICK

CONC. SIDEWALK

25' R

25' R

12" WHITE

DETECTABLE WARNING

(FDOT INDEX 522-002)

CONST. DRIVEWAY

(SEE SHEET 4)

SAW CUT AND

MATCH EXIST.

+81.91

27.62 LT.

+72.92

27.67 LT.

+94.61

27.68 LT.

SAW CUT AND MATCH EXIST.

+60.70

29.82 LT.

+64.96

27.37 LT.

+35.72

27.40 LT.

+40.82

36.25 LT.

+44.88

33.28 LT.

RELOCATE SIGN

RELOCATE (1) SIGN

REMOVE CROSSWALK SIGN

REMOVE CROSSWALK

PAVEMENT MARKINGS

TREE PROTECTION

BARRIER

£ SURVEY DARLINGTON RD.

+88.26

19.00 LT.

6'

STA. 50+64.13

N:1404391.126 E:417757.423

RELOCATE SIGN

6" THICK CONC.

LIMITS OF MILLING

AND RESURFACING

+76.00

13.65 LT.

+65.98

14.29 LT.

+18.01

31.68 LT.

REPLACE

MAILBOX

MATCH EXIST.

6" DBL YELLOW

6" DBL YELLOW

MATCH EXIST.

6" DBL YELLOW

18" WHITE

INSTALL INLET

PROTECTION SYSTEM

REMOVE CROSSWALK SIGN

6" WHITE

M

AT

C H

LI

N E S

TA

.0

ROADWAY PLAN (4)

N

1"

0'

P:\PR62052\ED024-016 (CADD)\Roadway\PLANRD01.dwgJohn Hutchison 9/13/2024 1:11:10 PM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PREPARED BY:

BURGESS & NIPLE, INC.

1511 N WESTSHORE BLVD, SUITE 500

TAMPA, FL 33607 PH: (813) 962-8689

ROAD NO. COUNTY

DESCRIPTION DESCRIPTIONDATE

REVISIONS

SHEET

NO.

PASCO

DATE

W.O. NO.

23006.00 STEVEN C. BRONZELL, P.E. NO. 76425

clifton.whitaker Polygonal Line clifton.whitaker Callout 6" PE NATURAL GAS MAIN To Remain

Moog Rd.

Darlington Rd.

SHEET

NO.

PASCO COUNTY BOARD OF COUNTY COMMISSIONERS

FISCAL

YEAR

12025

FROM HAMA DRIVE TO US 19

PASCO COUNTY PROJECT NUMBER 23006.00

SECT: 25,30 TWN: 26S, RNG: 15E,16E

PASCO COUNTY PROJECT MANAGER: ERIN E. SWANSON

PLANS PREPARED BY:

BURGESS & NIPLE, INC.

1511 N. WESTSHORE BLVD. SUITE 500

TAMPA, FL 33607

SEPTEMBER 2024

100% SUBMITTAL

DESCRIPTIONDATE

REVISIONS

VICINITY MAP

LOCATION MAP

PROJECT

LOCATION

HOLMES

JACKSON

WALTON NASSAU

GADSDEN

HAMILTON

DUVAL

BAY

LIBERTY

GULF

FRANKLIN LAFAYETTE

GILCHRIST

DIXIE

LEVY MARION

VOLUSIA

LAKE

PROJECT

VICINITY

PINELLAS

CITRUS

SEMINOLE

HERNANDO

PASCO

OSCEOLA

POLK

INDIAN

RIVER

MANATEE

HARDEE OKEECHOBEE

HIGHLANDS

SARASOTA DE SOTO

MARTIN

CHARLOTTE GLADES

ORANGE

LEE HENDRY PALM BEACH

BROWARD

COLLIER

MONROE DADE

BRADFORD

ALACHUA

LEON

BAKER

SUWANNEE

WAKULLA

TAYLOR

CLAY

PUTNAM

WASHIN

GTON

ST LU

CIE

ES

C

AM

BI

A

SA

N

TA

R

O

SA

O

KA

LO

O

SA

C

AL

H O

U N

SU

M

TE

R

JO

H

N S

FL

AG

LE

R

UNION

BREVARD

HI

LL

SB

O

RO

UG

H

MONROE

JE

FF

ER

SO

N

C O

LU

M

BI

A

KNOWN UTILITIES:

NOTES

PHONE: 813-962-8689

ENGINEER OF RECORD:

STEVEN C. BRONZELL, P.E.

P.E. LICENSE NUMBER 76425

BURGESS & NIPLE, INC.

1511 N. WESTSHORE BLVD. SUITE 500

TAMPA, FL 33607

PHONE: 813-962-8689

GOVERNING STANDARDS AND SPECIFICATIONS:

FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS,

FY2024-2025. WEB SITE: http://http://www.fdot.gov/design/standardplans

1. THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", AS

AMENDED BY CONTRACT DOCUMENTS. FOR THE Standard Specifications for Road and Bridge Construction, CLICK ON THE "Specifications" WEB SITE: http://www.fdot.gov/program management/Implemented/SpecBooks/default.shtm

2. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE

2018 "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN,

CONSTRUCTION AND MAINTENANCE FOR STREETS AND

HIGHWAYS, (FLORIDA GREENBOOK)" AND ARE IN COMPLIANCE

WITH THE STANDARDS THEREIN EXCEPT AS NOTED ON THE

PLANS. ANY DEVIATION NOTED ON THE PLANS SUBSTANTIALLY

COMPLY WITH THE INTENT OF THE STANDARDS.

CERTIFICATE OF AUTHORIZATION NO.: 9853

KEY SHEET

SIGNATURE SHEET

SUMMARY OF PAY ITEMS

TYPICAL SECTION

GENERAL NOTES

ROADWAY PLAN

CROSS SECTIONS

TEMPORARY TRAFFIC CONTROL

NOTES AND PHASING

UTILITY ADJUSTMENT PLAN

6-9 10-23

25-28

CHARTER COMM./SPECTRUM

CLEARWATER GAS SYSTEMS

DUKE ENERGY (DISTRIBUTION)

FRONTIER COMMUNICATIONS

FLORIDA GOVERNMENTAL UTILITY AUTHORITY

MCI

SUNSHINE WATER SERVICES

ZAYO GROUP

9/11/2024 5:10:46 PM P:\PR62052\ED024-016 (CADD)\Roadway\KEYSRD01.dwgJohn Hutchison

U S

INDEX

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

DISTRIBUTION ENGINEER: KRIS BENITEZ

EMAIL: KRIS.BENITEZ@DUKE-ENERGY.COM

PHONE: 727-372-5129

ENGINEERING SUPPORT: MARIAH MADER

EMAIL: MARIAH.MADER@KCI.COM

PHONE: 954-607-9103

NOTE:

UNDERGROUND ELECTRIC CABLES

IN THIS AREA. CALL SUNSHINE

811 (1-800-432-4770)

FOR SPECIFIC LOCATIONS.

NO CONFLICTS IDENTIFIED

SD

WATER

WATER

SAN

18",23"8" 5",5",5"

8"

SAN

10 11 12 13 14 15 16

MATCH EXIST.

+30.49

25.82 LT.

+78.23

28.08 LT.

+39.42

25.84 LT. +32.33

26.08 LT.

+44.03

26.11 LT.

+48.29

26.13 LT.

EXIST.

R/W

SURVEY DARLINGTON RD.

EXIST. R/W

CONST. DRIVEWAY

(SEE SHEET 4) MATCH EXIST.

+65.94

26.29 LT.

+16.78

26.29 LT.

+25.56

26.19 LT.

+56.15

26.14 LT.

+65.46

26.12 LT.

+38.35

23.24 LT.

+68.76

20.98 LT.

REMOVE EXIST.

CONC. DRIVEWAYMATCH EXIST.

MATCH

EXIST.

MATCH

EXIST.

H A

M A

D R

B A

D E

N D

R

DARLINGTON RD.

+76.20

36.13 LT.

+75.99

45.91 LT.

EXIST. R/W

EXIST. R/W

S 89° 13' 13" E

+08.00

9.82 LT.

+32.42

26.59 LT. +81.69

23.34 LT.

RELOCATE SIGN

12" WHITE

DETECTABLE WARNING

(FDOT INDEX 522-002)

LEGEND

5' WIDE AND 4" THICK

CONC. SIDEWALK

INSTALL INLET

PROTECTION SYSTEM

+20.29

16.19 LT.

+13.00

15.77 LT.

+08.00

12.79 LT.

CONST. CURB RAMP

(SEE DETAIL)

MATCH EXIST. INSTALL INLET

PROTECTION SYSTEM

+81.96

17.94 LT.

+87.28

25.97 LT.

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Apron

Concrete Driveway

Concrete Driveway

+15.82

15.75 LT.

4' CONC. SIDEWALK

SEE CURB RAMP DETAIL

+75.20

23.21 LT.

+70.17

26.12 LT.

+77.67

21.01 LT.

STA. 10+00.00

N:1404370.944 E:413693.742

+28.00

28.95 LT.

6" THICK CONC.

+21.15

9.31 LT.

+32.05

17.63 LT.

+74.79

22.64 LT.

+80.93

16.31 LT.

BEGIN PROJECT

BEGIN CONSTRUCTION

STA. 11+08.00

£ SURVEY DARLINGTON RD.

24" WHITE

+49.32

25.19 LT.

+40.53

30.20 LT.

M

AT

C H

LI

N E S

TA

.0

48" 9"

12",12",12"

10"10" 4"

12" 8" 13"

16 17 18 19 20 21MATCH

EXIST.

+99.26

23.01 LT.

+08.20

23.02 LT.

+74.30

21.10 LT.

+77.76

23.10 LT.

+94.64

23.10 LT.

+11.10

23.10 LT.

+56.21

23.11 LT.

+64.70

23.11 LT.

+77.53

23.12 LT.

+96.36

23.12 LT.

+34.54

23.12 LT.

+51.79

23.13 LT.

+03.71

23.14 LT.

+13.00

22.34 LT.

+28.53

22.19 LT.

+35.64

26.28 LT.

+99.71

26.24 LT.

+08.52

26.23 LT.

+60.54

26.19 LT. +96.50

26.16 LT.

+69.41

26.19 LT.

+79.69

26.18 LT.

MATCH EXIST.MATCH EXIST.

SURVEY DARLINGTON RD.

MATCH EXIST. MATCH EXIST.

MATCH EXIST.

MATCH EXIST.

EXIST. R/W

+81.24

26.25 LT.

+96.81 26.26

EXIST. R/W

DARLINGTON RD.

S 89° 13' 13" E

LEGEND

Concrete Driveway

Concrete Driveway Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

5' WIDE AND 4" THICK

CONC. SIDEWALK

+81.07

22.99 LT.

+64.30

21.10 LT.

+60.88

23.07 LT.

+77.67

21.01 LT.

STA. 20+00.00

N:1404357.335 E:414693.650

6" THICK CONC.

CONST. DRIVEWAY

(SEE SHEET 4)

Concrete Driveway

M

AT

C H

LI

N E S

TA

.0

M

AT

C H

LI

N E S

TA

.0

SD

N

1"

0'

N

1"

0'

P:\PR62052\ED024-016 (CADD)\Roadway\PLANRD01.dwgJohn Hutchison 9/13/2024 1:11:00 PM

TH

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N D S

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-2

3.

4, F

.A .C

PREPARED BY:

BURGESS & NIPLE, INC.

1511 N WESTSHORE BLVD, SUITE 500

TAMPA, FL 33607 PH: (813) 962-8689

ROAD NO. COUNTY

DESCRIPTION DESCRIPTIONDATE

REVISIONS

SHEET

NO.

PASCO

DATE

W.O. NO.

23006.00 STEVEN C. BRONZELL, P.E. NO. 76425

ROADWAY PLAN (1)

SIDEWALK CURB

1:

M

AX

MATCH TOP OF

EXIST. INLET

SAW CUT AND

MATCH EXIST.

MATCH EXIST.

1:12

MAX.

2.0%MAX.

CURB RAMP DETAIL

N.T.S.

NOTE:

SEE FDOT INDEX 522-002

FOR ADDITIONAL INFORMATION

4'

2632779 45/4 WD

STA 11+45.66

OFF 23.79 RT

7.2 K

V

U E

7.

K V

U E

2632915 45/4 WD

STA 12+99.08

OFF 23.27 RT

7.2 K

V

U E

7.2 K

V

U E

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

2632782 45/4 WD

STA 17+24.75

OFF 20.87 RT

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

12A7282R 45/4 WD

STA 19+77.28

OFF 21.85 RT

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

NOTE:

UNDERGROUND ELECTRIC CABLES

IN THIS AREA. CALL SUNSHINE

811 (1-800-432-4770)

FOR SPECIFIC LOCATIONS.

12.47 KV OE 12.47 KV OE 12.47 KV OE

7.2 KV UE

7.

KV

U

E

12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE

2632812 45/4 WD

STA 09+89.56

OFF 23.58 RT

NO CONFLICTS IDENTIFIED ON THIS PAGE

40"8" 13"

14"14"

20"

WATER

10"

24" 24"

X-CUT

#147

COM

N: 1404369.65 E: 415134.21

ELEV=10.23'

WATER

22 23 24 25 26 27

PC STA. 24+71.75

PT STA. 24+77.58

+99.37

26.36 LT.

CONST. DRIVEWAY

(SEE SHEET 4)

+81.24

26.25 LT.

+15.58

26.28 LT.

+99.38

26.26 LT.

+96.81

26.26 LT.

+08.17

26.37 LT.

+24.82

26.39 LT.

+38.68

26.63 LT.

+46.50

26.66 LT.

+14.83

31.64 LT.

+82.58

26.08 LT.

+91.65

26.09 LT.

+43.83

26.13 LT.

+52.69

26.12 LT.

+04.63

26.11 LT.

+13.49

26.11 LT.

MATCH EXIST.

MATCH EXIST.

CONST. DRIVEWAY

(SEE SHEET 4)

MATCH EXIST.

SURVEY DARLINGTON RD.

CURVE 1

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

T A

H

IT

IA

N

D R

DARLINGTON RD.

R O

S E

LA

W

N D

R

S 89° 13' 13" E N 89° 06' 34" E +89.96

31.44 LT.

+87.55

38.50 LT.

+51.07

31.24 LT.

+51.03

37.59 LT.

+75.09

44.24 LT.

12"

WHITE

24" WHITE

LEGEND

Concrete Driveway

Concrete Driveway

Concrete Driveway

Asphalt Parking Lot

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

5' WIDE AND 4" THICK

CONC. SIDEWALK

DETECTABLE WARNING

(FDOT INDEX 522-002)

+60.09

37.66 LT.

+63.09

38.68 LT.

+60.98

31.67 LT.

+12.20

19.70 LT.

+23.14

26.03 LT.

REMOVE EXIST.

CROSSWALK

(WATER BLASTING)

REMOVE

TREE

CURVE 1

PI STA. = 24+74.66

DELTA = 1° 40' 13"

D = 28° 38' 52" T = 2.92 L = 5.83 R = 200.00

PC STA. = 24+71.75

PT STA. = 24+77.58

+64.10

47.19 LT.

+40.48

12.46 LT.

+89.49

39.54 LT.

+94.65

38.37 LT.

+01.00

36.86 LT.

SAW CUT AND

MATCH EXIST.

SAW CUT AND

MATCH EXIST.

DRIVEWAY SLOPE

NOT TO EXCEED 14%

CONST. DRIVEWAY

(SEE SHEET 4)

6" THICK CONC.

+00.54

40.03 LT.

+20.54

40.05 LT.

+20.55

30.05 LT.

TEMP. CONST. EASEMENT

LIMITS OF MILLING

AND RESURFACING

+85.70

47.17 LT.

+14.03

12.31 LT.

+63.76

44.19 LT.

REMOVE CONCRETE AND

REPLACE WITH SOD.

REMOVE CROSSWALK SIGN

M

AT

C H

LI

N E S

TA

.0

M

AT

C H

LI

N E S

TA

.0

4",4"10" 26"

7" 7"

11"

13"

11"

44"

SD

U

9"

15",28"

12"

5",5",8"

10",12"

13"

23"

28 29 30 31 32 33

+13.49

26.11 LT.

SURVEY DARLINGTON RD.

+50.58

26.11 LT.

+52.41

24.28 LT.

+65.96

24.30 LT.

+98.09

24.33 LT.

+00.14

26.38 LT.

+26.34

26.33 LT.

+35.51

26.27 LT.

+78.54

26.32 LT.

+48.54

26.38 LT.

+57.45

26.39 LT.

+01.80

26.43 LT.

+18.78

26.45 LT.

+49.26

30.27 LT.

+65.05

21.17 LT.

+70.05

21.17 LT.

+79.44

21.18 LT.

+31.79

21.22 LT.

+40.81

21.23 LT.

+51.58

26.21 LT.

+96.86

26.14 LT.

+34.02

26.09 LT.

+06.72

26.13 LT.

+58.91

24.92 LT.

+76.03

24.64 LT.

+87.67

24.65 LT.

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

EXIST. R/W

EXIST. R/W

EXIST. R/W

P

LE

A S

U R

E D

R

DARLINGTON RD.

N 89° 06' 34" E

LEGEND

Concrete Driveway Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

C o n c r e t e

D r i v e w a y

Concrete Driveway

5' WIDE AND 4" THICK

CONC. SIDEWALK

CONST. DRIVEWAY

(SEE SHEET 4)

+96.73

26.33 LT.

+23.78

26.45 LT.

+30.40

30.29 LT.

+39.21

23.08 LT.

+49.61

23.07 LT.

+52.93

24.96 LT.

+89.40

23.65 LT.

+74.87

24.31 LT.

4'

REPLACE

MAILBOX

STA. 28+00.00

N:1404355.933 E:415493.567

6" THICK CONC.

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

INSTALL INLET

PROTECTION SYSTEM

+08.06

21.20 LT.

+22.94

21.21 LT.

REMOVE LANDSCAPING

WITHIN SIDEWALK

M

AT

C H

LI

N E S

TA

.0

M

AT

C H

LI

N E S

TA

.0

N

1"

0'

N

1"

0'

P:\PR62052\ED024-016 (CADD)\Roadway\PLANRD01.dwgJohn Hutchison 9/13/2024 1:11:04 PM

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N D E R R

U

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1G

-2

3.

4, F

.A .C

PREPARED BY:

BURGESS & NIPLE, INC.

1511 N WESTSHORE BLVD, SUITE 500

TAMPA, FL 33607 PH: (813) 962-8689

ROAD NO. COUNTY

DESCRIPTION DESCRIPTIONDATE

REVISIONS

SHEET

NO.

PASCO

DATE

W.O. NO.

23006.00 STEVEN C. BRONZELL, P.E. NO. 76425

ROADWAY PLAN (2)

12.47 K

V

O E

12.47 K

V

O E

12.47 KV OE12.47 KV OE

22733 45/4 WD

STA 23+69.79

OFF 23.34 RT

22734 45/4 WD

STA 22+33.56

OFF 25.87 RT

7.2 K

V

O E

7.2 K

V

O E

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

22188 45/4 WD

STA 25+70.20

OFF 24.14 RT

120 V O

E 120 V

O E

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

22187 45/4 WD

STA 28+81.53

OFF 23.13 RT

120 V O

E 120 V

O E

V O

E

V

O E

12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE 12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE 12.47 KV OE 12.47 KV OE

2612303 45/4 WD

STA 31+21.58

OFF 23.93 RT

6631565 50/3 WD

STA 31+88.67

OFF 25.20 RT

12.47 K

V

O E

12.47 KV OE 12.47 KV OE 12.47 KV OE

7.2 K

V

O E

7.2 K

V

O E

7.

K V

O E

7.

K V

O E

2612161 45/4 WD

STA 32+71.42

OFF 27.46 RT

7936530 35/5 WD

STA 32+49.54

OFF 25.20 LT

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

8.93

8.858.8

ELEC

U

12" 8"

18"10"

33 34 35 36 37 38 39

+76.03

24.64 LT.

+33.87

24.69 LT.

+42.82

24.68 LT.

+52.37

24.66 LT.

+54.10

23.66 LT.

+87.85

23.79 LT.

+04.64

23.73 LT.

+59.98

23.43 LT.

+68.92

23.45 LT.

+93.50

23.52 LT.

+95.23

24.53 LT.

+21.67

24.60 LT.

+31.24

25.63 LT.

+84.40

23.68 LT.

+93.46

23.68 LT.

+45.23

23.66 LT.

+53.99

23.66 LT.

+12.56

23.68 LT.

+21.46

23.68 LT.

+25.70

23.74 LT.

+43.49

23.76 LT.

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

MATCH EXIST.

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

EXIST. R/W

SURVEY DARLINGTON RD.

+01.87 23.77

+10.88 23.77

EXIST. R/W

EXIST. R/W

DARLINGTON RD. N 89° 06' 34" E

+26.93

24.69 LT.

+25.20

23.69 LT.

LEGEND

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

5' WIDE AND 4" THICK

CONC. SIDEWALK

+89.40

23.65 LT.

+55.61

25.70 LT.

+62.55

21.68 LT.

+77.35

21.68 LT.

+80.82

23.68 LT.

+60.25

23.69 LT.

+71.71

30.33 LT.

+94.39

30.35 LT.

+05.88

23.73 LT.

REMOVE TREE

MATCH EXIST.

REMOVE PAVERS WITHIN

SIDEWALK LIMITS

REMOVE PAVERS WITHIN

SIDEWALK LIMITS

STA. 38+00.00

N:1404371.477 E:416493.446

6" THICK CONC.

INSTALL INLET

PROTECTION SYSTEM

M

AT

C H

LI

N E S

TA

.0

M

AT

C H

LI

N E S

TA

.0

U

8" 12"14"

8.64

WATER

18"

9.2

U

24"8"

39 40 41 42 43 44 45

EXIST. R/W

SURVEY DARLINGTON RD.

+01.87

23.77 LT.

+10.88

23.77 LT.

+25.90

23.77 LT.

+27.63

22.77 LT.

+33.63

22.77 LT. +35.37

23.77 LT.

+53.58

23.77 LT.

+70.77

23.76 LT.

+24.27

23.78 LT.

+33.26

23.79 LT.

+84.11

23.81 LT.

+93.16

23.79 LT.

+36.54

23.76 LT.

+55.28

23.75 LT.

+93.16

23.80 LT.

+94.88

24.81 LT.

+07.23

23.87 LT.

+15.97

23.92 LT.

+59.16

24.13 LT.

+76.99

23.15 LT.

+26.09

23.21 LT.

+41.14

24.26 LT.

+80.29

24.22 LT.

+98.47

24.37 LT.

+51.12

24.28 LT.

+58.99

24.29 LT.

CONST. DRIVEWAY

(SEE SHEET 4)

MATCH EXIST. MATCH EXIST. MATCH EXIST.

CONST. DRIVEWAY

(SEE SHEET 4)

CONST. DRIVEWAY

(SEE SHEET 4)

+95.05

24.32 EXIST. R/W

DARLINGTON RD.N 89° 06' 34" E

LEGEND

Concrete Driveway

Concrete Driveway

Concrete Driveway Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway

Concrete Driveway Concrete Driveway

Concrete Driveway

5' WIDE AND 4" THICK

5' WIDE AND 4" THICK

CONC. SIDEWALK

+01.56

24.85 LT.

+03.30

23.85 LT.

+83.34

19.16 LT.

+85.07

18.16 LT.

+16.49

19.20 LT.

+14.76

18.19 LT.

4' 4'

MATCH EXIST.

6" THICK CONC.

REPLACE

MAILBOX

REPLACE

MAILBOX

REPLACE

MAILBOX

REPLACE

MAILBOX

M

AT

C H

LI

N E S

TA

.0

M

AT

C H

LI

N E S

TA

.0

N

1"

0'

N

1"

0'

P:\PR62052\ED024-016 (CADD)\Roadway\PLANRD01.dwgJohn Hutchison 9/13/2024 1:11:08 PM

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N E D A

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1G

-2

3.

4, F

.A .C

PREPARED BY:

BURGESS & NIPLE, INC.

1511 N WESTSHORE BLVD, SUITE 500

TAMPA, FL 33607 PH: (813) 962-8689

ROAD NO. COUNTY

DESCRIPTION DESCRIPTIONDATE

REVISIONS

SHEET

NO.

PASCO

DATE

W.O. NO.

23006.00 STEVEN C. BRONZELL, P.E. NO. 76425

ROADWAY PLAN (3)

246266 45 CTE

STA 35+36.79

OFF 22.67 RT

2370 45/4 WD

STA 36+69.37

OFF 22.20 RT

2612052 45/4 WD

STA 38+26.13

OFF 23.33 RT

2369 45/4 WD

STA 39+69.31

OFF 23.47 RT

2612050 45/4 WD

STA 41+18.83

OFF 23.53 RT

246283 45/4 WD

STA 42+74.41

OFF 22.60 RT

V O

E

12.47 KV OE 12.47 KV OE

2612048 45/4 WD

STA 44+26.37

OFF 23.07 RT

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

.4

K

V U

E

NOTE:

UNDERGROUND ELECTRIC CABLES

IN THIS AREA. CALL SUNSHINE

811 (1-800-432-4770)

FOR SPECIFIC LOCATIONS.

12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE 12.47 KV OE 12.47 KV OE

WATER

26"

WATERWATER

WATER

WATERWATER

15"

ELEC

12"

12"

16"

WATER

WATER

WATERWATER

WATER

11" 6"

24"

8" 7" 26"

WATER

11"

22"

23" 38"

COMM

SAN

WATER WATER

18" RCP Line Only

WATER

WATER

WATER

45 46 47 48 49 50

+95.05

24.32 LT.

+97.48

23.34 LT.

+12.21

23.37 LT.

+26.24

23.40 LT.

+43.68

23.44 LT.

+55.17

26.77 LT.

+57.85

27.75 LT.

+68.26

27.18 LT.

+77.30

27.13 LT.

+91.93

27.05 LT.

+19.71

29.68 LT.

+35.39

29.70 LT.

+47.52

22.71 LT.

+91.56

21.97 LT.

+05.58

29.77 LT.

CONST. DRIVEWAY

(SEE SHEET 4)

MATCH EXIST.

MATCH EXIST.

EXIST. R/W

SURVEY DARLINGTON RD.

CONST. DRIVEWAY

(SEE SHEET 4)

EXIST.

R/W

PLACE

DARLINGTON RD.N 89° 06' 34" E

REPLACE DROP CURB

MATCH EXIST.

+35.48

31.59 LT.

+36.17

29.60 LT.

+84.81

29.65 LT.

+61.59

13.76 LT.

+59.49

13.76 LT.

+85.50

31.65 LT.

SAW CUT AND MATCH EXIST.

SAW CUT AND

MATCH EXIST.

REMOVE ASPHALT AND

REPLACE WITH SOD.

LEGEND

END PROJECT

END CONSTRUCTION

STA. 50+44.88

U S

A

LO

H A

P L.

EXIST. R/W

EXIST. R/W

Concrete Driveway

C o n c r e t e

D r i v e w a y

Concrete Driveway

Asphalt Drive

Asphalt Drive

5' WIDE AND 4" THICK

CONC. SIDEWALK

25' R

25' R

12" WHITE

DETECTABLE WARNING

(FDOT INDEX 522-002)

CONST. DRIVEWAY

(SEE SHEET 4)

SAW CUT AND

MATCH EXIST.

+81.91

27.62 LT.

+72.92

27.67 LT.

+94.61

27.68 LT.

SAW CUT AND MATCH EXIST.

+60.70

29.82 LT.

+64.96

27.37 LT.

+35.72

27.40 LT.

+40.82

36.25 LT.

+44.88

33.28 LT.

RELOCATE SIGN

RELOCATE (1) SIGN

REMOVE CROSSWALK SIGN

REMOVE CROSSWALK

PAVEMENT MARKINGS

TREE PROTECTION

BARRIER

£ SURVEY DARLINGTON RD.

+88.26

19.00 LT.

6'

STA. 50+64.13

N:1404391.126 E:417757.423

RELOCATE SIGN

6" THICK CONC.

LIMITS OF MILLING

AND RESURFACING

+76.00

13.65 LT.

+65.98

14.29 LT.

+18.01

31.68 LT.

REPLACE

MAILBOX

MATCH EXIST.

6" DBL YELLOW

6" DBL YELLOW

MATCH EXIST.

6" DBL YELLOW

18" WHITE

INSTALL INLET

PROTECTION SYSTEM

REMOVE CROSSWALK SIGN

6" WHITE

M

AT

C H

LI

N E S

TA

.0

ROADWAY PLAN (4)

N

1"

0'

P:\PR62052\ED024-016 (CADD)\Roadway\PLANRD01.dwgJohn Hutchison 9/13/2024 1:11:10 PM

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-2

3.

4, F

.A .C

PREPARED BY:

BURGESS & NIPLE, INC.

1511 N WESTSHORE BLVD, SUITE 500

TAMPA, FL 33607 PH: (813) 962-8689

ROAD NO. COUNTY

DESCRIPTION DESCRIPTIONDATE

REVISIONS

SHEET

NO.

PASCO

DATE

W.O. NO.

23006.00 STEVEN C. BRONZELL, P.E. NO. 76425

2612047 45/4 WD

STA 45+61.09

OFF 25.40 RT

12.47 KV OE12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

6271049 45/4 WD

STA 47+29.31

OFF 26.59 RT

437711919 MID SPAN TAP

STA 48+21.53

OFF 27.06 RT

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

12.47 K

V

U E

8022861 60/3 WD

STA 50+26.54

OFF 32.88 RT

8022859 60/3 WD

STA 50+39.88

OFF 71.26 RT

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

7536311 9X14 AG PED

STA 50+40.92

OFF 85.40 LT

.4

K

V O

E

.4

K V

O E

.4

K

V O

E

238127 50/3 WD

STA 48+65.38

OFF 26.15RT

.4

K

V O

E

NOTE:

UNDERGROUND ELECTRIC CABLES

IN THIS AREA. CALL SUNSHINE

811 (1-800-432-4770)

FOR SPECIFIC LOCATIONS.

2612638 45/4 WD

STA 48+23.53

OFF 32.50 LT

2612657 50/3 WD

STA 50+42.25

OFF 83.42 LT

12.47 KV OE

8653498 45/4 WD

STA 47+13.73

OFF 36.00 RT

7474537 9X14 AG PED

STA 48+65.71

OFF 30.14 RT

8653499 AG 12x20 PED

STA 47+15.56

OFF 38.60 RT

.4

K

V O

E

NO CONFLICTS IDENTIFIED ON THIS PAGE

.4

K

V O

E

.4

K V

O E

.4

K

V O

E

09613900504150 UG 3P TF 75KVA

STA 48+65.91

OFF 66.70 RT

12.47 K

V

U

E 437711933 MID SPAN TAP

STA 48+40.00

OFF 34.19 RT

NO TAG 30 CTE

STA 50+44.48

OFF 63.62 RT

240V OE

12.47 KV UE

.4

K

V U

E

NO TAG 48X78X60 PB

STA 50+12.77

OFF 27.68 LT

SD

WATER

WATER

SAN

18",23"8" 5",5",5"

8"

SAN

10 11 12 13 14 15 16

EXIST. R/W

SURVEY DARLINGTON RD.

EXIST. R/W

EXIST. R/W

EXIST. R/W

S 89° 13' 13" E

H A

M A

D R

B A

D E

N D

R

DARLINGTON RD.

OFOC/TO REMAIN

SPECTRUM

BE

(D

BE(D)

BE

(D

BE

(D

B E D

B E D

BE

(D

B E D

B E D

BE(D)

B E D

B E D

B E D

B E D

BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

B T D

BFOC(D)

BT(D)

W( D)

W( D)

W( D)

W( D)

W( D)

W( D)

W( D)

W( D)

(3X) BT & BFOC/TO REMAIN

FRONTIER

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

BT/TO REMAIN

FRONTIER

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

(3X) BT & BFOC/TO REMAIN

FRONTIER

BT/TO REMAIN

FRONTIER

BT/TO REMAIN

FRONTIER

8" WM/TO REMAIN

FGUA

BE (7.2 KV)/TO REMAIN

DUKE-DIST.

BE (7.2 KV)/TO REMAIN

DUKE-DIST.

BE (7.2 KV)/TO REMAIN

DUKE-DIST.

BE (7.2 KV)/TO REMAIN

DUKE-DIST.

HH/TO BE ADJUSTED

FRONTIER / BY OTHERS HH/TO BE ADJUSTED

FRONTIER / BY OTHERS

BEGIN PROJECT

STA. 11+08.00

SURVEY DARLINGTON RD.

DETECTABLE WARNING

(FDOT INDEX 522-002)

LEGEND

5' WIDE AND 4" THICK

CONC. SIDEWALK

6" THICK CONC.

M

AT

C H

LI

N E S

TA

.0

48" 9"

12",12",12"

10"10" 4"

12" 8" 13"

16 17 18 19 20 21

SURVEY DARLINGTON RD.

EXIST. R/W

EXIST. R/W

S 89° 13' 13" E

DARLINGTON RD.

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)

BFOC(D)

W(D)

OFOC/TO REMAIN

SPECTRUM

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

OE (12.47 KV) & POLE/TO REMAIN

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

BT/TO REMAIN

FRONTIER

(3X) BT & BFOC/TO REMAIN

FRONTIER

(3X) BT & BFOC/TO REMAIN

FRONTIER

BE (7.2 KV)/TO REMAIN

DUKE-DIST.

HH/TO BE ADJUSTED

FRONTIER / BY OTHERS HH/TO BE ADJUSTED

FRONTIER / BY OTHERS

LEGEND

5' WIDE AND 4" THICK

CONC. SIDEWALK

6" THICK CONC.

M

AT

C H

LI

N E S

TA

.0

M

AT

C H

LI

N E S

TA

.0

N

1"

0'

N

1"

0'

P:\PR62052\ED024-016 (CADD)\Roadway\UTADRD01.dwgJohn Hutchison 9/13/2024 12:55:38 PM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PREPARED BY:

BURGESS & NIPLE, INC.

1511 N WESTSHORE BLVD, SUITE 500

TAMPA, FL 33607 PH: (813) 962-8689

ROAD NO. COUNTY

DESCRIPTION DESCRIPTIONDATE

REVISIONS

SHEET

NO.

PASCO

DATE

W.O. NO.

23006.00 STEVEN C. BRONZELL, P.E. NO. 76425

UTILITY ADJUSTMENT

PLAN (1)

2632779 45/4 WD

STA 11+45.66

OFF 23.79 RT

7.2 K

V

U E

7.

KV

U

E

2632915 45/4 WD

STA 12+99.08

OFF 23.27 RT

7.2 K

V

U E

7.

K V

U E

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

2632916 45/4 WD

STA 14+80.00

OFF 23.07 RT7.2 K

V U

E

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

2632782 45/4 WD

STA 17+24.75

OFF 20.87 RT

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

12A7282R 45/4 WD

STA 19+77.28

OFF 21.85 RT

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

NOTE:

UNDERGROUND ELECTRIC CABLES

IN THIS AREA. CALL SUNSHINE

811 (1-800-432-4770)

FOR SPECIFIC LOCATIONS.

7.2 KV UE

7.

KV

U

E

12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE

2632812 45/4 WD

STA 09+89.56

OFF 23.58 RT

40"8" 13"

14"14"

20"

WATER

10"

24" 24"

X-CUT

WATER

22 23 24 25 26 27

SURVEY DARLINGTON RD.

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

S 89° 13' 13" E N 89° 06' 34" E

T A

H

IT

IA

N

D R

DARLINGTON RD.

R O

S E

LA

W

N D

R

W D

W D

W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)

B E D

B E D

B E D

B E D

B E D

B E D

BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)

B F O C D

B F O C D

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

B F O C D

B F O C D

B F O C D

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)

BFOC(D)

W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)

W D

W D

W D

W D

W D

W D

W D

OFOC/TO REMAIN

SPECTRUM

8" HDPE WM/TO REMAIN

SUNSHINE WATER

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

BT/TO REMAIN

FRONTIER

1.5" HDPE W/BFOC/TO REMAIN

FRONTIER

(3X) BT & BFOC/TO REMAIN

FRONTIER

BT/TO REMAIN

FRONTIER

1.5" HDPE W/BFOC/TO REMAIN

FRONTIER

1.5" HDPE W/BFOC/TO REMAIN

FRONTIER

4" WM/TO REMAIN

FGUA

WM/TO REMAIN

FGUA

2" WM/TO REMAIN

FGUA

6" WM/TO REMAIN

FGUA

BE (7.2 KV)/TO REMAIN

DUKE-DIST.

BE (7.2 KV)/TO REMAIN

DUKE-DIST.

BE (7.2 KV)/TO REMAIN

DUKE-DIST.

MH RING & COVER/TO BE ADJUSTED

UNKNOWN/BY OTHERS

HH/TO BE ADJUSTED

FRONTIER / BY OTHERS

HH/TO BE ADJUSTED

FRONTIER / BY OTHERS

5' WIDE AND 4" THICK

WATER VALVE/TO BE ADJUSTED

FGUA/BY OTHERS

LEGEND

5' WIDE AND 4" THICK

CONC. SIDEWALK

DETECTABLE WARNING

(FDOT INDEX 522-002)

6" THICK CONC.

LIMITS OF MILLING

AND RESURFACING

REMOVE CONCRETE AND

REPLACE WITH SOD.

M

AT

C H

LI

N E S

TA

.0

M

AT

C H

LI

N E S

TA

.0

4",4"10" 26"

7" 7"

11"

13"

11"

44"

SD

U

9"

15",28"

12"

5",5",8"

10",12"

13"

23"

28 29 30 31 32 33

SURVEY DARLINGTON RD.

EXIST. R/W

EXIST. R/W

EXIST. R/W

N 89° 06' 34" E

P

LE

A S

U R

E D

R

DARLINGTON RD.

W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)

B E D

B E D

B E D

B E D

B E D

B E D

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)

B T D

B T D

W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)

OFOC/TO REMAIN

SPECTRUM

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

1.5" HDPE W/BFOC/TO REMAIN

FRONTIER

BT/TO REMAIN

FRONTIER

(3X) BT/TO REMAIN

FRONTIER

(3X) BT/TO REMAIN

FRONTIER

(3X) BT/TO REMAIN

FRONTIER

8" HDPE WM/TO REMAIN

SUNSHINE WATER

WATER VALVE/TO REMAIN

SUNSHINE WATER

4" WM/TO REMAIN

FGUA

BE (7.2 KV)/TO REMAIN

DUKE-DIST.

BE (7.2 KV)/TO REMAIN

DUKE-DIST.

BE (7.2 KV)/TO REMAIN

DUKE-DIST.

HH/TO BE ADJUSTED

FRONTIER/BY OTHERS

LEGEND

5' WIDE AND 4" THICK

CONC. SIDEWALK

6" THICK CONC.

M

AT

C H

LI

N E S

TA

.0

M

AT

C H

LI

N E S

TA

.0

N

1"

0'

N

1"

0'

P:\PR62052\ED024-016 (CADD)\Roadway\UTADRD01.dwgJohn Hutchison 9/12/2024 11:18:04 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PREPARED BY:

BURGESS & NIPLE, INC.

1511 N WESTSHORE BLVD, SUITE 500

TAMPA, FL 33607 PH: (813) 962-8689

ROAD NO. COUNTY

DESCRIPTION DESCRIPTIONDATE

REVISIONS

SHEET

NO.

PASCO

DATE

W.O. NO.

23006.00 STEVEN C. BRONZELL, P.E. NO. 76425

UTILITY ADJUSTMENT

PLAN (2)

12.47 K

V

O E

12.47 KV OE12.47 KV OE

22733 45/4 WD

STA 23+69.79

OFF 23.34 RT

22734 45/4 WD

STA 22+33.56

OFF 25.87 RT

7.2 K

V

O E

7.2 K

V

O E

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

22188 45/4 WD

STA 25+70.20

OFF 24.14 RT

V O

E

V

O E

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

22187 45/4 WD

STA 28+81.53

OFF 23.47 RT

V O

E

V

O E

V O

E

V

O E

12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE 12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE12.47 KV OE 12.47 KV OE 12.47 KV OE

2612303 45/4 WD

STA 31+21.58

OFF 23.93 RT

6631565 50/3 WD

STA 31+88.67

OFF 25.20 RT

.4

K

V O

E

12.47 KV OE 12.47 KV OE 12.47 KV OE

7.2 K

V

O E

7.2 K

V

O E

7.

K V

O E

7.

K V

O E

2612161 45/4 WD

STA 32+71.42

OFF 27.46 RT

7936530 35/5 WD

STA 32+49.54

OFF 25.20 LT

12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE 12.47 KV OE

8.93

8.858.8

ELEC

U

12" 8"

18"10"

33 34 35 36 37 38 39

EXIST. R/W

SURVEY DARLINGTON RD.

EXIST. R/W

EXIST. R/W

N 89° 06' 34" EDARLINGTON RD.

W(D)

W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)

W(D) W(D) W(D)

W(D) W(D) W(D)

B E D

B E D

BFOC(D)

BT(D)

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)

W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)

OFOC/TO REMAIN

SPECTRUM

WATER VALVE/TO REMAIN

SUNSHINE WATER

8" HDPE WM/TO REMAIN

SUNSHINE WATER

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DI…