9-E1. PLANS DARLINGTON RD SS.pdf

PDF 4 MB Posted Feb 10, 2026

Attached to: DARLINGTON ROAD SIDEWALK IMPROVEMENTS FROM HAMA DRIVE TO US 19
Solicitation number: IFB-BW-26-007
Issued by: Pasco County, Florida

About this file

Written by GovTribe AI · Feb 11, 2026

Darlington Road Sidewalk Improvements Project

This document is a set of contract plans prepared by Burgess & Niple, Inc. for the Pasco County Board of County Commissioners in Florida. The project encompasses sidewalk improvements on Darlington Road extending from Hama Drive to US 19, spanning approximately 0.746 miles (3,936.88 linear feet). The scope of work includes the construction of 5-foot-wide and 4-inch-thick concrete sidewalks, curb ramps with detectable warning surfaces, utility adjustments, roadway milling and resurfacing with structural course materials, concrete driveways, mailbox replacements, pavement markings, and temporary erosion control measures. The project is identified as Pasco County Project Number 23006.00 and is located in Sections 25 and 30, Township 26S, Range 15E and 16E. The plans were prepared by Professional Engineer Steven C. Bronzell (Florida License No. 76425) and digitally signed on November 14, 2024. The project design adheres to Florida Department of Transportation standards for FY2024-2025 and the 2018 Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways.

The contract plans include comprehensive details on typical sections, cross-sections at regular intervals, roadway plans, temporary traffic control procedures, and utility adjustment plans. Multiple utilities require coordination, including Charter Communications/Spectrum, Duke Energy Distribution, Frontier Communications, Florida Governmental Utility Authority, Sunshine Water Services, MCI, Clearwater Gas Systems, and Zayo Group. Contractors are required to provide two working days' notice to utility agencies prior to construction and coordinate scheduling accordingly. The project involves standard and structural course asphalt resurfacing, with limits of milling and resurfacing clearly delineated on the plans. Construction sequencing prioritizes traffic maintenance along the existing facility while work progresses westbound along Darlington Road, with portable changeable message signs required to communicate with motorists regarding construction activities and delays.

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File	Type	Posted
7-G2. REQUIRED FLORIDA TRENCH SAFETY ACT CERTIFICATION AND DISCLOSURE STATEMENT.pdf	PDF	Feb 10, 2026
2-G3. REQUIRED CONFLICT OF INTEREST DISCLOSURE.pdf	PDF	Feb 10, 2026
8-F. BID PROPOSAL-OFFEROR FORM.pdf	PDF	Feb 10, 2026
3-H. AGREEMENT - CONSTRUCTION.pdf	PDF	Feb 10, 2026
10-E2. UTILITY COORDINATION.pdf	PDF	Feb 10, 2026
5-G1. REQUIRED BID BOND.pdf	PDF	Feb 10, 2026
1-B. INSTRUCTIONS TO BIDDERS.pdf	PDF	Feb 10, 2026
12-I. POST AWARD DOCUMENTS - CONSTRUCTION.pdf	PDF	Feb 10, 2026
14-E. PROJECT SPECIFIC SPECIAL CONDITIONS-SPECIAL PROVISIONS-TECH SPECS-PERMITS-REPORTS.pdf	PDF	Feb 10, 2026
11-A. ADVERTISEMENT PAGE.pdf	PDF	Feb 10, 2026
13-D. SPECIAL CONDITIONS.pdf	PDF	Feb 10, 2026
6-C. GENERAL CONDITIONS.pdf	PDF	Feb 10, 2026
4-G4. REQUIRED CERTIFICATION OF UNDERSTANDING.pdf	PDF	Feb 10, 2026

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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

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

H O

U N

N S

UNION

BREVARD

MONROE

C O

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

11/14/2024 5:15:36 PM P:\PR62052\ED024-016 (CADD)\Roadway\KEYSRD01.dwgMichael Canizares

U S

INDEX

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

4, F

.A .C

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

BRIDGES

AutoCAD SHX Text

EXCEPTIONS

AutoCAD SHX Text

LENGTH OF PROJECT

AutoCAD SHX Text

MILES

AutoCAD SHX Text

LINEAR FEET

AutoCAD SHX Text

NET LENGTH OF PROJECT

AutoCAD SHX Text

GROSS LENGTH OF PROJECT

AutoCAD SHX Text

PROJECT LENGTH IS BASED ON £ SURVEYSURVEY

AutoCAD SHX Text

PASCO COUNTY

AutoCAD SHX Text

CONTRACT PLANS

AutoCAD SHX Text

DARLINGTON ROAD SIDEWALK IMPROVEMENTS

AutoCAD SHX Text

AutoCAD SHX Text DISTRICT 1: RON OAKLEY, CHAIRMAN RON OAKLEY, CHAIRMAN DISTRICT 2: SETH WEIGHTMAN SETH WEIGHTMAN DISTRICT 3: KATHRYN STARKEY, VICE CHAIRMAN KATHRYN STARKEY, VICE CHAIRMAN DISTRICT 4: LISA YEAGER LISA YEAGER DISTRICT 5: JACK MARIANO JACK MARIANO COUNTY ADMINISTRATOR: MIKE CARBALLA, P.E.MIKE CARBALLA, P.E.

AutoCAD SHX Text 3,936.88

AutoCAD SHX Text 0.746

AutoCAD SHX Text

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION.

AutoCAD SHX Text

48 HOURS BEFORE DIGGING

AutoCAD SHX Text

"CALL SUNSHINE"

AutoCAD SHX Text 1-800-423-4770

AutoCAD SHX Text AS OF THE DATE OF THESE PLANS UTILITY RELOCATIONS HAD NOT BEEN FINALIZED. RELATED IMPROVEMENTS SHOWN HEREIN ARE SUBJECT TO CHANGE AND NOT INCLUDED UNDER THIS CERTIFICATION.

AutoCAD SHX Text 3,936.88

AutoCAD SHX Text 0.746

AutoCAD SHX Text 3,936.88

AutoCAD SHX Text 0.746

STATE OF

No.

FESSIONAL ENGIN

C. BRONZELL

FLORI'A

76425

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

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.

BURGESS & NIPLE

1511 N. WESTSHORE BLVD. SUITE 500

TAMPA, FL 33607

P:\PR62052\ED024-016 (CADD)\Roadway\SIGNRD01.dwgMichael Canizares 11/14/2024 5:15:40 PM

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

INDEX OF ROADWAY PLANS

SHEET NO. SHEET DESCRIPTION

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

SIGNATURE SHEET

AutoCAD SHX Text

PASCO COUNTY

REGISTERED PROFESSIONAL ENGINEER FLORIDA LICENSE No.

P:\PR62052\ED024-016 (CADD)\Roadway\CESSRD01.dwgMichael Canizares 11/14/2024 5:15:54 PM

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

SUMMARY OF PAY ITEMS

AutoCAD SHX Text

PASCO COUNTY

TYPICAL SECTION

STA. 11+08.00 TO STA. 50+44.88

5.0'VARIES VARIES ±2' ±12'

MATCH EXIST.

EXIST. GROUND

EXIST. R/W

CONC. SIDEWALK EXIST.

CONC.

MIAMI

CURB

EXIST. LANE

1'-4"

SOD

VARIES

1'-4"

SURVEY DARLINGTON RD.

MILL EXISTING ASPHALT

PAVEMENT FOR DEPTH (1.5" AVG. DEPTH)

MILLING

STRUCTURAL COURSE SP-12.5 (TRAFFIC B) (1.5") (PG 76-22)

RESURFACING

4" THICK CONC. SIDEWALK

2.00% (MAX.)

LIMITS OF STANDARD

CLEARING & GRUBBING

EXIST. R/W (±30') EXIST. R/W (±30')

5' (TYP.)

4' MIN.

VARIES

(SEE PLAN)

PLAN

SECTION A-A

DRIVEWAY DETAIL

VARIES(14.0% MAX.)

2.0%5' CONC. SIDEWALK

EXIST. MIAMI CURB

SAW CUT AND

MATCH EXIST.

SAW CUT AND

MATCH EXIST.

SAW CUT AND

MATCH EXIST.

SAW CUT AND

MATCH EXIST.

6" THICK CONC.

DRIVEWAY TO MATCH

EXIST. LIMITS

6" THICK CONC.

5' CONC. SIDEWALK

EXIST.

DRIVEWAY

EXIST. MIAMI CURB

EXIST. R/W

EXIST DRIVEWAY

P:\PR62052\ED024-016 (CADD)\Roadway\TYPSRD01.dwgMichael Canizares 11/14/2024 5:16:27 PM

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

TYPICAL SECTION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

PASCO COUNTY

P:\PR62052\ED024-016 (CADD)\Roadway\GNNTRD01.dwgMichael Canizares 11/14/2024 5:16:36 PM

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

GENERAL NOTES

1. TOPOGRAPHIC SURVEY IS IN FLORIDA STATE PLANE COORDINATE SYSTEM, WEST ZONE, NAD 83 (2011).

2. COMPLY WITH ALL STATE, COUNTY, AND LOCAL ORDINANCES AND OBTAIN NECESSARY WORK PERMITS THAT ARE

REQUIRED PRIOR TO CONSTRUCTION.

3. PROVIDE TWO WORKING DAYS NOTICE TO UTILITY AGENCY/OWNER’S (UAO), FDOT TRAFFIC OPERATION AND PASCO COUNTY TRAFFIC OPERATIONS, IN ORDER TO LOCATE AND IDENTIFY THEIR EXISTING UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, AS ESTABLISHED BY THE "UNDERGROUND FACILITY DAMAGE PREVENTION AND

SAFETY ACT". KNOWN UAO’S ARE:

4. COORDINATE CONSTRUCTION SCHEDULING WITH UTILITY AGENCY/OWNER’S. MEET WITH UAO’S PRIOR TO THE PRE-CONSTRUCTION CONFERENCE TO ADJUST THEIR SCHEDULES TO COINCIDE WITH THE CONSTRUCTION

SCHEDULE.

5. ERECT EROSION CONTROL DEVICES PRIOR TO LAND ALTERATIONS, MAINTAIN THEM DURING CONSTRUCTION, AND REMOVE THEM FOLLOWING SOIL STABILIZATION AND FINAL DRESSING. INSTALL AND MAINTAIN EROSION CONTROL DEVICES AS REQUIRED BY ACTUAL SITE CONDITIONS TO REFLECT PROJECT PHASING REQUIREMENTS, AND AS DIRECTED BY THE COUNTY'S ENGINEER.

6. ALL EXISTING DRAINAGE STRUCTURES WITHIN THE RIGHT-OF-WAY MUST REMAIN UNLESS SHOWN ON THE

PLANS AS TO BE REMOVED.

7. ALL STATION AND OFFSET REFERENCES ARE TO SURVEY DARLINGTON RD., UNLESS OTHERWISE NOTED.

8. MAILBOXES TO REPLACED.

9. THE PAVERS, LANDSCAPE ROCKS AND OR LANDSCAPE TIMBER LOCATED AT THE FOLLOWING STATIONS ARE TO BE REMOVED. PASCO COUNTY TO COORDINATE WITH THE PROPERTY OWNERS A MINIMUM OF 30 DAYS PRIOR TO

THE REMOVAL OF THE ITEMS ENCROACHING INTO THE RIGHT-OF-WAY.

CHARTER COMM./SPECTRUM

KENNETH WILLIAMS

Kenneth.Williams4@charter.com

(727) 224-3775

FLORIDA GOVERNMENTAL UTILITY AUTHORITY

DAVID GILLETTE

dgillette@uswatercorp.net

(727) 372-0115

DUKE ENERGY (DISTRIBUTION)

KRIS BENITEZ

kris.benitez@duke-energy.com

(813) 740-2300

(954) 607-9103 (CELL)

SUNSHINE WATER SERVICES

CESAR PASTRANA

Cesar.Pastrana@sunshinewater.com

MCI

MICHAEL KROL

Michael.Krol@verizon.com

(813) 410-4803

CLEARWATER GAS SYSTEMS

JACINTA CORCOBA

Jacinta.Corcoba@clearwatergas.com

(727) 562-4900

(727-422-9998 (CELL)

FRONTIER COMMUNICATIONS

CHRISTOPHER "SCOTT" HAND

Chistopher.S.Hand@FTR.com

(813) 431-0328

ZAYO GROUP

MARK MATHIS

ZayoFLRelocations@Zayo.com

(813) 509-2405

GENERAL NOTES

STATION SIDE

±22+64 ±26+95 ±31+00 ±35+25

LT.

STATION SIDE

±30+93 LT.

±40+99 LT.

±42+81 LT.

±43+20 LT.

±44+64 LT.

±45+03 LT.

AutoCAD SHX Text

PASCO COUNTY

WATER

SAN

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

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

DARLINGTON RD.

+76.20

36.13 LT.

+75.99

45.91 LT.

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 Apron

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.

C H

N E S

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.

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

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

C H

N E S

C H

N E S

P:\PR62052\ED024-016 (CADD)\Roadway\PLANRD01.dwgMichael Canizares 11/14/2024 5:17:00 PM

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

MATCH TOP OF

EXIST. INLET

SAW CUT AND

MATCH EXIST.

1:12

MAX.

2.0%MAX.

CURB RAMP DETAIL

N.T.S.

NOTE:

SEE FDOT INDEX 522-002

FOR ADDITIONAL INFORMATION

AutoCAD SHX Text

PASCO COUNTY

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.

CONST. DRIVEWAY

(SEE SHEET 4)

MATCH EXIST.

SURVEY DARLINGTON RD.

CURVE 1

EXIST. R/W

T A

D R

DARLINGTON RD.

R O

S E

N D

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

Asphalt Parking Lot

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

C H

N E S

C H

N E S

4",4"10" 26"

7" 7"

11"

13"

11"

44"

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

A S

U R

E D

DARLINGTON RD.

N 89° 06' 34" E

LEGEND

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.

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

C H

N E S

C H

N E S

P:\PR62052\ED024-016 (CADD)\Roadway\PLANRD01.dwgMichael Canizares 11/14/2024 5:17:06 PM

E O

F F

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D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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)

AutoCAD SHX Text

PASCO COUNTY

15",28"

8.93

8.858.8

ELEC

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

DARLINGTON RD. N 89° 06' 34" E

+26.93

24.69 LT.

+25.20

23.69 LT.

LEGEND

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

C H

N E S

C H

N E S

8" 12"14"

8.64

WATER

18"

9.2

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

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

C H

N E S

C H

N E S

P:\PR62052\ED024-016 (CADD)\Roadway\PLANRD01.dwgMichael Canizares 11/14/2024 5:17:11 PM

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S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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)

AutoCAD SHX Text

PASCO COUNTY

12"

WATER

26"

WATERWATER

WATER

WATERWATER

15"

ELEC

12"

16"

WATER

WATERWATER

WATER

11" 6"

24"

8" 7" 26"

WATER

11"

22"

23" 38"

COMM

SAN

WATER WATER

18" RCP Line Only

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.

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

H A

P L.

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

5' WIDE AND 4" THICK

CONC. SIDEWALK

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.

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

MATCH EXIST.

6" DBL YELLOW

18" WHITE

INSTALL INLET

PROTECTION SYSTEM

REMOVE CROSSWALK SIGN

6" WHITE

C H

N E S

ROADWAY PLAN (4)

P:\PR62052\ED024-016 (CADD)\Roadway\PLANRD01.dwgMichael Canizares 11/14/2024 5:17:15 PM

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D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

AutoCAD SHX Text

PASCO COUNTY

11+15.00

0 10 20 30 40 5001020304050

12+00.00

0 10 20 30 40 5001020304050

13+00.00

0 10 20 30 40 5001020304050

1" = 10' Horizontal 1" = 5' Vertical

2.00%

1.10%

1:5

BEGIN PROJECT

STA. 11+08.00

E X

/W SURVEY DARLINGTON RD.

SURVEY DARLINGTON RD.

E X

272.00%

1:4

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:35 PM

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D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (1)

AutoCAD SHX Text

PASCO COUNTY

14+00.00

0 10 20 30 40 5001020304050

15+00.00

0 10 20 30 40 5001020304050

16+20.00

0 10 20 30 40 5001020304050

2.00% 7.

2.00%

1:11

E X

SURVEY DARLINGTON RD.

0.80% 6.

0.80%

1:17

1" = 10' Horizontal 1" = 5' Vertical

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:37 PM

E O

F F

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D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (2)

AutoCAD SHX Text

PASCO COUNTY

17+20.00

0 10 20 30 40 5001020304050

18+00.00

0 10 20 30 40 5001020304050

19+00.00

0 10 20 30 40 5001020304050

1.73%

1.45%

E X

SURVEY DARLINGTON RD.

2.00% 4.16%8.

E X

/W 1" = 10' Horizontal 1" = 5' Vertical

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:39 PM

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D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (3)

AutoCAD SHX Text

PASCO COUNTY

20+20.00

0 10 20 30 40 5001020304050

21+00.00

0 10 20 30 40 5001020304050

22+00.00

0 10 20 30 40 5001020304050

2.00%

1:23

E X

/W SURVEY DARLINGTON RD.

SURVEY DARLINGTON RD.

2.06% 9.

0.99% 0.99% 8.

1" = 10' Horizontal 1" = 5' Vertical

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:41 PM

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F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (4)

AutoCAD SHX Text

PASCO COUNTY

23+00.00

0 10 20 30 40 5001020304050

24+00.00

0 10 20 30 40 5001020304050

25+00.00

0 10 20 30 40 5001020304050

E X

/W E X

/W SURVEY DARLINGTON RD.

SURVEY DARLINGTON RD.

2.00% 10.44%

1.57%

722.00% 6.02%

1" = 10' Horizontal 1" = 5' Vertical

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:42 PM

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F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (5)

AutoCAD SHX Text

PASCO COUNTY

26+00.00

0 10 20 30 40 5001020304050

27+00.00

0 10 20 30 40 5001020304050

28+00.00

0 10 20 30 40 5001020304050

2.00%

1:18

1:10

1:13

E X

/W SURVEY DARLINGTON RD.

SURVEY DARLINGTON RD.

1" = 10' Horizontal 1" = 5' Vertical

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:44 PM

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F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (6)

AutoCAD SHX Text

PASCO COUNTY

29+00.00

0 10 20 30 40 5001020304050

30+00.00

0 10 20 30 40 5001020304050

31+00.00

0 10 20 30 40 5001020304050

2.00%

1.96%

1:4

1:8

E X

SURVEY DARLINGTON RD.

1" = 10' Horizontal 1" = 5' Vertical

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:46 PM

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F F

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S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (7)

AutoCAD SHX Text

PASCO COUNTY

32+00.00

0 10 20 30 40 5001020304050

33+00.00

0 10 20 30 40 5001020304050

34+00.00

0 10 20 30 40 5001020304050

2.00% 1:9

E X

/W E X

E X

SURVEY DARLINGTON RD.

2.00% 10.67%

2.00% 5.64%9.

1" = 10' Horizontal 1" = 5' Vertical

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:48 PM

E O

F F

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F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (8)

AutoCAD SHX Text

PASCO COUNTY

35+00.00

0 10 20 30 40 5001020304050

36+00.00

0 10 20 30 40 5001020304050

37+00.00

0 10 20 30 40 5001020304050

2.00%

0.67%

1:29

1:25

E X

/W E X

SURVEY DARLINGTON RD.

1" = 10' Horizontal 1" = 5' Vertical

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:50 PM

E O

F F

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F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (9)

AutoCAD SHX Text

PASCO COUNTY

38+00.00

0 10 20 30 40 5001020304050

39+00.00

0 10 20 30 40 5001020304050

40+00.00

0 10 20 30 40 5001020304050

2.00%

0.43%

1:9

E X

SURVEY DARLINGTON RD.

0.34% 0.34%0.34% 8.

1" = 10' Horizontal 1" = 5' Vertical

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:52 PM

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D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (10)

AutoCAD SHX Text

PASCO COUNTY

41+00.00

0 10 20 30 40 5001020304050

42+00.00

0 10 20 30 40 5001020304050

43+00.00

0 10 20 30 40 5001020304050

2.00%

1.34%

1:19

E X

/W E X

E X

SURVEY DARLINGTON RD.

0.51% 0.51% 0.51%9.

E X

1" = 10' Horizontal 1" = 5' Vertical

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:53 PM

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (11)

AutoCAD SHX Text

PASCO COUNTY

44+00.00

0 10 20 30 40 5001020304050

45+00.00

0 10 20 30 40 5001020304050

46+00.00

0 10 20 30 40 5001020304050

2.00%

1:4

1:31

E X

SURVEY DARLINGTON RD.

1" = 10' Horizontal 1" = 5' Vertical 1" = 10' Horizontal 1" = 5' Vertical

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:55 PM

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (12)

AutoCAD SHX Text

PASCO COUNTY

47+00.00

0 10 20 30 40 5001020304050

48+00.00

0 10 20 30 40 5001020304050

49+00.00

0 10 20 30 40 5001020304050

2.00% 1:5

E X

SURVEY DARLINGTON RD.

1" = 10' Horizontal 1" = 5' Vertical

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:57 PM

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (13)

AutoCAD SHX Text

PASCO COUNTY

50+00.00

0 10 20 30 40 5001020304050

50+44.88

0 10 20 30 40 5001020304050

2.00% 1:8

END PROJECT

STA. 50+44.88

E X

SURVEY DARLINGTON RD.

1" = 10' Horizontal 1" = 5' Vertical

P:\PR62052\ED024-016 (CADD)\Roadway\RDXSRD01.dwgMichael Canizares 11/14/2024 5:17:59 PM

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

CROSS SECTIONS (14)

AutoCAD SHX Text

PASCO COUNTY

P:\PR62052\ED024-016 (CADD)\Roadway\TCDTRD01.dwgMichael Canizares 11/14/2024 5:18:09 PM

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

TEMPORARY TRAFFIC CONTROL PLAN (TTCP) GENERAL NOTES:

1. MAINTENANCE OF TRAFFIC SHALL FOLLOW FDOT STANDARD PLANS INDEX NOS.

102-600, 102-601, 102-603, AND 102-660, AS SPECIFIED IN THE CONSTRUCTION

PHASING NOTES. REFER TO OTHER TRAFFIC CONTROL INDICES AS APPLICABLE.

2. EXISTING POSTED SPEED LIMITS ON DARLINGTON ROAD AND ALL SIDE STREETS

WILL BE MAINTAINED FOR ALL PHASES OF WORK UNLESS OTHERWISE NOTED IN THE

PLANS.

3. SEVEN (7) DAYS PRIOR TO INITIATING TTCP FOR A LANE CLOSURE, CONTACT THE

COUNTY TO PROVIDE INFORMATION ON THE ROADWAY, DIRECTION OF TRAVEL, AND

WHICH LANE WILL BE CLOSED. THERE ARE NO SINGLE LANE CLOSURE RESTRICTIONS

DURING ACTIVE WORK PERIODS.

4. PORTABLE CHANGEABLE MESSAGE SIGNS SHALL BE USED TO PROVIDE INFORMATION

TO THE MOTORISTS DURING THE TTCP PHASES AND SHALL RELATE INFORMATION

CONCERNING CONSTRUCTION SCHEDULES, LENGTH OF DELAYS, ETC.; CONTENT AND

LENGTH OF MESSAGE SHALL BE APPROVED BY THE ENGINEER. INFORMATIONAL

SIGNS SHALL BE PLACED 7 DAYS PRIOR TO MAJOR WORK ACTIVITIES, WHICH WILL

BE DEFINED BY THE ENGINEER.

SEQUENCE OF CONSTRUCTION:

1. MAINTAIN TRAFFIC ALONG EXISTING FACILITY. ERECT ADVANCED CONSTRUCTION

IDENTIFICATION SIGNS AND CHANNELIZING DEVICES AS NECESSARY PER

TEMPORARY TRAFFIC CONTROL PLANS AND STANDARD PLANS INDEX NOS. 102-600,

102-601, 102-603, AND 102-660.

2. INSTALL TEMPORARY EROSION CONTROL DEVICES.

3. CONSTRUCT WB ROADWAY DARLINGTON RD. FROM BEGINNING OF PROJECT TO END OF

PROJECT, INCLUDING SIDEWALK, CURB RAMPS, UTILITY ADJUSTMENTS, MILLING &

RESURFACING AND PAVEMENT MARKINGS PER ROADWAY PLANS AND STANDARD

PLANS INDEX NOS. 102-600, 102-601, 102-603 AND 102-660.

TEMPORARY TRAFFIC

CONTROL NOTES AND

PHASING 24

WORKZONE

AHEAD

DATE

PCMS #1

MESSAGE 1

MESSAGE 2

PCMS # 1 TO BE USED DURING SIDEWALK,

CURB RAMPS, UTILITY ADJUSTMENTS, MILLING

& RESURFACING AND PAVEMENT MARKINGS

AutoCAD SHX Text

PASCO COUNTY

WATER

SAN

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

SAN

10 11 12 13 14 15 16

EXIST. R/W

SURVEY DARLINGTON RD.

EXIST. R/W

S 89° 13' 13" E

H A

M A

D R

B A

D E

N D

DARLINGTON RD.

OFOC/TO REMAIN

SPECTRUM

BE(D)

B E D

BE(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)

(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.

C H

N E S

48" 9"

12",12",12"

10"10" 4"

12" 8" 13"

16 17 18 19 20 21

SURVEY DARLINGTON RD.

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

DUKE-DIST.

BT/TO REMAIN

FRONTIER

(3X) BT & BFOC/TO REMAIN

FRONTIER

(3X) BT & BFOC/TO REMAIN

FRONTIER

OE (12.4 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.

C H

N E S

C H

N E S

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E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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)

AutoCAD SHX Text

PASCO COUNTY

SAN

X-CUT9"

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

S 89° 13' 13" E N 89° 06' 34" E

T A

D R

DARLINGTON RD.

R O

S E

N D

W D

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

O E

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

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

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

OE (12.4 KV)/TO REMAIN

DUKE-DIST.

OE (7.2 KV)/TO REMAIN

DUKE-DIST.

OE (120V)/TO REMAIN

DUKE-DIST.

MH RING & COVER/TO BE ADJUSTED

BY CONTRACTOR

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.

C H

N E S

4",4"10" 26"

7" 7"

11"

13"

11"

44"

15",28"

12"

5",5",8"

10",12"

13"

23"

28 29 30 31 32 33

SURVEY DARLINGTON RD.

EXIST. R/W

N 89° 06' 34" E

A S

U R

E D

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)

O E

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

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

OE (120 V)/TO REMAIN

DUKE-DIST.

OE (120 V)/TO REMAIN

DUKE-DIST.

OE (12.47 KV)/TO REMAIN

DUKE-DIST.

HH/TO BE ADJUSTED

FRONTIER/BY OTHERS

LEGEND

5' WIDE AND 4" THICK

CONC. SIDEWALK

6" THICK CONC.

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

C H

N E S

C H

N E S

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E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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)

AutoCAD SHX Text

PASCO COUNTY

15",28"

8.93

8.858.8

ELEC

12" 8"

18"10"

33 34 35 36 37 38 39

EXIST. R/W

SURVEY DARLINGTON RD.

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)

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-DIST.

(3X) BT/TO REMAIN

1.5" HDPE W/BFOC/TO REMAIN

FRONTIER

(3X) BT/TO REMAIN

FRONTIER

4" WM/TO REMAIN

FGUA

BE (12.47 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.

C H

N E S

C H

N E S

8" 12"14"

8.64

WATER

18"

9.2

24"8"

39 40 41 42 43 44 45

EXIST. R/W

SURVEY DARLINGTON RD.

EXIST. R/W

N 89° 06' 34" E 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) W(D)

O E

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) BT(D)

BFOC(D) BFOC(D) BFOC(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)

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.

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

1.5" HDPE W/BFOC/TO REMAIN

FRONTIER

(3X) BT/TO REMAIN

FRONTIER

4" WM/TO REMAIN

FGUA

OE (120 V)/TO REMAIN

DUKE-DIST.

WATER VALVE/TO BE ADJUSTED

FGUA/BY OTHERS

HH/TO BE ADJUSTED

FRONTIER/BY OTHERS

HH/TO BE ADJUSTED

FRONTIER/BY OTHERS

5' WIDE AND 4" THICK

LEGEND

5' WIDE AND 4" THICK

CONC. SIDEWALK

6" THICK CONC.

WATER VALVE/TO REMAIN

SUNSHINE WATER

C H

N E S

C H

N E S

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E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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 (3)

AutoCAD SHX Text

PASCO COUNTY

12"

WATER

26"

WATERWATER

WATER

WATERWATER

15"

ELEC

12"

16"

WATER

WATERWATER

WATER

11" 6"

24"

8" 7" 26"

WATER

11"

22"

23" 38"

COMM

SAN

WATER WATER

18" RCP Line Only

WATER

45 46 47 48 49 50

EXIST. R/W

SURVEY DARLINGTON RD.

EXIST.

R/W

N 89° 06' 34" E

END PROJECT

STA. 50+44.88

PLACE

DARLINGTON RD.

U S

H A

P L.

SURVEY DARLINGTON RD.

B F O C D

G 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)

O E

B E D

BE(D) BE(D)

B E 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)

B F O C D

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

B T V D

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

OFOC/TO REMAIN

SPECTRUM

BTV/TO REMAIN

SPECTRUM

BFOC/TO REMAIN

SPECTRUM

48 OFOC/TO REMAIN

MCI

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.

BE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

TRANSFORMER/TO REMAIN

DUKE-DIST.

MID SPAN TAP/TO REMAIN

DUKE-DIST.

9X14 AG PED/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

(3X) BT/TO REMAIN

FRONTIER

(2X) BT & BFOC/TO REMAIN

FRONTIER

4" WM/TO REMAIN

FGUA

8" WM/TO REMAIN

FGUA

OE (12.47 KV)/TO REMAIN

DUKE-DIST.

(2X) VALES, FH & 2 BFP/TO REMAIN

FGUA

REMOVE ASPHALT AND

REPLACE WITH SOD.

LEGEND

5' WIDE AND 4" THICK

CONC. SIDEWALK

DETECTABLE WARNING

(FDOT INDEX 522-002)

6" THICK CONC.

LIMITS OF MILLING

AND RESURFACING

WATER VALVE/TO REMAIN

SUNSHINE WATER

WATER VALVE/TO REMAIN

FGUA

WATER VALVE/TO REMAIN

SUNSHINE WATER

C H

N E S

P:\PR62052\ED024-016 (CADD)\Roadway\UTADRD01.dwgMichael Canizares 11/14/2024 5:18:22 PM

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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 (4)

48X78X60 PULLBOX/TO REMAIN

DUKE-DIST.

(3X) 1.25" HDPE DUCTS W/ (1) FOC/TO REMAIN

ZAYO

MANHOLE 6"X9"X12"/TO REMAIN

FRONTIER

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

MID SPAN TAP/TO REMAIN

DUKE-DIST.

30"X60" HANDHOLE/TO REMAIN

MCI

24"X36"X30" HAND-HOLE./TO REMAIN

ZAYO

OFOC/TO REMAIN

SPECTRUM

6" MDPE GM/TO REMAIN

CLEARWATER GAS

(2X) 2" HDPE CONDUIT W/BFOC/TO REMAIN

MCI

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

9X14 AG PED/TO REMAIN

DUKE-DIST.

BE (12.47 KV)/TO REMAIN

DUKE-DIST.

WATER VALVE/TO BE ADJUSTED

FGUA / BY OTHERS

WATER VALVE/TO REMAIN

UNKNOWN

WATER VALVE/TO BE ADJUSTED

FGUA/BY OTHERS

WATER VAULT/TO REMAIN

FGUA

OE (12.47 KV) & POLE/TO REMAIN

DUKE-DIST.

AutoCAD SHX Text

PASCO COUNTY

Sheets and Views

1 Key Sheet

2 SIGNATURE SHEET

3 SUMMARY OF PAY ITEMS

4 TYPICAL SECTION

5 GENERAL NOTES

6 ROADWAY PLAN (1)

7 ROADWAY PLAN (2)

8 ROADWAY PLAN (3)

9 ROADWAY PLAN (4)

10 CROSS SECTIONS (1)

11 CROSS SECTIONS (2)

12 CROSS SECTIONS (3)

13 CROSS SECTIONS (4)

14 CROSS SECTIONS (5)

15 CROSS SECTIONS (6)

16 CROSS SECTIONS (7)

17 CROSS SECTIONS (8)

18 CROSS SECTIONS (9)

19 CROSS SECTIONS (10)

20 CROSS SECTIONS (11)

21 CROSS SECTIONS (12)

22 CROSS SECTIONS (13)

23 CROSS SECTIONS (14)

24 TEMPORARY TRAFFIC CONTROL NOTES AND PHASING

25 UTILITY ADJUSTMENT PLAN (1)

26 UTILITY ADJUSTMENT PLAN (2)

27 UTILITY ADJUSTMENT PLAN (3)

28 UTILITY ADJUSTMENT PLAN (4)

1 Working (1)

2 Working (2)

3 Working (3)

4 Working (4)

5 Working (5)

6 Working (6)

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	2024-11-15T12:03:48-0500
Steven C Bronzell

File details come from the government source that posted it. Updated Feb 11, 2026.