20-26-00085 Plans - 46142473 1st Ave NW SS Drainplan 2025-07-11.pdf

7 8

Ta mi am i

19th Ave.

Gulf City

Ruskin

IS. 674

RUSKIN

N

HILLSBOROUGH COUNTY

PUBLIC WORKS ADMINISTRATION

ENGINEERING & OPERATIONS DEPARTMENT

FINAL CONTRACT PLANS

111 1ST AVE NW

CRRP

CIP #46142473 LOCATION OF PROJECT

THE BOARD OF COUNTY COMMISSIONERS

PLANS PREPARED BY:

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

PLUMMER ASSOCIATES INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

(813) 641-1200

PURCHASE ORDER NO: 221215015

WORK ORDER NO: PWPDD20210026

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

P.E. NO.: 61732

NTS

SUN CITY

CENTER

BEGIN PROJECT

℄ CONSTR. 1ST AVE NW

STA. 10+00.00

N 1231087.0440 E 515300.6724

LOCATION MAP

LENGTH OF PROJECT

DESCRIPTION LIN. FT. MILES

0.027145

BRIDGES

NET LENGTH OF PROJECT

EXCEPTIONS

GROSS LENGTH OF PROJECT

COUNTY C.I.P. PROJECT MANAGER VANESSA HERNANDEZ, C.F.M.

CONTRACT PLANS COMPONENTS:

ROADWAY PLANS

INDEX OF DRAINAGE PLANS

SHEET NO. SHEET DESCRIPTION

GOVERNING DESIGN STANDARDS:

Florida Department of Transportation, FY 2023-2024 Standard Plans for Road and Bridge Construction and applicable Interim Revisions (IRs), 2023 Manual of Uniform Minimum Standards for Design, Construction and Maintenance (Florida Greenbook), 2024 FDOT Drainage Manual, Florida Administrative Codes, 2023 Hillsborough County Public Works Department Stormwater Technical Manual, and Hillsborough County Public Works Technical Bulletins.

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

GOVERNING STANDARD SPECIFICATIONS:

REVISIONS

DATE BY DESCRIPTION

CIP NO.

2546142473

KEN HAGAN CHAIR

GWEN MYERS VICE CHAIR

DONNA CAMERON CEPEDA CHAPLAIN

HARRY COHEN COMMISSIONER

PAT KEMP COMMISSIONER

CHRISTINE MILLER COMMISSIONER

JOSHUA WOSTAL COMMISSIONER

KEY SHEET

SIGNATURE SHEET

SUMMARY OF PAY ITEMS

DRAINAGE MAP

TYPICAL SECTION

GENERAL NOTES

ROADWAY PLAN

CROSS SECTIONS

STORMWATER POLLUTION PREVENTION PLAN

TEMPORARY TRAFFIC CONTROL PLANS

TEMPORARY TRAFFIC CONTROL PLANS

UTILITY ADJUSTMENTS

MISCELLANEOUS DETAILS

SUMMARY OF QUANTITIES

9 - 11 12-A

SQ-1

1ST AVE NW

ROADWAY (ROAD 2)

SECTION 07, TOWNSHIP 32S, RANGE 19E

FISCAL

YEAR

SHEET

NO

0000.00 0000.00

0000.00

0.000 0.000 0.027 0.000 0.027

END PROJECT

℄ CONST. 1ST AVE NW

STA. 11+45.34

N 1231115.4697 E 515443.4307

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.

LAST UPDATE: 07/11/2025

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\1 KEY SHEET.dwg10:43:04 AM2/22/2024HLATORRE

SU

N

CI

TY

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

SHEET NO. SHEET DESCRIPTION

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\2 SIGNATURE SHEET.dwgLaTorre, Haylee 7/11/2025 10:43:13 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

SIGNATURE SHEET 2

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

HA

YL

EE C. LATORRE

FLORI'A

61732

KEY SHEET

SIGNATURE SHEET

SUMMARY OF PAY ITEMS

DRAINAGE MAP

TYPICAL SECTION

GENERAL NOTES

ROADWAY PLAN

CROSS SECTIONS

STORMWATER POLLUTION PREVENTION PLAN

TEMPORARY TRAFFIC CONTROL PLANS

TEMPORARY TRAFFIC CONTROL PLANS

UTILITY ADJUSTMENTS

MISCELLANEOUS DETAILS

SUMMARY OF QUANTITIES

9 - 11 12-A

SQ-1

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.

2 URBAN CENTRE,

4890 KENNEDY BLVD, SUITE 985

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

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\3 SUMMARY OF PAY ITEMS.dwgLaTorre, Haylee 7/11/2025 10:43:23 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

SUMMARY OF PAY ITEMS 3

B

eg. S

TA. 10+00.00

E nd S

TA. 11+45.34

CONTROL POINT

N: 1231095.85 E: 515406.48

ELEV: 2.88

LANDMARK 2000

CONTROL POINT

N: 1231099.55 E: 515274.95

ELEV: 2.96

CAPPED IRON ROD SET (LB 5122)

2.8 2.1

1.2 1.9 3.0

2.78 3.09

2.88

3.1

2.7

2.7

INV 12" RCP

ELEV= 1.03

INV 12" RCP

ELEV= 1.25

INV 18" RCP

ELEV= 0.25

2.94

2.95

3.34

2.8 2.5

1.0

2.3

2.6

2.7

0.6 1.2

2.3

3.4 3.6

3.45 3.41 3.04

3.1 3.2 3.2

T

2.94 2.83

3.00

2.9 3.4

3.25 3.28

2.64 2.8

2.5 2.4

TOP ELEV=2.79

INV 18" RCP

ELEV= 0.30

3.19

3.02

3.2

3.0 2.5

INV 18" RCP

ELEV= -0.97

2.1

INV 15" ADS

ELEV= -0.02

V V

C2-8

C2-7

C2-6 C2-5

C2-4

C2-3 C2-2 C2-1

INV 18" RCP

ELEV= 0.20

INV 18" RCP

ELEV= 0.28

2.5 2.0

1.0 0

2.5

2.0 1.0 0 -1.0

-1.0

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\4 DRAINAGE MAP.dwgLaTorre, Haylee 7/11/2025 10:46:56 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

DRAINAGE MAP 4

N

1"

LEGEND

EXIST. FLOW DIRECTION

EXIST. STRUCTURE ID NO.

PROP. STRUCTURE ID NO.

S-#

S-#

S-1A

EXIST DITCH TOB

REPLACE EXIST 18" RCPs

℄ OF CONST.

S-1

S-2

S-3

EXIST. DITCH TOS EXIST 18" RCPs

EXIST. GRATE INLET

HYDRAULIC & HYDROLOGY NOTES:

THIS PROJECT PROPOSES AN IN-KIND REPLACEMENT OF TWO (2) EXISTING 18" RCPs.

THE OUTFALL PIPE INVERTS WILL BE MAINTAINED. ALTHOUGH THE LENGTHS OF THE

PROPOSED OUTFALL PIPES ARE PROPOSED TO BE SHORTENED (TO AVOID IMPACTS

TO MANGROVES AND IMPROVE MAINTENANCE ACCESS), THIS IS NOT EXPECTED TO

HAVE ANY HYDRAULIC & HYDROLOGIC IMPACTS. NO UPSTREAM OR DOWNSTREAM

IMPACTS SHOULD RESULT FROM THIS CULVERT REPLACEMENT PROJECT.

BEGIN PROJECT

STA. 10+00.00

END PROJECT

STA. 11+45.34

1ST AVE NW

1S T

S T

N W

PROP. 6"-12" CLEAN

RUBBLE RIPRAP

TEMPORARY WETLAND

IMPACT AREA (17.06 SF)

TEMPORARY WETLAND

IMPACT AREA (78.45 SF)

WETLAND FLAG (TYP)

WETLAND LINE

WETLAND AREA WITHIN PROJECT

BOUNDARY = 0.03 AC (1404 SF)

TOTAL IMPERVIOUS SURFACE AREA

PROPOSED = 44 SF (HEAD/END WALLS AT

S-1, S-2, AND S-3)

TOTAL PERVIOUS SURFACE AREA PROPOSED

= 38 SF (RUBBLE RIPRAP AT S-1 AND S-2)

MHWL=0.52' ESTIMATED EXIST GRADES BASED

IN LIDAR AND FIELD INSPECTIONS

ROW

PROPOSED AREA FOR

DREDGING BELOW MHWL

APPROX 36 SF

PROPOSED AREA FOR

DREDGING BELOW MHWL

APPROX 2 SF

PROP. PIPE END GUARD/MANATEE

GRATE-FIXED, NON-HINGED

(SEE DETAIL SHEET 14)

PROP. PIPE END GUARD/MANATEE

GRATE-FIXED, NON-HINGED

(SEE DETAIL SHEET 14)

PROP. PERMANENT

IMPACT AREA (9.94 SF)

PROP. PERMANENT

IMPACT AREA (14.55 SF)

3.6'1.6'

4.2'3.4' 1.5'

3.9'

3.9'

3.4'

0.6'

1.4'

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\5 TYPICAL SECTION.dwgLaTorre, Haylee 7/11/2025 10:47:07 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

TYPICAL SECTION 5

EXIST. GRADE

TYPICAL SECTION

1ST AVE NW STA 10+00 TO 11+45.34

NOT TO SCALE (VERTICAL SCALE EXAGGERATED)

TRAFFIC DATA

ESTIMATED OPENING YEAR = N/A (EXISTING)

ESTIMATED DESIGN YEAR = UNKNOWN

POSTED SPEED = 25 MPH

DESIGN SPEED = 25 MPH

LOCAL ROAD

MILLING AND RESURFACING (STA. 10+00.00 TO STA. 11+45.34)

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

SURFACE: TYPE SP STRUCTURAL COURSE (1.5")

NEW CONSTRUCTION (CROSS DRAIN PAVEMENT RESTORATION)

SURFACE: 1.5" ASPHALT TYPE SP (TRAFFIC C)

BASE: OBG 11

R/W LINE (PER HC R/W

INVENTORY MAP_

1ST AVE NW ROW (VARIES)

APPROX. 50'-59' WITHIN PROJECT AREA

R/W LINE (PER HC R/W

INVNTORY MAP)

8.5'±

TRAVEL

LANE

8.5'±

TRAVEL

LANE

PROP. ASPHALT RESURFACING

MAINTAIN EXIST. GRADE

EXIST. BASE

6'

CLEAR

ZONE

6'

CLEAR

ZONE

1.34% 0.92%

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)

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

HILLSBOROUGH COUNTY BENCHMARK "LANDMARK," HAVING AN ELEVATION OF 2.882, NAVD88.

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

8. THE LAST DAY OF FIELD WORK WAS SEPTEMBER 13, 2021.

9. THE RIGHT-OF-WAY LINES WERE NOT SURVEYED PER HILLSBOROUGH COUNTY PROJECT MANAGER.

LEGEND:

WOOD BOLLARD

COMMUNICATIONS PEDESTAL

COMMUNICATIONS VAULT

WATER VALVE

WETLANDS FLAG

ABBREVIATIONS:

ADS = TRADE NAME FOR A CORRUGATED PLASTIC PIPE

ELEV = ELEVATION

INV = INVERT

RCP = REINFORCED CONCRETE PIPE

T

V

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\6 GENERAL NOTES.dwgLaTorre, Haylee 7/11/2025 10:58:34 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

GENERAL NOTES 6

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. 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.

8. 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.

9. 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.

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

ENGINEER.

11. 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.

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

TO REMAIN.

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

14. 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.

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

BACKFILLING.

16. 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.

17. 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.

18. 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

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

20. 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.

21. 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.

HC UTILITY (WATER RESOURCES DEPT)

WARREN GILBREATH

GILBREATHW@HILLSBOROUGHCOUNTY.ORG

813-209-3075

FRONTIER BUSINESS

RANDALL JAMES

RANDALL.JAMES@FTR.COM

813-892-9692

CHARTER COMMUNICATIONS

PAUL BUSTAMANTE

PAUL.BUSTAMANTE@CHARTER.COM

O: 813-302-0749 C:813-538-2924

CONTROL POINT

N: 1231095.85 E: 515406.48

ELEV: 2.88

LANDMARK 2000

CONTROL POINT

N: 1231099.55 E: 515274.95

ELEV: 2.96

CAPPED IRON ROD SET (LB 5122)

2.8

2.1

1.2 1.9 3.0

2.78 3.09

2.88 3.1

2.7 2.7

INV 12" RCP

ELEV= 1.03

INV 12" RCP

ELEV= 1.25

INV 18" RCP

ELEV= 0.25

2.94

2.95

3.34

2.8 2.5

1.0

2.3

2.6

2.7

0.6 1.2

2.3

3.4 3.6

3.45 3.41 3.04

3.1 3.2 3.2

T

2.94 2.83

3.00

2.9 3.4

3.25

3.28

2.64

2.8

2.5 2.4

TOP ELEV=2.79

INV 18" RCP

ELEV= 0.30

3.19

3.02

3.2

3.0 2.5

INV 18" RCP

ELEV= -0.97

2.1

INV 15" ADS

ELEV= -0.02

V V

C2-8

C2-7

C2-6 C2-5

C2-4

C2-3 C2-2 C2-1

INV 18" RCP

ELEV= 0.20

INV 18" RCP

ELEV= 0.28

1 ST AVENUE NW

CARLYLE BLVD (P)

(ASPHALT)

ST

S

TR

EE

T

N W

3R D

ST

RE

ET

(P

(A

SP

HA

LT

LOT 194

FOLIO No. 055866-0000

PORTIONS OF LOTS 87

THROUGH 90, INCLUSIVE

FOLIO No. 055803-0000

FOLIO No. 056240-0000

MAP OF RUSKIN CITY IN HILLSBOROUGH COUNTY, FLORIDA

PLAT BOOK 5, PAGE 75

8" CONCRETE

HEADWALL

NOTE:

CONFLICTING PIPE SIZES AND

MATERIALS WERE CONFIRMED.

TH

TH

TH

TH

TH-4

TH-1

TH-2

TH-3

B

eg. S

TA. 10+00.00

E nd S

TA. 11+45.34

2.

2.

1.

2.5 2.0

1.0 0

2.5

2.0

1.0 0

-1.0

2.5

2.0

1.0 0 -1.0

-1.0

2.

1.

-1 .0

BTV(

D)

BTV(

D)

BTV(

D)

BTV(

D)

BT

V( D)

BTV(D)

BTV(D)

BTV(D)

BTV(D)

BTV(D)

BTV(D)

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BT

V

BT

V

BT

V

BT

V BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV

BT

BT

BT

BT

BT

BT

BT

BT

BT

B T

B T

B T

B T

B T

B T

B T

B T

B T

B T

B T

B T

BT

BT

BT

BT

BT

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\7 ROADWAY PLAN.dwgLaTorre, Haylee 7/11/2025 10:58:57 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

ROADWAY PLAN 7

S-1

STA. 10+86.52 (27.3' RT.)

U-TYPE CONC. ENDWALL 1:2

SLOPE W/ GRATE PER SP

INDEX 430-011

FL -0.97 (18" RCP)

S-1A

STA. 10+98.76 (36.0' LT.)

EXIST. GRATE INLET

GRATE EL. 2.79

FL 0.28 (N) (18" RCP)

FL 0.30 (E) (18" RCP)

FL 0.20 (S) (18" RCP)

S-2

STA. 10+36.47 (25.5' RT.)

U-TYPE CONC. ENDWALL 1:2

SLOPE W/ GRATE PER FDOT

SP INDEX 430-011

FL -0.02 (18" RCP)

S-3

STA. 10+51.38 (28.4' LT.)

WINGED CONC. ENDWALL PER

FDOT SP INDEX 430-040

FL 0.25 (18" RCP)

DRAINAGE STRUCTURES TABLE

N

1"

0'

NOTES:

1. SOD ALL DISTURBED PERVIOUS AREAS.

2. THE CONSTRUCTION EQUIPMENT STAGING WILL BE LIMITED

TO THE 1ST AVE R/W. NO STAGING IS ALLOWED WITHIN 25’

OF THE WETLAND LIMITS.

PAVEMENT RESTORATION PER

HC UAG, APPENDIX K (9 SY)

S-1A

S-1

S-2

S-3

PAVEMENT RESTORATION PER

HC UAG, APPENDIX K (13 SY)

MILL AND RESURFACE

ASPHALT PAVEMENT (366 SY)

REMOVE EXIST. 18" RCP/15" ADS PIPE AND

CONST. 59 LF 18" CLASS IV RCP @ 0.46% SLOPE

REMOVE EXIST. 18" RCP, AND CONST. 62

LF 18" CLASS IV RCP @ 1.89% SLOPE

BEGIN PROJECT

STA. 10+00.00

END PROJECT

STA. 11+45.34

REMOVE AND REPLACE WOOD BOLLARD

REMOVE AND REPLACE

WOOD BOLLARD

EXIST. 12" RCP TO REMAIN

EXIST. CONC. HEADWALL TO REMAIN

EXIST. 18" RCPs TO REMAIN

(PIPE DESILTING)

EXIST. GRATE INLET TO REMAIN

(PROVIDE INLET PROTECTION).

CONNECT PROP. 18" RCP CLASS IV TO EXIST. GRATE INLET

S-#

LEGEND

MILL AND RESURFACE

PAVEMENT RESTORATION

EXIST. STRUCTURE ID NO.

EXIST. STRUCTURE ID NO.

S-#

S-#

ESTIMATED EXIST GRADES BASED

IN LIDAR AND FIELD INSPECTIONS

EXIST WETLAND LINE

MATCH EXIST. GRADE (TYP)

R/W LINE PER HC R/W

INVENTORY MAP

R/W LINE PER HC R/W

INVENTORY MAP

MHWL=0.52'

TEMPORARY WETLAND

IMPACT AREA (17.06 SF)

TEMPORARY WETLAND

IMPACT AREA (78.45 SF)

WETLAND FLAG (TYP)

REMOVE AND DEFLECT 10LF

OF EXIST 2" PVC WM

WITH (4) 45 DEG BENDS.

REMOVE AND DEFLECT 10LF

OF EXIST 3" PVC FM

WITH (4) 45 DEG BENDS

PROP. PIPE END GUARD/MANATEE

GRATE-FIXED, NON-HINGED

(SEE DETAIL SHEET 14)

PROP. PIPE END GUARD/MANATEE GRATE-FIXED,

NON-HINGED (SEE DETAIL SHEET 14)

REMOVE ASH TREE OF

APPROXIMATE DIAMETER 26"

REMOVE PINE TREE OF

APPROXIMATE DIAMETER 34"

REMOVE ASH TREE OF

APPROXIMATE DIAMETER 26"

REMOVE PALM TREE OF

APPROXIMATE DIAMETER 36"

PROP. PERMANENT

IMPACT AREA (9.94 SF)

PROP. PERMANENT

IMPACT AREA (14.55 SF)

3.6'

4.2' 3.4'

3.9'

3.9'

3.4'

0.1'

0.1'

0.6' 1.5'

EXIST UG CATV

SPECTRUM

4-4" CONDUIT 2-W/BT

FRONTIER

4-4" CONDUIT 2-W/BT

FRONTIER

PROP. 1-1/2" W/FOC

FRONTIER

PROP. UG CATV

SPECTRUM

EXIST. 18" RCPs TO REMAIN

(PIPE DESILTING)

PROP. 1-1/2" W/FOC ADJUST/PROTECT FOR S-3 APPROX DEPTH 48"/52" BORED

FRONTIER

COMMUNICATION CABINET

FRONTIER

PEDESTAL

FRONTIER

10+43.73 -5

0 20 400204060

10+91.82 -5

0 20 400204060

0.27%

4'

1" = 20' Horizontal 1" = 5' Vertical

LaTorre, Haylee

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\8 CROSS SECTIONS.dwg7/11/2025 10:59:01 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

CROSS SECTIONS 8

Regular Exc.Embankment A(sf) V(cy)V(cy)A(sf)

EXIST. GRADE

EXIST. 18" RCPs

REMOVE EXIST. 18" RCP

CONST. 18" RCPCONNECT. PROP. 18" RCP

TO EXIST. GRATE INLET STA. 10+86.52 (27.3' RT.)

PROP. U-TYPE CONC. ENDWALL

1:2 SLOPE PER FDOT INDEX 430-011.

STA. 10+36.47 (25.5' RT.)

PROP. U-TYPE CONC. ENDWALL

1:2 SLOPE PER FDOT INDEX 430-011

REMOVE EXIST.

18" RCP/15" ADS PIPE

CONST. 18" RCP

STA. 10+36.47 (25.5' RT.)

PROP. CONC. HEADWALL PER

FDOT SP INDEX 430-040

EXIST. GRADE

PROP. GRADE (TYP.)

PROP. GRADE 1:6

1ST AVE NW

EOP

1ST AVE NW

EOP

℄ OF CONST.

5% SLOPE

MATCH EXIST GRADE

MATCH EXIST GRADE

MATCH EXIST GRADE

MATCH EXIST GRADE

PROTECT AND MAINTAIN

EXIST 3" PVC FM AT PIPE

INVERT ELEVATION -0.95'.

(DESIGN EXCEPTION)

PROTECT AND MAINTAIN

EXIST 2" PVC WM AT PIPE INVERT ELEVATION -1.41'.

(DESIGN EXCEPTION)

EXIST 2" PVC WM

NOTE: BASE LEVEL A SUE WAS CONDUCTED

ADJACENT TO THE EX. 18" RCP.

TO BE RELOCATED.

EXIST 3" PVC FM

NOTE: BASE LEVEL A SUE WAS CONDUCTED

ADJACENT TO THE EX. 18" RCP.

TO BE RELOCATED.

R/W LINE (PER HC

INVENTORY MAP)

16.3'

15'

R/W LINE (PER HC

INVENTORY MAP)

S-1

S-2

MHWL = 0.52'

W E

TL

AN

D B

OU

N D

AR

Y

W E

TL

AN

D B

OU

N D

AR

Y

1.5' THICK DITCH LINING

CLEAN RUBBLE RIPRAP PER

FDOT SPECIFICATION 530.

RELOCATE 2" PVC WM AT PIPE

INVERT ELEVATION -1.85'.

RELOCATE 3" PVC FM AT PIPE

INVERT ELEVATION -2.66'.

℄ OF CONST.

1.5' 1.5'

0.4'

1'

PROP. PIPE END GUARD/MANATEE GRATE-FIXED,

NON-HINGED (SEE DETAIL SHEET 14)

MHWL = 0.52'

PROP. PIPE END GUARD/MANATEE GRATE-FIXED,

NON-HINGED (SEE DETAIL SHEET 14)

1' THICK BEDDING STONE PER FDOT

SPECIFICATION 530.

1.5' THICK DITCH LINING

CLEAN RUBBLE RIPRAP PER

FDOT SPECIFICATION 530.

1' THICK BEDDING STONE PER FDOT

SPECIFICATION 530.

EXIST. UG CATV

SPECTRUM

APPROXIMATELY 1.5' TO 2' DEEP

APPROXIMATE LOCATION OF PROP. UG CATV SPECTRUM

NOTE: TO BE ADJUSTED BY SPECTRUM PRIOR TO THE

START OF CONSTRUCTION

EXIST. 1-1/2" W/FOC

FRONTIER

NOTE: TO BE ADJUSTED BY FRONTIER

PRIOR TO THE START OF CONSTRUCTION

EXIST. UG CATV

SPECTRUM

PROP. UG CATV

SPECTRUM

NOTE:

THE CROSS SECTIONS STATIONING ARE BASED ON

THE LOCATION AT CULVERT CROSSING AT SURVEY

BASELINE

ADJUST 1-1/2" W/ FOC FOR S-3

APPOX DEPTH 48"/52" BORED

FRONTIER

STA. 10+98.76 (36.0' LT.)

EXIST INLET S-1A

S-3

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

EXISTING CULVERT CROSSING UNDER 1ST AVE NW. THIS

INVOLVES CONSTRUCTING ROADWAY SURFACE,

UNDERGROUND STORM DRAIN AND CROSS DRAIN SYSTEMS,

AND EROSION PROTECTION. THE PROJECT IMPACTS 1ST AVE

NW LOCATED BETWEEN 2ND ST NW AND S TAMIAMI TRAIL,

A DISTANCE OF APPROXIMATELY 0.028 MILES.

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: 0.25 ACRES

TOTAL AREA TO BE DISTURBED: 0.16 ACRES

1.C SOILS DATA: NO GEOTECHNICAL

INVESTIGATION WAS CONDUCTED FOR THIS

PROJECT. SOILS INFORMATION FROM NRCS

INDICATE THAT THE SOILS WITHIN THE PROJECT

IS COMPOSED OF WABASSO SOIL (SANDY AND

LOAMY).

1.D OUTFALL/DISCHARGE INFORMATION:

THE PROJECT OUTFALLS TO RUSKIN INLET.

LOCATION: LATITUDE 27° 43' 11.6” N,

LONGITUDE, 82° 26' 06.5” W.

EST. DRAINAGE AREA SIZE: 5.33 ACRES

(OVERLAND RUNOFF TO EXIST INLETS)

RECEIVING WATER NAME: RUSKIN INLET

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,

THE PLAN-PROFILE SHEETS.

* SURFACE WATERS: OTHER SURFACE

WATERS ARE LOCATED WITHIN THE SITE. THESE

AREAS INCLUDE THE ROADSIDE SWALES. THIS IS

LOCATED ON THE PLAN AND PROFILE SHEETS.

* DISCHARGE POINTS TO SURFACE

WATERS: THE PIPE CULVERTS 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 UNAMED

TRIBUTARY MAY BE CONSIDERED AS

WETLANDS/OTHER SURFACE WATER.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\9 STORMWATER POLLUTION PREVENTION PLAN.dwgLaTorre, Haylee 7/11/2025 10:59:31 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

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. WHERE 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.

TEMPORARY TRAFFIC CONTROL PLANS:

1ST AVE NW, STATION 10+00 TO 11+45.34

ROADWAY CLOSURE - MAINTAIN LOCAL TRAFFIC

ACCESS FOR RESIDENTS LOCATED NORTHWEST

OF THE PROJECT SITE TO THE 1ST AVE NW

DEADEND AND RESIDENTS LOCATED ON

DAGWOOD WAY.

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

DESIGN STANDARD 102 AND SPECIFICATION

SECTION 104.

* INLET PROTECTION IN ACCORDANCE

WITH DESIGN STANDARD 102 AND SPECIAL

DETAILS SHOWN IN THE TTC PLAN.

PERMANENT:

* SOD.

2.B STORMWATER MANAGEMENT:

TEMPORARY PUMPING BYPASS WILL BE UTILIZED

AS NEEDED 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\001-13\CAD\Construction\9 STORMWATER POLLUTION PREVENTION PLAN.dwgLaTorre, Haylee 7/11/2025 10:59:31 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

STORMWATER POLLUTION

PREVENTION PLAN

TH

TH

TH

TH

B

eg. S

TA. 10+00.00

E nd S

TA. 11+45.34

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 HILLSBOROUGH COUNTY

ORDINANCE 21-42, REGULATION OF THE USE OF FERTILIZERS CONTAINING

NITROGEN AND PHOSPHOROUS.

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 SILT FENCE ON 12 MONTH INTERVALS.

* 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.

* 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.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

STORMWATER POLLUTION

PREVENTION PLAN

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 80 LF SILT FENCE

INSTALL 80 LF SILT FENCE

INSTALL 40 LF

SILT FENCE

INSTALL 180 LF SILT FENCE

IN COMPLIANCE TO EPC MINOR WORK PERMIT, THE CONTRACTOR SHALL

PROVIDE THE METHOD OF DREDGING TO BE USED INCLUDING DETAILS SUCH AS

EQUIPMENT SIZE, AMOUNT TO BE DREDGED, HOURS OF OPERATION, METHOD OF

TRANSPORT, MATERIAL TRANSFER METHODS, TRANSPORTATION AND ACCESS

ROUTES, UPLAND DISPOSAL AREA LOCATION, DIMENSIONS OF SPOIL DISPOSAL

BERMS, DISPOSAL METHODS, FINAL DISPOSAL LOCATION OR DISPOSAL

CONTRACTOR INFORMATION.

THE CONTRACTOR SHALL UTILIZE AERATION TANKS OR BASINS, AIR STRIPPERS,

WET SCRUBBERS, INCINERATORS, CAUSTICS OR MASKING AGENTS, OR ANY OTHER

CONTROL PROCEDURES OR TECHNOLOGIES.

CONTROL POINT

N: 1231095.85 E: 515406.48

ELEV: 2.88

LANDMARK 2000

CONTROL POINT

N: 1231099.55 E: 515274.95

ELEV: 2.96

CAPPED IRON ROD SET (LB 5122)

2.8 2.1

1.2 1.9

3.0

2.78 3.09

2.88 3.1

2.7

2.7

INV 12" RCP

ELEV= 1.03

INV 12" RCP

ELEV= 1.25

INV 18" RCP

ELEV= 0.25

2.94

2.95

3.34

2.8 2.5

1.0

2.3 2.6

2.7

0.6

1.2

2.3

3.4 3.6

3.45 3.41 3.04

3.1 3.2 3.2

T

2.94 2.83

3.00

2.9 3.4

3.25 3.28

2.64

2.8

2.5

2.4

TOP ELEV=2.79

INV 18" RCP

ELEV= 0.30

3.19 3.02

3.2 3.0

2.5

INV 18" RCP

ELEV= -0.97

2.1

INV 15" ADS

ELEV= -0.02

V V

INV 18" RCP

ELEV= 0.20

INV 18" RCP

ELEV= 0.28

1 ST AVENUE NW

CARLYLE BLVD (P)

(ASPHALT)

ST

S

TR

EE

T

N W

3R D

ST

RE

ET

(P

(A

SP

HA

LT

LOT 194

FOLIO No. 055866-0000

PORTIONS OF LOTS 87

THROUGH 90, INCLUSIVE

FOLIO No. 055803-0000

FOLIO No. 056240-0000

MAP OF RUSKIN CITY IN HILLSBOROUGH COUNTY, FLORIDA

PLAT BOOK 5, PAGE 75

8" CONCRETE

HEADWALL

NOTE:

CONFLICTING PIPE SIZES AND

MATERIALS WERE CONFIRMED.

TH

TH

TH

TH

TH-4

TH-1

TH-2

TH-3

B

eg. S

TA. 10+00.00

E nd S

TA. 11+45.34

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\12 TEMPORARY TRAFFIC CONTROL PLANS.dwgLaTorre, Haylee 7/11/2025 11:01:44 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

N

1"

TEMPORARY TRAFFIC CONTROL

PLANS

EOP (TYP.)

TEMPORARY TRAFFIC CONTROL 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

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

CONSTRUCTION DATE.

· ROAD CLOSURE RESTRICTIONS WILL BE ALLOWED BETWEEN THE HOURS 8:00 AM TO 6:00 PM.

· UTILIZE STANDARD PLAN INDEXES 102-600, 102-601, 102-602, AND 102-603 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.

TWO-LANE, WORK ON SHOULDER

FDOT SP INDEX 102-602 (TYP.)

1ST AV

E NW

1S T

S T

N W

LANE CLOSURE USING FLAGGERS

FDOT SP INDEXES 102-603 AND 102-625

TWO-LANE ROADWAY, WORK BEYOND THE SHOULDER

FDOT SP INDEX 102-601 (TYP.)

S-1A

S-1

S-2

S-3

BEGIN PROJECT

STA. 10+00.00

END PROJECT

STA. 11+45.34

℄ OF CONST.S-#

LEGEND

LANE CLOSURE

EXIST. STRUCTURE ID NO.

EXIST. STRUCTURE ID NO.

S-#

S-#

1ST AVE NW AT 1ST ST SW CRRP RECOMMENDED DETOUR ROUTE FOR MOT

1. THE PROPOSED DETOUR ROUTE FOR THE 1ST AVE NW CULVERTS REPLACEMENT ROAD

CLOSURE PROPOSES TO DIRECT LOCAL TRAFFIC TO THE FOLLOWING ROADWAYS:

· 2ND AVE NW

·SHELL POINT RD

·S TAMIAMI TRAIL (US HWY 41)

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 ARE NOT TO EXCEED 4 WEEKS.

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

CLOSURE.

7. CONTRACTOR MUST SUBMIT A SIGNED AND SEALED DETOUR PLAN FOR REVIEW WHEN

APPLYING FOR THEIR TTC PERMIT.

1 ST AVENUE NW

CARLYLE BLVD (P)

(ASPHALT)

ST

S

TR

EE

T

N W

3R D

ST

RE

ET

(P

(A

SP

HA

LT

U S

HW

Y

(A

SP

HA

LT

LOT 194

FOLIO No. 055866-0000

PORTIONS OF LOTS 87

THROUGH 90, INCLUSIVE

FOLIO No. 055803-0000

FOLIO No. 056240-0000

MAP OF RUSKIN CITY IN HILLSBOROUGH COUNTY, FLORIDA

PLAT BOOK 5, PAGE 75

8" CONCRETE

HEADWALL

NOTE:

CONFLICTING PIPE SIZES AND

MATERIALS WERE CONFIRMED.

TH

TH

TH

TH

TH-4

TH-1

TH-2

TH-3

B

eg. S

TA. 10+00.00

E nd S

TA. 11+45.34

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\12-A TEMPORARY TRAFFIC CONTROL PLANS.dwgLaTorre, Haylee 7/11/2025 11:05:41 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

N

1"

TEMPORARY TRAFFIC CONTROL

PLANS

12A

1ST AVE

NW

1ST AVE NW

W SHELL POINT RD

S T

AM

IA

M I

TR

AI

L

S T

AM

IA

M I

TR

AI

L

PCMS READS:

1ST ST NW AND 1ST AVE

NW ARE CLOSED AHEAD

TO THRU TRAFFIC, USE

W SHELL POINT RD

DETOUR DETOUR

ROAD CLOSED

THRU TRAFFIC

TO

ROAD CLOSED

THRU TRAFFIC

TO

ROAD CLOSED

THRU TRAFFIC

TO

LEGEND

ROAD CLOSURE

WORK ZONE SIGN

ROADWAY CLOSURE PLAN

DETOUR

2n d

S T

N W

1s t S T

N W

NOTE:

THE CONTRACTOR MUST SUBMIT A SIGNED

AND SEALED DETOUR PLAN FOR REVIEW

WHEN APPLYING FOR THEIR TTC PERMIT. THE

INCLUDED DETOUR PLANS ONLY SHOW THE

PROPOSED ROUTE.

B

eg. S

TA. 10+00.00

E nd S

TA. 11+45.34

CONTROL POINT

N: 1231095.85 E: 515406.48

ELEV: 2.88

LANDMARK 2000

CONTROL POINT

N: 1231099.55 E: 515274.95

ELEV: 2.96

CAPPED IRON ROD SET (LB 5122)

2.8

2.1

1.2 1.9

3.0 2.78

3.09 2.88

3.1

2.7 2.7

INV 12" RCP

ELEV= 1.03

INV 12" RCP

ELEV= 1.25

INV 18" RCP

ELEV= 0.25

2.94

2.95

3.34

2.8 2.5

1.0

2.3

2.6

2.7

0.6 1.2

2.3

3.4 3.6

3.45 3.41 3.04

3.1 3.2 3.2

T

2.94 2.83

3.00

2.9 3.4

3.25 3.28

2.64

2.8 2.5

2.4

TOP ELEV=2.79

INV 18" RCP

ELEV= 0.30

3.19

3.02

3.2

3.0 2.5

INV 18" RCP

ELEV= -0.97

2.1

INV 15" ADS

ELEV= -0.02

V V

C2-8

C2-7

C2-6 C2-5

C2-4

C2-3 C2-2 C2-1

INV 18" RCP

ELEV= 0.20

INV 18" RCP

ELEV= 0.28

TH

TH

TH

TH

BTV(

D)

BTV(

D)

BTV(

D)

BTV(

D)

BT

V( D)

BTV(D)

BTV(D)

BTV(D)

BTV(D)

BTV(D)

BTV(D)

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BTV

BT

V

BT

V

BT

V

BT

V BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV

BT

BT

BT

BT

BT

BT

BT

BT

BT

B T

B T

B T

B T

B T

B T

B T

B T

B T

B T

B T

B T

BT

BT

BT

BT

BT

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\13 UTILITY ADJUSTMENTS.dwgLaTorre, Haylee 7/11/2025 11:06:40 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

N

1"

UTILITY ADJUSTMENTS 13

3" FM / TO BE PROTECTED

HCWRD

2" PVC WM /TO BE PROTECTED

HCWRD

UG CATV / TO BE ADJUSTED

SPECTRUM

1-1/2" W/FOC/TO BE ADJUSTED/PROTECTED

FRONTIER

S-1A

S-1

S-2

S-3

NOTES:

LOCATIONS OF ALL UNDERGROUND UTILITIES MAY NOT REFLECT ACTUAL LOCATIONS.

CONTRACTOR IS TO FIELD VERIFY THE PIPE LOCATIONS AND MATERIALS OF ALL

POTENTIAL IMPACTED UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND

COORDINATE WITH AFFECTED UAO'S.

2" PVC WM /TO BE ADJUSTED

HCWRD

SEE NOTES ON ROADWAY PLAN SHEET 7

AND CROSS SECTIONS SHEET 8

3" FM / TO BE ADJUSTED

HCWRD

SEE NOTES ON ROADWAY PLAN SHEET 7

AND CROSS SECTIONS SHEET 8

SPECIAL CONSTRUCTION NOTES FOR WORKING NEAR WATER MAINS & FORCEMAINS:

1. NO HEAVY EQUIPMENT IS TO BE PLACED OVER THE EXISTING WATER MAIN OR FORCEMAIN UNTIL THE STABILIZED SUB-GRADE

AND BASE ARE IN PLACE COVERING THESE PIPES.

2. THE ENGINEER-OF-RECORD, OR SOMEONE UNDER THEIR SUPERVISION, IS TO BE ON SITE DURING THE REMOVAL OF THE EXISTING GROUND COVER, AND THE REPLACEMENT OF THE STABILIZED SUB-GRADE AND BASE. SPECIAL ATTENTION IS TO BE

GIVEN TO PREVENTING UNDUE STRESS ON THE EXISTING PIPES.

3. THE CONTRACTOR SHALL CONTACT TERRY SHIFLETT, WATER RESOURCES DEPARTMENT'S SOUTH LINE MAINTENANCE SUPERVISOR@ (813) 298-3960, AT LEAST 1-WEEK IN ADVANCE OF PERFORMING ANY WORK NEAR THE EXISTING WATER MAIN.

4. THE CONTRACTOR SHALL CONTACT BRIAN SLANE, WATER RESOURCES DEPARTMENT'S LOW PRESSURE SANITARY SEWER MAINTENANCE SUPERVISOR@ (813) 612-7714, AT LEAST 1-WEEK IN ADVANCE OF PERFORMING ANY WORK NEAR THE EXISTING

FORCEMAIN.

5. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATION TEAM BY EMAIL TO UTILITYCOORDINATION@HCFLGOV.NET AT LEAST 1-WEEK IN ADVANCE OF PERFORMING ANY WORK NEAR THE EXISTING WATER MAIN OR FORCEMAIN.

6. THE CONTRACTOR WILL NEED TO HAVE MATERIALS ON-SITE TO REPAIR EITHER LINE IN THE EVENT OF A BREAK (2-INCH AND 3-INCH PIPE, CLAMPS, SLEEVES, FITTINGS, BLEACH, ETC...) AND THEY MUST CONTACT THE COUNTY IMMEDIATELY AT (813)671-7604.

4-4" CONDUIT 2-W/BT/TO REMAIN

FRONTIER

UG CATV/PROPOSED

SPECTRUM

1-1/2" W/FOC

FRONTIER

PEDESTAL

FRONTIER

1-1/2" W/FOC ADJUST/PROTECT FOR APPROX DEPTH 48"/52" BORED

FRONTIER

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\14 MISCELLANEOUS DETAILS.dwgLaTorre, Haylee 7/11/2025 11:07:06 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

MISCELLANEOUS DETAILS 14

NOTE: CONTRACTOR TO PROTECT AND MAINTAIN EXISTING CONDITIONS OF WETLANDS WITHIN PROJECT LIMITS.

Z:\Shared\Projects\Water\5003\001-13\CAD\Construction\SQ-1 SUMMARY OF QUANTITIES.dwgLaTorre, Haylee 7/11/2025 11:07:14 AM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

H

IS

S

H E E T I S T

H E E

LE

C T R O N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N E D A

N D S

E A

LE

D U

N D E R R

U

LE

1G

-2 .0 4, F

.A .C

SUMMARY OF QUANTITIES SQ-1