21-26-00085 Plans - 46142490 303 4th Ave SS DrainPlan 2025-07-07.pdf

33 34

7 8 9

Ta mi am i Tr ai l

21st Ave. S.E

19th Ave.

B r

W o l f

W o l f

Br.

RUSKIN

CS

X

TR

AN

S.

Ruskin

RUSKIN

N

LOCATION OF PROJECT

THE BOARD OF COUNTY COMMISSIONERS

PLANS PREPARED BY:

ENGINEER OF RECORD:HAYLEE C. LATORRE, P.E.

P.E. NO.: 61732

CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY HAVE

NTS

START PROJECT

4TH AVE SE SURVEY

STA. 10+21.37

N 1229673.05 E 516770.76

LOCATION MAP

LENGTH OF PROJECT

DESCRIPTION LIN. FT. MILES

0.027141.59

BRIDGES

NET LENGTH OF PROJECT

EXCEPTIONS

GROSS LENGTH OF PROJECT

COUNTY C.I.P. PROJECT MANAGER VANESSA HERNANDEZ, CFM

CONTRACT PLANS COMPONENTS:

ROADWAY PLANS

INDEX OF DRAINAGE PLANS

SHEET NO. SHEET DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

1/26/2025 HCL UPDATE SUMMARY OF PAY ITEMS

CIP NO.

HAYLEE C. LATORRE, P.E. NO. 61732

PLUMMER ASSOCIATES INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

(813) 641-1200

PURCHASE ORDER NO: 222214747

CONTRACT AGREEMENT NO: 222208848

2546142.490

KEN HAGAN CHAIR

GWEN MYERS VICE CHAIR

DONNA CAMERON CEPEDA CHAPLAIN

HARRY COHEN COMMISSIONER

PAT KEMP COMMISSIONER

CHRITINE MILLER COMMISSIONER

JOSHUA WOSTAL COMMISSIONER

KEY SHEET

SIGNATURE SHEET

SUMMARY OF PAY ITEMS

DRAINAGE MAP

TYPICAL SECTION

SUMMARY OF DRAINAGE STRUCTURES

PROJECT LAYOUT

PROJECT CONTROL

GENERAL NOTES

PLAN-PROFILE

CROSS SECTIONS

MISCELLANEOUS DETAILS

STORMWATER POLLUTION PREVENTION PLAN

STORMWATER POLLUTION PREVENTION PLAN

STORMWATER POLLUTION PREVENTION PLAN

TEMPORARY TRAFFIC CONTROL PLANS

DETOUR PLAN

UTILITY ADJUSTMENTS

SUMMARY OF QUANTITIES

ROADWAY SOIL SURVEY

SQ-1

GR-1

4TH AVE SE (ALONG SURVEY BASELINE)

ROADWAY (ROAD 2)

SECTION 08, TOWNSHIP 32S, RANGE 19E

FISCAL

YEAR

SHEET

NO

0000.00 0000.00 000.00 0000.00 141.59

0.000 0.000 0.000 0.000 0.027

END PROJECT

4TH AVE SE SURVEY

STA. 11+65.01

N 1229670.38 E 516914.08

LAST UPDATE: 3/31/2025

Z:\Shared\Projects\Water\5003\015-01\CAD\Construction\1 KEY SHEET.dwg2:43:41 PM3/31/2025HLATORRE

Florida Department of Transportation, FY 2023-24 Standard Plans for Road and Bridge Construction and applicable Interim Revisions (IRs).

Standard Plans for Road Construction and associated IRs are available at the following website: http://www.fdot.gov/design/standardplans

Hillsborough County Standard Details and General Notes are available at the following website: https://www.hillsboroughcounty.org/en/government/county-projects/ consultant-cip-project-resources/standard-details-and-project-plan-sheet-templates

Hillsborough County Public Works Standard Specifications for Construction OCTOBER 2023 and FDOT Standard Specifications for Roadway and Bridge Construction, Divisions II & III as directed under the Hillsborough County Standard Specifications for Construction

GOVERNING DESIGN STANDARDS:

GOVERNING STANDARD SPECIFICATIONS:

HILLSBOROUGH COUNTY

PUBLIC WORKS ADMINISTRATION

ENGINEERING AND OPERATIONS DEPARTMENT

CONTRACT PLANS

303 4th AVE SE

CULVERT REPLACEMENT

CIP # 46142490

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AutoCAD SHX Text

SCALE:

AutoCAD SHX Text N

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text U.S. 41

AutoCAD SHX Text U.S. 301

AutoCAD SHX Text I-75

AutoCAD SHX Text S.R. 674

AutoCAD SHX Text S.R. 60

AutoCAD SHX Text S.R. 39

AutoCAD SHX Text U.S. 41

AutoCAD SHX Text I-275

AutoCAD SHX Text Race TracK Rd.

AutoCAD SHX Text Ehrlich Rd

AutoCAD SHX Text Dale Mabry Hwy.

AutoCAD SHX Text Hillsborough Ave.

AutoCAD SHX Text S.R. 580

SHEET NO. SHEET DESCRIPTION

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\015-01\CAD\Construction\2 SIGNATURE SHEET.dwgNisha Bhatta 7/7/2025 6:06:25 PM

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

SIGNATURE SHEET 2

KEY SHEET

SIGNATURE SHEET

SUMMARY OF PAY ITEMS

DRAINAGE MAP

TYPICAL SECTION

SUMMARY OF DRAINAGE STRUCTURES

PROJECT LAYOUT

PROJECT CONTROL

GENERAL NOTES

PLAN-PROFILE

CROSS SECTIONS

MISCELLANEOUS DETAILS

STORMWATER POLLUTION PREVENTION PLAN

TEMPORARY TRAFFIC CONTROL PLANS

DETOUR PLAN

UTILITY ADJUSTMENTS

SUMMARY OF QUANTITIES

ROADWAY SOIL SURVEY

13-15

SQ-1

GR-1

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

HA

YL

EE C. LATORRE

FLORIDA

61732

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.

PLUMMER ASSOCIATES, INC.

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FLORIDA 33609

HAYLEE C. LATORRE, P.E. NO. 38627

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\015-01\CAD\Construction\3 SUMMARY OF PAY ITEMS.dwgNisha Bhatta 7/8/2025 11:33:04 AM

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

SUMMARY OF PAY ITEMS 3

UPDATE SUMMARY OF PAY ITEMS1/26/2025

CONTROL POINT

N: 1229664.63 E: 516955.89

ELEV: 5.08

CONTROL POINT

N: 1229666.65 E: 516828.23

ELEV: 4.62

INV 43X68 CMP

ELEV=-0.47

4.60 4.97

4.68 4.67

4.83

4.30

4.85 4.744.91

4.784.64

5.035.01 5.31

4.95 4.77 5.25

4.5 4.64.6

4.6 4.5

3.9

1.6 1.1

0.8-0.3

1.5

3.3

4.36 4.29

4.26 4.40

4.45

4.36 4.29 4.53

4.64

INV 12" RCP

ELEV=2.07

INV 12" RCP

ELEV=1.18

4.4 3.2

1.6-0.4

0.9

3.4 3.8

3.0

INV 43X68 CMP

ELEV=-0.34

-0.7 1.0

2.7 3.1

-0.51.33.74.1

4.3

3.5 3.4 0.9 0.0 -0.6 1.2 2.5 3.5

2.42.22.12.9

TOP 12" RCP

ELEV=4.09

TOP 12" RCP

ELEV=4.39

4.5

4.0 4.6

4.8

50 "

14 "

1.4

4.4

4.9

14 "

12 "

12 "6 "

4.48 4.65

7 "

HILLSBOROUGH COUNTY

GILLMAN AVENUE (P)4TH AVENUE SE (F)

(60' R/W) (ASPHALT)

7T H

ST

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S

E (P

(6

0' R

/W

(N O

T O

PE

N

LOT 461 LOT 460

FOLIO No. 056009-0000

LOT 430

FOLIO No.

055987-0000

MAP OF RUSKIN CITY

PLAT BOOK 5, PAGE 75

NATURAL GROUND

CONCRETE

DIRT

NATURAL GROUND

NATURAL GROUND

TOB

TOE TOE

TOB

TOE

TOE

TO

B

TO

B

TOE

1' HDWL

10" HDWL

1' HDWL

S88°55'58"E

(REFERENCE BEARING)

MAP OF RUSKIN CITY

PLAT BOOK 5, PAGE 75

R/W PER PLAT

R/W PER PLAT

3.8 4.3 4.7 3.8 -0.3

1.0

4.5 4.4

3.33.3

4.54.65

5.06 4.78

4.5

3.43.3 4.6

4.3

V

TOE

TOE

TOB

TOB

10+00 11+00 11+77

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\015-01\CAD\Construction\4 DRAINAGE MAP.dwgLaTorre, Haylee 3/31/2025 2:44:18 PM

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

DRAINAGE MAP 4

N

1"

LEGEND

EXIST. FLOW DIRECTION

PROP. FLOW DIRECTION

PROP. STRUCTURE ID NO.

SUBBASIN BOUNDARY LINE

S-#

SURVEY

BEGIN PROJECT

SURVEY STA. 10+21.37

PERMANENT WETLAND

IMPACT AREA (209 SF)

WETLAND AREA WITHIN

PROJECT LIMITS (670 SF)

WETLAND AREA WITHIN

PROJECT LIMITS (923 SF)

PROP RUBBLE RIP

RAP (159 SF)

EXIST ENDWALL TO

BE REMOVED (10 SF)

PROP RUBBLE RIP

RAP (295 SF)

EXIST ENDWALL TO

BE REMOVED (30 SF)

TEMPORARY WETLAND

IMPACT AREA (273 SF)

TEMPORARY WETLAND

IMPACT AREA (184 SF)

WETLAND/OSW IMPACTS LEGEND

PROJECT LIMITS

WETLAND AREA WITHIN PROJECT LIMITS

PERMANENT WETLAND IMPACT AREA

TEMPORARY WETLAND IMPACT AREA

PROJECT LIMITS

PROP 43"X68" ERCP (34 LF) TO

REPLACE 31 LF OF EXIST 43"X68" CMP

PROP ENDWALL PER FDOT INDEX

430-030 (16.3 SF AT SURFACE)

PROP ENDWALL PER FDOT INDEX

430-030 (16.3 SF AT SURFACE)

EXIST ASPHALT PAVEMENT (WITHIN

PROJECT LIMITS = 1870 SF)

S-1 S-2

S-4

PERMANENT WETLAND

IMPACT AREA (139 SF)

S-3

END PROJECT

SURVEY STA. 11+65.01

3.

8'

6.

1'

Z:\Shared\Projects\Water\5003\015-01\CAD\Construction\5 TYPICAL SECTION.dwgLaTorre, Haylee 3/31/2025 2:44:29 PM

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

TYPICAL SECTION 5

TYPICAL SECTION

4TH AVE SE STA 10+25.68 TO 11+25.66

NOT TO SCALE (VERTICAL SCALE EXAGGERATED)

TRAFFIC DATA

ESTIMATED OPENING YEAR = N/A (EXISTING)

ESTIMATED DESIGN YEAR = UNKNOWN

PREVIOUSLY POSTED SPEED = 20 MPH

DESIGN SPEED = 25 MPH

LOCAL ROAD

4TH AVE SE MILLING AND RESURFACING

STA. 10+25 - 10+70 AND 10+80 - 11+25 (4TH AVE SE SURVEY )

MILLING: MILL EXISTING PAVEMENT 1-1/2" AVERAGE DEPTH

SURFACE: TYPE SP STRUCTURAL COURSE (1.5")

NEW CONSTRUCTION (CULVERT PAVEMENT RESTORATION)

STA 10+70 - 10+80 (4TH AVE SE SURVEY )

SURFACE: 3" ASPHALT TYPE SP

BASE: OBG 11

R/W LINE

4TH AVENUE SE ROW

60'

EXIST. ASPHALT

(SEE PAVEMENT

DESIGNS BELOW FOR AREAS

OF NEW CONSTRUCTION)

EXIST. BASE

(SEE PAVEMENT

DESIGNS BELOW FOR AREAS

OF NEW CONSTRUCTION)

R/W LINE

9.0±

TRAVEL LANE

3.2'+/-

30'±

STANDARD CLEARING AND GRUBBING

LIMITS OF CONSTRUCTION

30'±

STANDARD CLEARING AND GRUBBING

LIMITS OF CONSTRUCTION

0.03*0.01 0.06

FOLIO 056009-0000

UTILITY EASEMENT

OR BK 5806 PG 1709

Drainage R/W

OR BK 1824 PG 257,

OR BK 1827 PG 426

ROADWAY CROWN SURVEY BASELINE

9.0±

TRAVEL LANE

EXIST. GRADE

PROP. GRADE

4:1

0.06 4:1

MATCH EXIST. GRADE

*SLOPE SHALL BE NO GREATER THAN 0.03

IN THE AREA OF OPEN-CUT RESTORATION.

ELSEWHERE, MATCH EXISTING.

Z:\Shared\Projects\Water\5003\015-01\CAD\Construction\6 SUMMARY OF DRAINAGE STRUCTURES.dwgLaTorre, Haylee 3/31/2025 2:44:40 PM

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

SUMMARY OF DRAINAGE

STRUCTURES

E: 516955.89

ELEV: 5.08

CONTROL POINT

N: 1229666.65 E: 516828.23

ELEV: 4.62

INV 43X68 CMP

ELEV=-0.47

INV 12" RCP

ELEV=2.07

INV 12" RCP

ELEV=1.18

INV 43X68 CMP

ELEV=-0.34

TOP 12" RCP

ELEV=4.09

TOP 12" RCP

ELEV=4.39

50 "

14 "

14 "

12 "

12 "6 "

7 "

HILLSBOROUGH COUNTY

NATURAL GROUND

CONCRETE

DIRT

NATURAL GROUND

NATURAL GROUND

1' HDWL

10" HDWL

1' HDWL

V

10+00 11+00 11+77

N

1"

0'

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\015-01\CAD\Construction\7 PROJECT LAYOUT.dwgLaTorre, Haylee 3/31/2025 2:44:57 PM

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

PROJECT LAYOUT 7

S-#S-#

LEGEND

PROP. STRUCTURE ID NO.

MILLING AND RESURFACING

OPEN-CUT RESTORATION

PROP. 6" CONCRETE

DRIVEWAY

PROP. RUBBLE RIP RAP

S-#

PROP ENDWALL PER

FDOT INDEX 430-030

PROP ENDWALL PER FDOT INDEX 430-030

BEGIN PROJECT

SURVEY STA. 10+21.37

MILLING AND RESURFACING (85 SY)

PROP 43"X68" ERCP CULVERT CROSSING

PROP OPEN-CUT AND PAVEMENT

RESTORATION (28 SY)

STA. 10+67.27 TO STA. 10+81.28

EXIST. TOB

EXIST. TOS

R/W LINE

EXIST EOP

SURVEY

6.

3'

EXIST. TOB

6'

EXIST. TOB

HILLSBOROUGH COUNTY

ROW

S-3

PROP 14"X23" ERCP

MILLING AND RESURFACING (85 SY)

EXIST. TOS

EXIST. TOS

R/W LINE

R

IG

H T-

OF

-W

AY

NOTE: LIMITS OF OPEN CUT SHOWN ON THIS

SHEET REPRESENT MAXIMUM OPEN-CUT

WIDTHS FOR CROSS DRAIN INSTALLATION.

S-1

S-2

S-4

PROP RUBBLE RIP RAP

(295 SF)

PROP RUBBLE RIP RAP

(159 SF)

8.

6'

.3'

13.2'

23.1'

RESTORE CONC. DRIVEWAY

PER HC TTM TD-7

REMOVE TREE (TYP.)

END MILLING AND RESURFACING

SURVEY STA. 11+25.66

6.5'

END PROJECT

SURVEY STA. 11+65.01

BEGIN MILLING AND RESURFACING

SURVEY STA. 10+25.68

E: 516955.89

ELEV: 5.08

CONTROL POINT

N: 1229666.65 E: 516828.23

ELEV: 4.62

10+00 11+00 11+77

HORIZONTAL AND VERTICAL CONTROL

STAMPING ID. ¡ STATION OFFSET ELEVATION (Z) DESCRIPTION NORTHING (Y) EASTING (X) LATITUDE LONGITUDE SCALE FACTOR

C-1 11+50.00 25.0' RT NOT LABELED IRON ROD 1229645.6619' 516898.9043' N027° 42' 57.07" W082° 25' 49.65" 1

C-2 10+00.00 25.0' RT NOT LABELED IRON ROD 1229648.4559' 516748.9303' N027° 42' 57.10" W082° 25' 51.32" 1

C-3 12+06.61 4.97' RT 5.077 BENCHMARK/CONTROL POINT 1229664.6299' 516955.8943' N027° 42' 57.26" W082° 25' 49.01" 1

C-4 10+78.95 5.33' RT 4.619 BENCHMARK/CONTROL POINT 1229666.6496' 516828.2286' N027° 42' 57.28" W082° 25' 50.43" 1

C-5 11+50.00 0.0' RT NOT LABELED NAIL AND DISK SET 1229670.6576' 516899.3700' N027° 42' 57.32" W082° 25' 49.64" 1

C-6 10+00.00 0.0' RT NOT LABELED NAIL AND DISK SET 1229673.4516' 516749.3960' N027° 42' 57.34" W082° 25' 51.31" 1

C-7 11+50.00 25.0' LT NOT LABELED IRON ROD 1229695.6532' 516899.8357' N027° 42' 57.57" W082° 25' 49.64" 1

C-8 10+00.00 25.0' LT NOT LABELED IRON ROD 1229698.4472' 516749.8617' N027° 42' 57.59" W082° 25' 51.31" 1

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\015-01\CAD\Construction\8 PROJECT CONTROL.dwgLaTorre, Haylee 3/31/2025 2:45:14 PM

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

PROJECT CONTROL 8

N

1"

0'

C-1

C-3 C-4

C-2

C-5 C-6

C-7 C-8

SURVEY

4TH AVE SE

LEGEND:

1/2" CAPPED IRON ROD SET (LB 5122)

CONTROL POINT

LIGHT POLE

MAILBOX

NAIL AND DISK SET (LB 5122)

OAK TREE (DIAMETER NOTED)

PALM TREE (DIAMETER NOTED)

ABBREVIATIONS:

CMP = CORRUGATED METAL PIPE

ELEV = ELEVATION

HDWL = HEADWALL

INV = INVERT

R/W = RIGHT-OF-WAY

RCP = REINFORCED CONCRETE PIPE

TOB = TOP OF BANK

TOE = TOE OF SLOPE

NOTES:

1. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED, EXCEPT AS NOTED.

2. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY, AND/OR OWNERSHIP WERE

FURNISHED TO THIS SURVEYOR, EXCEPT AS SHOWN.

3. UNLESS OTHERWISE SHOWN HEREON, NO JURISDICTIONAL WETLAND AREAS OR OTHER TOPOGRAPHIC

FEATURES HAVE BEEN LOCATED.

4. THIS OFFICE DID NOT PERFORM A TITLE SEARCH OF THE PUBLIC RECORDS TO VERIFY OR CONFIRM

OWNERSHIP NOR WAS ONE PROVIDED BY THE CLIENT.

5. COORDINATES SHOWN HEREON ARE GRID COORDINATES, EXPRESSED IN US SURVEY FEET, BASED ON THE

FLORIDA WEST ZONE TRANSVERSE MERCATOR STATE PLANE COORDINATE SYSTEM NAD83 (2011

ADJUSTMENT) ESTABLISHING A BEARING OF S88°55'58"E ALONG THE EXISTING SOUTH RIGHT OF WAY

LINE OF 4TH AVENUE SE.

6. ELEVATIONS SHOWN HEREON ARE EXPRESSED IN US SURVEY FEET AND WERE DERIVED FROM

HILLSBOROUGH COUNTY BENCHMARK "VD-220," HAVING AN ELEVATION OF 7.73, NAVD88.

7. THIS IS A TOPOGRAPHIC SURVEY OF AREAS REQUESTED BY THE CLIENT.

8. THE LAST DAY OF FIELD WORK WAS SEPTEMBER 13, 2022.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

GENERAL NOTES 9

SURVEY NOTES, SYMBOLS, AND LEGEND

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

PRIOR TO CONSTRUCTION.

2. LOCATION, ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN IN

ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. VERIFY THE LOCATION, ELEVATION, AND DIMENSIONS OF ALL EXISTING

UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THE WORK.

3. PROVIDE TWO WORKING DAYS NOTICE TO UTILITY AGENCY/OWNER’S (UAO) AND HILLSBOROUGH 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:

GENERAL NOTES

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

5. UTILITY ADJUSTMENTS SHOWN IN THIS CONTRACT PLAN SET MUST BE PERFORMED BY THE UTILITY AGENCY WHEN UTILITY

CONSTRUCTION PLANS ARE NOT INCLUDED IN THE CONTRACT PLAN SET.

6. 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.

7. IF AREA OF DISTURBED SOIL IS ONE (1) ACRE OR GREATER, PREPARE AND SUBMIT A NOTICE OF INTENT FOR COVERAGE UNDER THE FDEP NPDES CONSTRUCTION GENERIC PERMIT, COMPLY WITH ALL PROVISIONS OF THAT PERMIT AND PREPARE

A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PER FDEP GUIDANCE.

8. DO NOT DISCHARGE DIRECTLY TO RECEIVING WATERS OR EXISTING CONVEYANCES THAT DISCHARGE TO RECEIVING WATERS OR WETLAND SYSTEMS DURING DEWATERING OPERATIONS. UTILIZE TEMPORARY SEDIMENT BASINS OR TRAPS TO COLLECT THE DISCHARGE FROM DEWATERING ACTIVITIES TO ELIMINATE THE POTENTIAL FOR OFFSITE SEDIMENT TRANSPORT.

9. CONNECTIONS TO ADJACENT PROPERTIES SHOWN ON THE PLANS MAY BE MOVED, ADJUSTED, MODIFIED, ADDED OR DELETED AT THE PROPERTY OWNER’S REQUEST SUBSEQUENT TO APPROVAL BY THE COUNTY'S ENGINEER.

10. THE COUNTY MAY SUBSTITUTE A GRAVITY WALL FOR A GRADED AND HARMONIZED SLOPE OR VICE VERSA PURSUANT TO THE

PROPERTY OWNER'S REQUEST AND CONTINGENT UPON APPROVAL BY THE COUNTY’S ENGINEER.

11. CONNECTION TO EXISTING ACCESS NOT INDICATED ON THE PLANS MUST BE MADE AT THE DIRECTION OF THE COUNTY'S

ENGINEER.

12. ALL CONNECTION APPROVALS BY THE COUNTY'S ENGINEER MUST BE SUBJECT TO CONFORMANCE WITH APPLICABLE STANDARDS, CODES AND REGULATIONS, AND CONDITIONED UPON GRANT OF RIGHT OF ENTRY BY THE PROPERTY OWNER.

13. ALL EXISTING DRAINAGE STRUCTURES WITHIN THE RIGHT OF WAY MUST BE REMOVED UNLESS SHOWN ON THE PLANS AS

TO REMAIN.

14. PROPOSED PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III UNLESS OTHERWISE NOTED ON THE PLANS.

15. SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME DRAINAGE STRUCTURES EXTEND INTO THE

STABILIZED PORTION OF THE ROAD BED AND EXTREME CAUTION WILL BE NECESSARY IN STABILIZATION OPERATIONS AT

THOSE LOCATIONS.

16. ALL CONCRETE COLLARS AND CONCRETE JACKETS MUST BE CURED AND INSPECTED TO BE FREE OF CRACKING PRIOR TO

BACKFILLING.

17. TREE TRIMMING MAY BE REQUIRED TO PROVIDE VERTICAL OR HORIZONTAL CLEARANCES OR ADEQUATE SIGHT DISTANCE AS DIRECTED BY THE COUNTY'S ENGINEER. ANY TREE TRIMMING REQUIRED SHALL BE PERFORMED OR DIRECTED BY A CERTIFIED ARBORIST AND COMPLY WITH ANSI A-300 STANDARDS AND BEST PRACTICES. ALL EXPENSES INCURRED FOR

THIS WORK WILL BE INCLUDED IN THE BID PRICE FOR CLEARING AND GRUBBING.

18. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY HAULING OR EXCAVATION EQUIPMENT MUST BE REPAIRED TO

THE SATISFACTION OF THE COUNTY'S ENGINEER AT THE CONTRACTOR’S EXPENSE.

19. ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, PROJECT

ENGINEER SHOULD NOTIFY;

DIRECTOR, NATIONAL GEODETIC SURVEY

1315 EAST-WEST HIGHWAY

SILVER SPRING, MARYLAND 20910-3282

PHONE: (301) 713-3242

20. ALL STATION AND OFFSET REFERENCES ARE TO BASELINE OF SURVEY, UNLESS OTHERWISE NOTED.

21. BEARINGS AND COORDINATES ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA WEST

ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. ALL ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988.

22. MISCELLANEOUS OR INCIDENTAL ITEMS SUCH AS BYPASS PUMPING, COFFERDAMS AND SPECIAL COFFERDAMS BEYOND

DEWATERING, CUTTING, PATCHING, GRADING, SAW-CUTTING, CONCRETE PIPE COLLARS, ELECTRICAL HARDWARE, BOLTS, NUTS, FITTINGS, VIBRATION MONITORING, ETC., OR OTHER ANCILLARY ITEMS MAY BE REQUIRED TO COMPLETE THE CONSTRUCTION AS INDICATED ON THE PLANS OR IN THE SCOPE OF WORK. IF NO SPECIFIC BID ITEM IS SHOWN, SUCH MISCELLANEOUS OR INCIDENTAL ITEMS ARE TO BE INCLUDED IN THE UNIT PRICE (S) FOR THE ITEM (S) WITH WHICH THEY ARE ASSOCIATED. SEPARATE PAYMENT FOR MISCELLANEOUS OR INCIDENTAL ITEMS SHALL NOT BE MADE BY THE COUNTY.

ALL COMPONENTS SHOWN AND DESCRIBED ON THE BID DOCUMENTS ARE TO BE INCLUDED IN THE BID ITEMS SHOWN ON

THE BID FORM.

FRONTIER COMMUNICATIONS

RANDY JAMES

RANDALL.JAMES@FTR.COM

P: (727) 385-9661

HILLSBOROUGH COUNTY WATER

RESOURCES

LISA MURRIN

P: (813) 209-3044

SPECTRUM/CHARTER

ERIC OERTEL

ERIC.OERTEL@CHARTER.COM

P: (813) 302-0032

WATER MAIN AND FORCEMAIN RELOCATION CONTACT INFORMATION:

THE CONTRACTOR SHALL CONTACT THE HILLSBOROUGH COUNTY WATER RESOURCES DEPARTMENT (HCWRD) INFRASTRUCTURE MAINTENANCE DIVISION (IMD) SUPERVISORS FOR THIS SERVICE AREA. FOR WATER UTILITIES, CONTACT TERRY SHIFLETT @ (813) 298-3943 AND FOR WASTEWATER UTILITIES, CONTACT CHRIS CAMPBELL @ (813) 388-3876.

CONTACT SHOULD BE MADE NO LESS THAN 1 WEEK PRIOR TO START OF CONSTRUCTION NEAR THE EXISTING WATER MAIN

OR FORCE MAIN.

OEOEOEOEOEOEOEOEOEOEOEOEOE

OE

OE

OE

OE

OE

W(B)

W B

W B

W B

W(B) W(B) W(B) W(B) W(B) W(B)

S(B) S(B) S(B) S(B) S(B) S(B) S(B)

BFOC(B) BFOC(B) BFOC(B) BFOC(B) BFOC(B) BFOC(B)

WATER

CONTROL POINT

N: 1229664.63 E: 516955.89

ELEV: 5.08

CONTROL POINT

N: 1229666.65 E: 516828.23

ELEV: 4.62

4.60

4.97

4.68 4.67

4.83

4.30 4.85

4.744.91

4.784.64

5.035.01

5.31

4.95 4.77

5.25

4.5 4.64.6

4.6

4.5

3.9

1.6 1.1

0.8-0.3 1.5

3.3

4.36 4.29

4.26 4.40

4.45

4.36 4.29 4.53

4.64

4.4

3.2

1.6-0.4

0.9

3.4

3.8 3.0

-0.7 1.0

2.7 3.1

-0.51.33.74.1 4.3

3.5 3.4 0.9 0.0 -0.6 1.2 2.5 3.5

2.42.22.12.9

4.5

4.0 4.6

4.8

50 "

14 "

1.4

4.4 4.9

14 "

12 "

12 "6 "

4.48 4.65

7 "

HILLSBOROUGH COUNTY

GILLMAN AVENUE (P)4TH AVENUE SE (F)

(60' R/W) (ASPHALT)

7T H

ST

RE

ET

S

E (P

(6

0' R

/W

(N O

T O

PE

N

LOT 461 LOT 460

FOLIO No. 056009-0000

LOT 430

FOLIO No.

055987-0000

NATURAL GROUND

CONCRETE

DIRT

NATURAL GROUND

NATURAL GROUND

TOB

TOE TOE

TOB

TOE

TO

E

TO

B

TO

B

TOE

1' HDWL

10" HDWL

1' HDWL

S88°55'58"E

(REFERENCE BEARING)

MAP OF RUSKIN CITY

PLAT BOOK 5, PAGE 75

R/W PER PLAT

R/W PER PLAT

3.8 4.3 4.7 3.8 -0.3

1.0

4.5 4.4

3.33.3 4.54.65

5.06 4.78

4.5 3.43.3

4.6

4.3

V

TOE

TOE

TOB

TOB

10+00 11+00 11+77

REGRADE TOS

MATCH EX. GR 3.0'

MATCH EXIST

GR AT 4' ELEV

MATCH EXIST

GR

REGRADE TOS AT 3.4%

SLOPE

MATCH EXIST GR

MATCH EXIST GR

4.41 SHLDR

MATCH EX. GR 2.0'

MATCH EXIST

GR

STA. 11+65.01

MATCH EX. TOS GR

APPROX. EL. 3.0'

ELEV. 4.0' SHLDR MATCH EXIST TOB GR

REGRADE TOS

OF SWALE AT

3.3% SLOPE

2.0' TOS

STA. 10+21.37

MATCH EX. GRADE

-.3

3 4

-.4

-4

-2

-4

-2

10+50 10+60 10+80 11+00 11+20 11+40

PROP 60 LF 14"X23"

ERCP @ 1.66% SLOPE

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

PLAN-PROFILE 10

N

1"

0'

1" = 20' Horizontal 1" = 4' Vertical

NOTE: SOD ALL DISTURBED

PERVIOUS AREAS.

EXIST. GRADE ABOVE SURVEY

S-1

S-2

PROP 14"X23" ERCP

EXIST. 12" RCP

(TO BE REMOVED)

DRAINAGE STRUCTURES TABLE

PROP. GRADE ABOVE

PROP. PIPE

CONST 34 LF OF 43"X68"

ERCP CULVERT

S-1 S-2

S-4

S-3

EXIST EOP

HILLSBOROUGH COUNTY ROW

R

IG

H T-

OF

-W

AY

EXIST ENDWALL

(TO BE REMOVED)

EXIST ENDWALL

(TO BE REMOVED)

CONSTRUCTION NOTES:

1. RUBBLE RIPRAP THAT IS PLACED AT

DITCH BOTTOM IS TO BE UNDERLAIN

WITH MINIMUM 12" LAYER OF

BEDDING STONE.

2. EXISTING LIGHT POSTS SHALL BE

REMOVED AND RELOCATED BY THE

OWNER PRIOR TO CONSTRUCTION.

1:

EXIST. GRADE ABOVE PROP. PIPE

EXIST.

DRIVEWAY

BEGIN PROJECT

SURVEY STA. 10+21.37

END PROJECT

SURVEY STA. 11+65.01

6.6%

S-1

STA. 11+33.29 (21.29 RT.)

CROSS DRAIN MITERED END SECTION

WITH 1:4 SLOPE

INDEX 430-021

FL 2.00

S-2

STA. 10+72.98 (23.46 RT.)

CROSS DRAIN MITERED END SECTION

WITH 1:2 SLOPE

INDEX 430-021

FL 1.00

S-3

STA. 10+68.42 (12.55 RT.)

CONCRETE ENDWALL

INDEX 430-030

FL -0.30

S-4

STA. 10+82.80 (18.26 LT.)

CONCRETE ENDWALL

INDEX 430-030

FL -0.40

EX. 3" PVC LOW PRESSURE

SANITARY SEWER FM

EX. 3" PVC FM (LPSS)

EX. 2" CI WM

EX. 6" DI WM

REMOVE & RESET MAILBOX

±21%±

EXIST. DITCH

PROP. DITCH

13.2kV

0/

0V

EXIST LIGHT POST

(SEE NOTE 2)

INSTALL 6" GATE VALVE

INSTALL 6" GATE VALVE

INSTALL 3" PLUG VALVES AT BOTH

ENDS OF THE PROP. RELOCATION OF

THE 3" FORCEMAIN

NOTE:

43"x68" ERCP CULVERT

MEAN ANNUAL PEAK FLOW = 53.35

CFS

10-YR PEAK FLOW = 74.70 CFS

APPROX. BORING LOCATION B-1.

SEE ROADWAY SOIL SURVEY SHEET

10+74.28 -5

0 2002040

3.0% -3.0% -2.0%3.8%

2.3% 4.0% 0.0% 0.0%

11+33.29 -5

0 20 4002040

Embankment V(cy)A(sf)V(cy)

Regular Exc.

A(sf)

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

Nisha Bhatta

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

CROSS SECTIONS 11

NOTE:

FILL MUST BE CLEAN FILL MATERIAL AS

DEFINED WITHIN SECTION 62-701.730(15)

AS ADOPTED IN CHAPTER 1-7, SOLID

WASTE, RULES OF THE EPC. 21

17.5

S-4 S-3

SURVEY

34 LF 43"X68" ERCP

@ 0.29% SLOPE

E xi st

R /W

E xi st

R /W

PROP. ROADWAY CROWN TO

MATCH EXIST. ROADWAY CROWN

ELEV. = 4.97

MATCH EXIST GRADE

EXIST. 43"X68" CMP

(TO BE REMOVED)

MATCH EXIST GRADE

EXIST ENDWALL

TO BE REMOVED

EXIST ENDWALL

TO BE REMOVED

INV. -0.4

INV. -0.3

PROP. STRAIGHT ENDWALL

PER FDOT INDEX 430-030

TOP EL. ≈4.43

RIPRAP

BEDDING STONE

BEDDING STONE

RIPRAP

PROP. STRAIGHT ENDWALL

PER FDOT INDEX 430-030

TOP EL. ≈4.53

11.3

3.5

2.6

PROP. MES PER

FDOT INDEX 425-021

INV. 2.00

S-1

E xi st

R /W

E xi st

R

/WSURVEY

EXIST. GRADE

(TYP.)

EXIST. EOP

EL. 4.33

EXIST. PAVEMENT

APPROX. BASE

MATCH EXIST.

GRADE

EL. 4.88

PROP. GRADE (TYP.)

PROP. GRADE (TYP.)

EXIST. 3" PVC FM

(TO BE RELOCATED)

EXIST. 6" DI WM

(TO BE RELOCATED)

EXIST. 3" PVC FM

(TO REMAIN)

EXIST. 6" DI WM

(TO REMAIN)

EXIST. 114" FOC

(TO BE RELOCATED AERIALLY)

PROP. 3" PVC FM

TP EL. -2.4

(SEE PROFILE ON SHEET 18)

PROP. 6" DI WM

TP EL. -2.3

(SEE PROFILE ON SHEET 18)

2.5'

8.6'± 10.8'±

2.5' 5'

SHWT EL. 1.7'

Z:\Shared\Projects\Water\5003\015-01\CAD\Construction\12 MISCELLANEOUS DETAILS.dwgLaTorre, Haylee 3/31/2025 2:46:25 PM

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

MISCELLANEOUS DETAILS 12

THE FOLLOWING NARRATIVE OF THE STORMWATER

POLLUTION PREVENTION PLAN CONTAINS REFERENCES TO

THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, THE DESIGN STANDARDS, AND OTHER

SHEETS OF THESE CONSTRUCTION PLANS. THE FIRST

SHEET OF THE CONSTRUCTION PLANS (CALLED THE KEY

SHEET) CONTAINS AN INDEX TO THE OTHER SHEETS. THE

COMPLETE STORMWATER POLLUTION PREVENTION PLAN

INCLUDES SEVERAL ITEMS: THIS NARRATIVE DESCRIPTION,

THE DOCUMENTS REFERENCED IN THIS NARRATIVE, THE

CONTRACTOR'S APPROVED EROSION CONTROL PLAN

REQUIRED BY SPECIFICATION SECTION 104, AND REPORTS

OF INSPECTIONS MADE DURING CONSTRUCTION.

1.0 SITE DESCRIPTION:

1.A. NATURE OF CONSTRUCTION ACTIVITY:

THE PROJECT IS THE REPLACEMENT AND RENEWAL OF AN

EXISTING CULVERT CROSSING UNDER 4TH AVE SE. THIS

INVOLVES CONSTRUCTING ROADWAY SURFACE,

UNDERGROUND STORM DRAIN AND CROSS DRAIN SYSTEMS,

ENDWALLS, AND EROSION PROTECTION. THE PROJECT

IMPACTS 4TH AVE SE LOCATED BETWEEN 2ND STREET SE

AND 4TH STREET SE, A DISTANCE OF APPROXIMATELY 0.019

MILE.

1.B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE

CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF

CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES. THE

CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJOR

ACTIVITIES DESCRIBED BELOW, UNLESS THE CONTRACTOR

PROPOSES A DIFFERENT SEQUENCE THAT IS EQUAL OR

BETTER AT CONTROLLING EROSION AND TRAPPING

SEDIMENT AND IS APPROVED BY THE ENGINEER.

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER

CONTROLS AFTER CLEARING AND GRUBBING NECESSARY FOR

INSTALLATION OF CONTROLS BUT BEFORE BEGINNING OTHER

WORK FOR THE CONSTRUCTION PHASE. REMOVE PERIMETER

CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE

STABILIZED.

1. CLEARING AND GRUBBING, EARTHWORK, AND

STORM DRAIN CONSTRUCTION FOR THE UNDERGROUND

STORM DRAIN SYSTEMS.

2. STORM DRAIN AND ROADWAY UNDERDRAIN

CONSTRUCTION. CONSTRUCT THE STORM DRAIN PIPE IN

THE UPSTREAM DIRECTION.

3. EARTHWORK ASSOCIATED WITH THE

CONSTRUCTION OF ROADWAY, SUBGRADE, BASE, AND

PAVEMENT.

AREA ESTIMATES:

TOTAL SITE AREA: 0.15 ACRE

TOTAL AREA TO BE DISTURBED: 0.12 ACRE

1.C SOILS DATA: THE NRCS SOIL SURVEY

INFORMATION FOR HILLSBOROUGH COUNTY

INDICATES THAT THE PROJECT AREA CONSISTS

MAINLY OF WABASSO-URBAN LAND COMPLEX.

THIS SOIL CLASSIFICATION IS POORLY DRAINED

WITH HIGH RUNOFF. IT IS CLASSIFIED TO BE

NONSALINE TO VERY SLIGHTLY SALINE. THE

RESULTS OF THE SOIL BORING ARE SHOWN IN

THE ROADWAY SOIL SURVEY SHEET.

1.D OUTFALL INFORMATION:

THIS CULVERT CONVEYS DRAINAGE THROUGH AN

EXISTING DITCH THAT RUNS UNDER 4TH AVE SE

AND OUTFALLS NORTHWARD TO LITTLE MANATEE

RIVER.

LOCATION: LATITUDE 27° 42' 57.5" N,

LONGITUDE, 82° 25' 50.4" W.

EST. DRAINAGE AREA SIZE: 7.15 ACRES

RECEIVING WATER NAME: LITTLE MANATEE RIVER

1.E SITE MAP:

THE CONSTRUCTION PLANS ARE BEING USED AS

THE SITE MAPS. THE LOCATION OF THE

REQUIRED INFORMATION IS DESCRIBED BELOW.

THE SHEET NUMBERS FOR THE PLAN SHEETS

REFERENCED ARE IDENTIFIED ON THE KEY SHEET

OF THESE CONSTRUCTION PLANS.

* DRAINAGE PATTERNS: THE DRAINAGE

BASIN DIVIDES AND FLOW DIRECTIONS ARE

SHOWN ON THE DRAINAGE MAPS. THE ARROWS

ABOVE AND BELOW THE PROFILE REPRESENT THE

FLOW DIRECTION AT THE LEFT AND RIGHT

PROPERTY LINE, RESPECTIVELY. ARROWS

POINTING TO THE PROFILE INDICATE RUNOFF

COMING TO THE SITE. POINTING AWAY FROM

THE SITE INDICATE RUNOFF LEAVING THE SITE.

*APPROXIMATE SLOPES: THE SLOPES OF THE

SITE CAN BE SEEN IN THE CROSS SECTION

SHEETS AND THE PLAN-PROFILE SHEETS.

*AREAS OF SOIL DISTURBANCE: THE AREAS TO

BE DISTURBED ARE INDICATED ON THE

PLAN-PROFILE SHEETS AND THE CROSS SECTION

SHEETS. ANY AREAS WHERE PERMANENT

FEATURES ARE SHOWN TO BE CONSTRUCTED

ABOVE OR BELOW GROUND WILL BE DISTURBED.

*AREAS NOT TO BE DISTURBED: ESSENTIALLY

THE WHOLE PROJECT WILL BE DISTURBED DURING

CONSTRUCTION.

*LOCATIONS OF TEMPORARY CONTROLS:

THESE ARE SHOWN ON THE EROSION CONTROL

PLAN. TABLES PROVIDING SUMMARIES OF

TEMPORARY EROSION AND SEDIMENT CONTROL

ITEMS ARE PROVIDED IN THE SUMMARY OF

QUANTITY SHEETS.

* AREAS TO BE STABILIZED: TEMPORARY

STABILIZATION PRACTICES ARE SHOWN IN THE

SAME LOCATION AS THE TEMPORARY CONTROLS

MENTIONED ABOVE. PERMANENT STABILIZATION

IS SHOWN ON THE TYPICAL SECTION SHEETS

AND THE PLAN-PROFILE SHEETS.

* SURFACE WATERS: OTHER SURFACE

WATERS ARE LOCATED WITHIN THE SITE. THESE

AREAS INCLUDE THE ROADSIDE SWALES AND THE

UNNAMED TRIBUTARY TO MARSH BRANCH. THIS

TRIBUTARY FLOWS UNDER 4TH AVENUE SE

APPROXIMATELY CENTERED AT STA 10+76. THIS

IS LOCATED ON THE PLAN AND PROFILE SHEETS.

* DISCHARGE POINTS TO SURFACE

WATERS: THE SINGLE ELLIPTICAL CULVERT

DISCHARGES TOWARDS THE NORTHEAST AS

SHOWN ON THE DRAINAGE MAP AND PLAN AND

PROFILE SHEET.

1.F RECEIVING WATERS:

SEE ITEM 1.D. FOR THE OUTFALL LOCATIONS AND

RECEIVING WATER NAMES. THE UNNAMED DITCH

THAT RUNS UNDER 4TH AVE SE MAY BE

CONSIDERED AS WETLANDS/OTHER SURFACE

WATER.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\015-01\CAD\Construction\13-15 STORMWATER POLLUTION PREVENTION PLAN.dwgLaTorre, Haylee 3/31/2025 2:46:44 PM

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

STORMWATER POLLUTION

PREVENTION PLAN

2.0 CONTROLS:

2.A. EROSION AND SEDIMENT CONTROLS:

IN THE SEDIMENT AND EROSION CONTROL PLAN,

THE CONTRACTOR SHALL DESCRIBE THE

PROPOSED STABILIZATION AND STRUCTURAL

PRACTICES BASED ON THE CONTRACTOR'S

PROPOSED TEMPORARY TRAFFIC CONTROL (TTC)

PLAN. THE FOLLOWING RECOMMENDED

GUIDELINES ARE BASED ON THE TEMPORARY

TRAFFIC CONTROL PLAN OUTLINED IN THE

CONSTRUCTION PLANS. WHEN FOLLOWING THE

TEMPORARY TRAFFIC CONTROL PLAN OUTLINED IN

THESE CONSTRUCTION PLANS, THE CONTRACTOR

MAY CHOSE TO ACCEPT THE FOLLOWING

GUIDELINES OR MODIFY THEM IN THE SEDIMENT

AND EROSION CONTROL PLAN, SUBJECT TO

APPROVAL BY THE ENGINEER. AS WORK

PROGRESSES, THE CONTRACTOR SHALL MODIFY

THE PLAN TO ADAPT TO SEASONAL VARIATION,

CHANGES IN CONSTRUCTION ACTIVITIES, AND

THE NEED FOR BETTER PRACTICES.

FOR EACH CONSTRUCTION PHASE, INSTALL

PERIMETER CONTROLS AFTER CLEARING AND

GRUBBING NECESSARY FOR INSTALLATION OF

CONTROLS BUT BEFORE BEGINNING OTHER WORK

FOR THE CONSTRUCTION PHASE. REMOVE

PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM

AREAS ARE STABILIZED.

4TH AVENUE SE, STATION 10+25 TO 11+25:

IMMEDIATELY AFTER CONSTRUCTING THE

TEMPORARY PAVEMENT, STABILIZE THE ENTIRE

AREA BETWEEN THE TEMPORARY PAVEMENT AND

THE RIGHT OF WAY LINE USING TEMPORARY SOD.

CONSTRUCT THE STORM DRAINS ALONG 4TH

AVENUE SE IN THE UPSTREAM DIRECTION ALONG

THE LEFT SIDE AND RIGHT SIDE OF THE

PROJECT. USE S-2 AS THE PRIMARY OUTFALL

STRUCTURE DURING THE SUBSOIL EXCAVATION

AND CONSTRUCTION OF THE STORM DRAINS AND

MITERED END SECTIONS.

2.A.1 STABILIZATION PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN,

THE CONTRACTOR SHALL DESCRIBE THE

STABILIZATION PRACTICES PROPOSED TO

CONTROL EROSION. THE CONTRACTOR SHALL

INITIATE ALL STABILIZATION MEASURES AS SOON

AS PRACTICAL, BUT IN NO CASE MORE THAN 7

DAYS, IN PORTIONS OF THE SITE WHERE

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY

OR PERMANENTLY CEASED. THE STABILIZATION

PRACTICES SHALL INCLUDE AT LEAST THE

FOLLOWING, UNLESS OTHERWISE APPROVED BY

THE ENGINEER.

TEMPORARY:

* ARTIFICIAL COVERINGS IN ACCORDANCE

WITH SPECIFICATION SECTION 104.

* TURF AND SOD IN ACCORDANCE WITH

SPECIFICATION SECTION 104.

PERMANENT:

* ASPHALT OR CONCRETE SURFACE.

* SOD IN ACCORDANCE WITH

SPECIFICATION SECTION 570.

2.A.2 STRUCTURAL PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN,

THE CONTRACTOR SHALL DESCRIBE THE

PROPOSED STRUCTURAL PRACTICES TO CONTROL

OR TRAP SEDIMENT AND OTHERWISE PREVENT

THE DISCHARGE OF POLLUTANTS FROM EXPOSED

AREAS OF THE SITE. SEDIMENT CONTROLS SHALL

BE IN PLACE BEFORE DISTURBING SOIL UPSTREAM

OF THE CONTROL. THE STRUCTURAL PRACTICES

SHALL INCLUDE AT LEAST THE FOLLOWING,

UNLESS OTHERWISE APPROVED BY THE ENGINEER:

TEMPORARY:

* SEDIMENT BARRIERS AND FLOATING

TURBIDITY BARRIERS IN ACCORDANCE WITH FDOT

SPECIFICATION SECTION 104.

* INLET PROTECTION IN ACCORDANCE

WITH SPECIAL DETAILS SHOWN IN THE TTC PLAN.

PERMANENT:

* SOD.

2.B STORMWATER MANAGEMENT:

TEMPORARY DRAINAGE SYSTEMS SHALL BE

INSTALLED TO MAINTAIN POSITIVE DRAINAGE TO

THE EXISTING OUTFALLS UNTIL CONSTRUCTION

OF THE PERMANENT DRAINAGE SYSTEMS ARE

COMPLETED. TEMPORARY BYPASS PUMPING MAY

BE UTILIZED DURING INSTALLATION OF THE

CULVERT SYSTEM. BEST MANAGEMENT PRACTICES

WILL BE UTILIZED TO MINIMIZE DOWNSTREAM

EROSION AND POLLUTION.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\015-01\CAD\Construction\13-15 STORMWATER POLLUTION PREVENTION PLAN.dwgLaTorre, Haylee 3/31/2025 2:46:45 PM

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

STORMWATER POLLUTION

PREVENTION PLAN

INV 43X68 CMP

ELEV=-0.47

INV 12" RCP

ELEV=2.07

INV 12" RCP

ELEV=1.18

INV 43X68 CMP

ELEV=-0.34

TOP 12" RCP

ELEV=4.09

TOP 12" RCP

ELEV=4.39

50 "

14 "

14 "

12 "

12 "6 "

7 "

GILLMAN AVENUE (P)4TH AVENUE SE (F)

(60' R/W) (ASPHALT)

055987-0000

NATURAL GROUND

CONCRETE

DIRT

NATURAL GROUND

NATURAL GROUND

S88°55'58"E

(REFERENCE BEARING)

R/W PER PLAT

R/W PER PLAT

11+00

2.C OTHER CONTROLS:

2.C.1 WASTE DISPOSAL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROPOSED METHODS TO PREVENT THE DISCHARGE OF SOLID

MATERIALS, INCLUDING BUILDING MATERIALS, TO WATERS OF THE UNITED

STATES. THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE

FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER:

* PROVIDING LITTER CONTROL AND COLLECTION WITHIN THE

PROJECT DURING CONSTRUCTION ACTIVITIES.

* DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL CONTAINERS

ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE

MANUFACTURER.

* DISPOSING OF SOLID MATERIALS INCLUDING BUILDING AND

CONSTRUCTION MATERIALS OFF THE PROJECT SITE BUT NOT IN SURFACE

WATERS, OR WETLANDS.

2.C.2 OFF-SITE VEHICLE TRACKING & DUST CONTROL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROPOSED METHODS FOR MINIMIZING OFFSITE VEHICLE

TRACKING OF SEDIMENTS AND GENERATING DUST. THE PROPOSED

METHODS SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE

APPROVED BY THE ENGINEER.

* COVERING LOADED HAUL TRUCKS WITH TARPAULINS.

* REMOVING EXCESS DIRT FROM ROADS DAILY.

* STABILIZING CONSTRUCTION ENTRANCES ACCORDING TO DESIGN

STANDARD 106.

* USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES

SUCH AS EXCAVATION AND MILLING OPERATIONS.

2.C.3 STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, SANITARY

SEWER, OR SEPTIC TANK REGULATIONS:

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROPOSED PROCEDURES TO COMPLY WITH APPLICABLE

STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, AND SANITARY

SEWER OR SEPTIC SYSTEMS.

2.C.4 FERTILIZERS AND PESTICIDES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROCEDURES FOR APPLYING FERTILIZERS AND PESTICIDES.

THE PROPOSED PROCEDURES SHALL COMPLY WITH APPLICABLE

SUBSECTIONS OF SECTION 570 OF THE SPECIFICATIONS.

2.C.5 TOXIC SUBSTANCES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

PROVIDE A LIST OF TOXIC SUBSTANCES THAT ARE LIKELY TO BE USED ON

THE JOB AND PROVIDE A PLAN ADDRESSING THE GENERATION,

APPLICATION, MIGRATION, STORAGE, AND DISPOSAL OF THESE SUBSTANCES.

2.D.4 APPROVED STATE AND LOCAL PLANS AND PERMITS:

* FDEP RULE CHAPTER 62-25 F.A.C.

* RULES OF THE ENVIRONMENTAL PROTECTION COMMISSION OF

HILLSBOROUGH COUNTY CHAPTER 1-11 WETLANDS.

3.0 MAINTENANCE:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

PROVIDE A PLAN FOR MAINTAINING ALL EROSION AND SEDIMENT CONTROLS

THROUGHOUT CONSTRUCTION. THE MAINTENANCE PLAN SHALL AT A

MINIMUM, COMPLY WITH THE FOLLOWING:

* SILT FENCE: MAINTAIN PER SECTION 104. THE CONTRACTOR

SHOULD ANTICIPATE REPLACING THE SILT FENCE EVERY 12 MONTHS.

* SEDIMENT BARRIERS: REMOVE SEDIMENT AS PER MANUFACTURER'S

RECOMMENDATIONS OR WHEN WATER PONDS IN UNACCEPTABLE AMOUNTS

OR AREAS.

4.0 INSPECTIONS:

QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST

ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END

OF A STORM THAT IS 0.50 INCHES OR GREATER. TO COMPLY, THE

CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES AND RECORD THE

DAILY RAINFALL. WHERE SITES HAVE BEEN PERMANENTLY STABILIZED,

INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE

CONTRACTOR SHALL ALSO INSPECT THAT CONTROLS INSTALLED IN THE

FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION

PLAN.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

STORMWATER POLLUTION

PREVENTION PLAN

* POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES.

* POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM DRAIN

SYSTEMS.

* DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY

STABILIZED.

* AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED

TO PRECIPITATION.

* STRUCTURAL CONTROLS.

* STORMWATER MANAGEMENT SYSTEMS.

* LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.

THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF

INSPECTIONS THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER.

IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND

STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION,

RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE

CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, AS APPROVED BY

THE ENGINEER.

5.0 NON-STORMWATER DISCHARGES:

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL

IDENTIFY ALL ANTICIPATED NON-STORMWATER DISCHARGES (EXCEPT

FLOWS FROM FIRE FIGHTING ACTIVITIES). THE CONTRACTOR SHALL

DESCRIBE THE PROPOSED MEASURES TO PREVENT POLLUTION OF THESE

NON-STORMWATER DISCHARGES. IF THE CONTRACTOR ENCOUNTERS

CONTAMINATED SOIL OR GROUNDWATER, CONTACT THE ENGINEER AND

HILLSBOROUGH COUNTY.

N

1"

EROSION CONTROL PLAN

INSTALL 62 LF OF SILT FENCE

PROPERTY WITNESS LINE

SURVEY

R/W LINE (TYP.)

INSTALL 11 LF OF ROCK

CHECK STRUCTURE

INSTALL 51 LF OF SILT FENCE

INSTALL 13 LF OF SILT FENCE

INSTALL 52 LF

OF SILT FENCE

INSTALL 38 LF

OF SILT FENCE

DRAINAGE EASEMENT

LINE (TYP.)

INSTALL 13 LF OF ROCK

CHECK STRUCTURE

50 "

14 "

14 "

12 "

12 "6 "

7 "

V

10+00 11+00 11+77

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

TEMPORARY TRAFFIC CONTROL

PLANS

N

1"

PROPERTY WITNESS LINE

R/W LINE (TYP.)

⅊ (TYP.)

EOP (TYP.)

TEMPORARY TRAFFIC CONTROL (TTC) NOTES:

1. MAINTENANCE OF TRAFFIC MUST BE IN ACCORDANCE WITH HILLSBOROUGH COUNTY PUBLIC WORKS STANDARD SPECIFICATIONS, SECTION 01500 MAINTENANCE OF TRAFFIC. USE THE FOLLOWING INFORMATION IN DEVELOPING A MAINTENANCE OF TRAFFIC PLAN:

· THE REGULATORY SPEED MUST REMAIN THE SAME AS THE EXISTING POSTED SPEED LIMIT.

· WORK ZONE SPEED LIMIT = 25 MPH

· MAINTAIN THE EXISTING NUMBER OF LANES AND 2-WAY TRAFFIC AT ALL TIMES EXCEPT DURING CULVERT INSTALLATION. DURING CULVERT

INSTALLATION, RESTRICT ACCESS TO 4TH AVENUE SE AND REROUTE TRAFFIC TO THE 2ND ST SE & 4TH AVE SE (WEST) INTERSECTION AND

THE 4TH ST SE & 4TH AVE SE (EAST) INTERSECTION AS SHOWN ON THE NEXT SHEET.

· ROAD CLOSURE RESTRICTIONS WILL BE ALLOWED BETWEEN THE HOURS OF 8:00 AM AND 5:00 PM.

· PROVIDE PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) ONE WEEK IN ADVANCE NOTIFYING THE START OF CONSTRUCTION DATE.

· PROVIDE TEMPORARY TRAFFIC CONTROL FOR BICYCLISTS AND PEDESTRIANS WHEN EXISTING BICYCLE AND PEDESTRIAN FACILITIES ARE

IMPACTED.

· UTILIZE STANDARD PLAN INDEX 102-600 AND THE APPLICABLE STANDARD PLANS IN THE 102-6"XX” SERIES (E.G. 102-601, 102-603, 102-608, AND 102-625) IN DEVELOPING THE MAINTENANCE OF TRAFFIC PLAN.

2. NOTIFY ADJACENT PROPERTY OWNERS 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES WHICH SHALL RESTRICT ACCESS, DELIVERY, ETC. TO

PRIVATE OR COMMERCIAL PROPERTIES.

3. MAINTAIN PEDESTRIAN CROSSING ACCESS PER FDOT DESIGN STANDARD INDEXES AND AMERICAN DISABILITIES ACT ACCOMMODATION GUIDE REQUIREMENTS AT ALL TIMES. IT MAY BE NECESSARY TO ESTABLISH A TEMPORARY CROSSING IN ACCORDANCE WITH THE SPECIFICATIONS IN

ORDER TO PROVIDE SAFE PASSAGE FOR PEDESTRIANS.

4. CONTRACTOR IS TO PROVIDE SAFETY MEASURES FOR DROP-OFF HAZARDS, SUCH AS TEMPORARY BARRIERS (PER FDOT SP INDEX 102-100) WITH REFLECTORS, IF CULVERT EXCAVATION TRENCH IS LEFT OPEN OVERNIGHT AND/OR DURING INACTIVE HOURS AND ALONG TEMPORARY DIVERSION LANES. CONTRACTOR MAY ELECT TO USE LOW PROFILE BARRIERS (PER FDOT SP INDEX 102-120) DURING ACTIVE CONSTRUCTION WORK HOURS.

5. ALL EXCAVATIONS MUST BE COVERED WHEN WORKERS ARE NOT ON SITE. IN ADDITION, A BARRIER WALL MUST BE PLACED TO PROTECT THE

WORK AREA.

LANE CLOSURE USING FLAGGERS

FDOT SP INDEXES 102-603 AND 102-625

4TH AVENUE SE4TH AVENUE SE

DRAINAGE EASEMENT LINE (TYP.)

BEGIN PROJECT

SURVEY STA. 10+25.68

LEGEND

LANE CLOSURE

303 4TH AVE SE RECOMMENDED DETOUR ROUTE FOR MOT

1. THE PROPOSED DETOUR ROUTE DURING THE ROAD CLOSURE FOR THE 303 4TH AVE SE

CULVERT REPLACEMENT IS TO DIRECT LOCAL TRAFFIC TO THE FOLLOWING ROADWAYS:

· 2ND ST SE

· 4TH ST SE

· 5TH AVE SE

2. ALL MOT SIGNS ARE TO ADHERE TO FDOT STANDARD PLANS INDEXES 102-600.

3. ALL ADVANCED WARNING SIGNS ARE TO BE POST-MOUNTED.

4. ALL SIGNAGE AND VMBs ARE TO BE PLACED FOR ADVANCED WARNING 2 WEEKS PRIOR

TO ROAD CLOSURE.

5. ROAD CLOSURES AND DETOURS ARE NOT TO EXCEED 3 WEEKS.

6. CONTRACTOR SHALL NOTIFY AFFECTED RESIDENTS 48 HOURS PRIOR TO DRIVEWAY

CLOSURE.

TWO-LANE ROADWAY, WORK BEYOND THE SHOULDER

FDOT SP INDEX 102-601 (TYP.)

END PROJECT

SURVEY STA. 11+65.01

50 " 14 "

14 " 12 "12 "6 "

7 "

V

10+00 11+00 11+77

N

1"

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

DETOUR PLAN 17

5th AVE SE

D E T O U R

2n d

S T

S E

NOTE: THE CONTRACTOR SHALL PROVIDE A SIGNED

AND SEALED MOT PLAN BY A PROFESSIONAL ENGINEER

WITH ADVANCED MOT CERTIFICATION PRIOR TO

IMPLEMENTING A ROAD CLOSURE OR DETOUR.

LEGEND

ROAD CLOSURE

WORK ZONE SIGN

TYPE III BARRICADE

4th AVE SE 4th AVE SE

4t h

S T

S E

ROAD CLOSED

THRU TRAFFIC

TO

DETOUR

D E T O U R

ROAD CLOSED

THRU TRAFFIC

TO

D E T O U R

DETOUR

D E T O U R

ROAD

CLOSED

ROAD

CLOSED

NATURAL GROUND

CONCRETE

DIRT

NATURAL GROUND

NATURAL GROUND

TOB

TOE TOE

TOB

TOE

TOE

TO

B

TO

B

TOE

1' HDWL

10" HDWL

1' HDWL

V

TOE

TOE

TOB

TOB

10+00 11+00 11+77

OEOEOEOEOEOEOEOEOEOEOEOEOE

O E

O E

O E

O E

O E

W(B)

W B

W B

W B

W(B) W(B) W(B) W(B) W(B) W(B)

S(B) S(B) S(B) S(B) S(B) S(B) S(B)

BFOC(B) BFOC(B) BFOC(B) BFOC(B) BFOC(B) BFOC(B)

TH TH

TH

TH TH

WATER

1-1

1-2

1-3 1-4

1-5

BFO(D)

BFO(D)

-4

-2

-4

-2

-0+20 0+00 0+20 0+40

-4

-2

-4

-2

-0+20 0+00 0+20 0+40

1.

5'

1.

5'

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\015-01\CAD\Construction\18 UTILITY ADJUSTMENTS.dwgLaTorre, Haylee 3/31/2025 2:47:27 PM

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

303 4TH AVE SE CULVERT REPLACEMENT

N

1"

UTILITY ADJUSTMENTS 18

3" PVC LOW PRESSURE SS FM / TO BE RELOCATED

HCWRD

WATER SERVICE & METER / TO BE ADJUSTED

HCWRD

OVERHEAD LINES/

TECO, SPECTRUM,

AND FRONTIER

POST LIGHT/

TO REMAIN

6" DIP WM / TO REMAIN

HCWRD

NOTE:

THE LOCATION OF EXISTING UTILITIES ARE BASED ON MARK-UPS AND RECORD

DRAWINGS PROVIDED BY UAOs AND THE SUE SURVEY (ECHO, 5/8/2023). THE CONTRACTOR SHALL COORDINATE WITH UAOs AND FIELD-VERIFY LOCATIONS OF

POTENTIALLY IMPACTED UTILITIES PRIOR TO CONSTRUCTION.

3" PVC LOW PRESSURE SS FM / TO BE REMAIN

HCWRD

2" CI WM / TO REMAIN

HCWRD

114" FOC / TO BE REMOVED

FRONTIER

BEGIN PROJECT

SURVEY STA. 10+25.68 6" DIP WM / TO BE RELOCATED

HCWRD

WATER VALVE (not found)/ TO BE

ADJUSTED TO FINISHED GRADE

13.2kV

0/

0V

END PROJECT

SURVEY STA. 11+65.01

6" DIP WM / TO REMAIN

HCWRD

CENTER PROPOSED PIPE

UNDER CULVERT SUCH

THAT THE JOINTS ARE

EQUIDISTANT FROM THE

CENTER OF THE CULVERT

CENTER PROPOSED PIPE

UNDER CULVERT SUCH

THAT THE JOINTS ARE

EQUIDISTANT FROM THE

CENTER OF THE CULVERT

PROP. 6" 45° BEND

RESTRAIN ALL JOINTS

6'6'PROP. 6" 45° BEND

PROP. 6" 45° BEND

EX. 6" WM

(assumed 2.5' cover)

EX. 6" WM

(depth per TH 1-3)

PROP. 6" 45° BEND

CONNECT TO EX. 6" WM CONNECT TO EX. 6" WM

EX. 3" SS FM

(depth per TH 1-5)

EX. 3" SS FM

(depth per TH 1-1)

PROP. 3" 45° BENDRESTRAIN

ALL JOINTS

6'6'

PROP. 3" 45° BEND

CONNECT TO EX. 3" SS FM CONNECT TO EX. 3" SS FM

EXIST. GRADE PROP. GRADE

EXIST. GRADEPROP. 43"X68"

ERCP CULVERT

PROP. 43"X68"

ERCP CULVERT

1" = 20' Horizontal 1" = 4' Vertical

INSTALL ONE FULL LENGTH (STICK)

OF 6" DIP WM AT CROSSING

INSTALL ONE FULL LENGTH

(STICK) OF 3" PVC FM AT

CROSSING

WATER MAIN AND FORCEMAIN RELOCATION

CONTACT INFORMATION:

THE CONTRACTOR SHALL CONTACT THE

HILLSBOROUGH COUNTY WATER RESOURCES

DEPARTMENT (HCWRD) INFRASTRUCTURE

MAINTENANCE DIVISION (IMD) SUPERVISORS FOR

THIS SERVICE AREA. FOR WATER UTILITIES,

CONTACT TERRY SHIFLETT @ (813) 298-3943

AND FOR WASTEWATER UTILITIES, CONTACT

CHRIS CAMPBELL @ (813) 388-3876. CONTACT

SHOULD BE MADE NO LESS THAN 1 WEEK PRIOR

TO START OF CONSTRUCTION NEAR THE

EXISTING WATER MAIN OR FORCE MAIN.

INSTALL 6" GATE VALVE

INSTALL 6" GATE VALVE

INSTALL 6" GATE VALVE

INSTALL 6" GATE VALVE

INSTALL 3" PLUG VALVES AT BOTH

ENDS OF THE PROP. RELOCATION OF

THE 3" FORCEMAIN

INSTALL 3" PLUG VALVES AT BOTH ENDS OF THE

PROPOSED RELOCATION OF THE 3" FORCEMAIN

Z:\Shared\Projects\Water\5003\015-01\CAD\Construction\SQ-1 SUMMARY OF QUANTITIES.dwgLaTorre, Haylee 4/8/2025 2:22:16 PM

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HAYLEE C. LATORRE, P.E.

P.E. LICENSE NUMBER 61732

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FLORIDA 33609

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.490

SUMMARY OF QUANTITIES SQ-1

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