19-26-00085 Plans - 46142452 LenwoodLn SS DrainPlan 2025-07-07.pdf

8 9 10 11 12

1314151617

26272829

32 33 34 35

Hutto

Boyette Rd.

Rhodine Rd.

Big Bend Rd.

B a l m R i v e r v i e wRd

C r

Bo gg y

Bu ll fr og

Cre ek

L.

C r .Rice

Cr.

Br.

N

HILLSBOROUGH COUNTY

ENGINEERING & OPERATIONS DEPARTMENT

CONTRACT PLANS

LENWOOD LANE

CULVERT REPLACEMENT

CIP #46142452

LOCATION OF PROJECT

THE BOARD OF COUNTY COMMISSIONERS

PLANS PREPARED BY:

PURCHASE ORDER NO: 221214777

WORK ORDER NO: PWPDD20210025

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

P.E. NO.: 67132

NTS

END PROJECT

LENWOOD LN SURVEY

STA. 22+09.07

N 1264112.5953 E 563233.4518

LOCATION MAP

LENGTH OF PROJECT

DESCRIPTION LIN. FT. MILES

0.019100.29

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 2024-25 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/goverment/county-projects/consultant-cip-project-resources/standard-details-and-project-plan-sheet-tempates

GOVERNING STANDARD SPECIFICATIONS:

REVISIONS

DATE BY DESCRIPTION

01-23-25 HCL UPDATE PAY ITEM SUMMARY

CIP NO.

HAYLEE C. LATORRE, P.E., NO. 67132

PLUMMER ASSOCIATES INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD

TAMPA, FL 33609

(813) 641-1200

2546142452

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

SUMMARY OF DRAINAGE STRUCTURES

PROJECT LAYOUT

PROJECT CONTROL

GENERAL NOTES

PLAN-PROFILE

CROSS SECTIONS

STORMWATER POLLUTION PREVENTION PLAN

TEMPORARY TRAFFIC CONTROL PLANS

UTILITY ADJUSTMENTS

GENERAL STRUCTURAL NOTES AND CIP HEADWALL KEY PLAN

CIP HEADWALL PLAN AND ELEVATION

CIP HEADWALL WALL SECTIONS

SUMMARY OF QUANTITIES

12-14

SQ-1

LENWOOD LN (ALONG SURVEY BASELINE)

ROADWAY (ROAD 2)

SECTION 03, TOWNSHIP 31S, RANGE 20E

FISCAL

YEAR

SHEET

NO

0000.00 0000.00 100.29 0000.00 100.29

0.000 0.000 0.019 0.000 0.019

START PROJECT

LENWOOD LN SURVEY

STA. 21+08.78

N 1264041.2552 E 563304.0575

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: 03/28/2025

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\1 KEY SHEET.dwg5:59:32 PM3/28/2025HLATORRE

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

PUBLIC WORKS ADMINISTRATION

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\002-07\CAD\Construction\2 SIGNATURE SHEET.dwgNisha Bhatta 7/7/2025 6:30:20 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609 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

STORMWATER POLLUTION PREVENTION PLAN

TEMPORARY TRAFFIC CONTROL PLANS

UTILITY ADJUSTMENTS

SUMMARY OF QUANTITIES

12-14

SQ-1

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

H A Y L

EE

C. LATORRE, P.E.

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 / WATERMARK ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W. KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

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

WEKIVA ENGINEERING LLC

711 N ORANGE AVE, SUITE A

WINTER PARK, FL 32789

TAMPA, FL 33609

JOHN V. SOBCZAK, P.E. NO. 71407

SHEET NO. SHEET DESCRIPTION

GENERAL STRUCTURAL NOTES AND CIP HEADWALL KEY PLAN

CIP HEADWALL PLAN AND ELEVATION

CIP HEADWALL WALL SECTIONS

No. 71407

STATE OF

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\3 SUMMARY OF PAY ITEMS.dwgNisha Bhatta 7/8/2025 11:20:39 AM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609 SUMMARY OF PAY ITEMS 3

PAY ITEM NOTES:

1. NO TREE SURVEY WAS INCLUDED IN THE SCOPE OF THIS PROJECT. CONTRACTOR IS TO FIELD-VERIFY TREE(S) THAT NEED TO BE PRUNED, TRIMMED, AND/OR REMOVED PRIOR TO CONSTRUCTION. REFER TO NOTE #17 ON THE GENERAL NOTES SHEET. QUANTITIES FOR WORCS PAY ITEM NO. 110-22 (TREE ROOT AND BRANCH PRUNING) (FORMER WORCS PAY ITEM NO. 580-336 - PRUNING AND TRIMMING (EXISTING TREES))

AND WORCS PAY ITEM NO. HC 1663 (TREE REMOVAL) ARE SUBJECT TO CHANGE.

UPDATE PAY ITEM SUMMARY01-23-25

76.0

76.3

76.1

74.9

75.0

75.8

75.4 74.6

74.7

76.67

76.4

76.1 73.9

73.9

75.2

75.0

73.7

73.7 75.1

75.9 76.0

76.3

76.1

75.5

76.5

76.6

INV 57"X60" CMP

ELEV=69.39

INV 57"X60" CMP

ELEV=69.23

INV 57"X60" CMP

ELEV=68.76

INV 57"X60" CMP

ELEV=68.93

INV 57"X60" CMP

ELEV=68.78

INV 57"X60" CMP

ELEV=68.92 70.2

69.8

68.6

69.9

69.0

73.0

72.9

68.2

74.6

77.2

68.1

68.2

74.1 69.7

69.5 74.5

75.9

76.4

69.2

69.4

73.6

75.3

74.6

74.6

75.6

74.6

75.5 21+00

22+00

23+00

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W

W

W

W

WWWWW

W

W

W

W

W W

W

W W

W

W

W W

W W W W W

W W W W

.0

.0

.0

.0

.0

.0

.0

.0

.074.0

74.0

.0

.0

.0

.0

.0

.0

.0

.0

76.0

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\4 DRAINAGE MAP.dwgLaTorre, Haylee 3/28/2025 6:03:42 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609 DRAINAGE MAP 4

N

1"

LEGEND

EXIST. FLOW DIRECTION

PROP. STRUCTURE ID NO.

S-1

S-2

SURVEY

BEGIN PROJECT

SURVEY STA. 21+08.78

END PROJECT

SURVEY STA. 22+09.07

PROP ENDWALL PER MODIFIED FDOT

INDEX 430-031 (41 SF AT SURFACE)

PROP ENDWALL PER MODIFIED FDOT

INDEX430-031 (42 SF AT SURFACE)

PROP 60 LF TRIPLE 60" RCPs TO REPLACE EXIST 60 LF TRIPLE CMPs

EXIST SWALE

TOS (TYP)

EXIST SWALE TOB (TYP)

100'

DRAINAGE EASEMENT

PB 45 PG 71

S-#

TEMPORARY WETLAND

IMPACT (796 SF)

TEMPORARY WETLAND

IMPACT AREA (805 SF)

PERMANENT WETLAND

IMPACT AREA (641 SF)

PERMANENT WETLAND

IMPACT AREA (701 SF)

WETLAND AREA WITHIN

PROJECT LIMITS (1687 SF)

PROJECT LIMITS

WETLAND AREA WITHIN

PROJECT LIMITS (2493 SF)

WETLAND/OSW IMPACTS LEGEND

PROJECT LIMITS

WETLAND AREA WITHIN PROJECT LIMITS

PERMANENT WETLAND IMPACT AREA

TEMPORARY WETLAND IMPACT AREA

PROP RUBBLE

RIPRAP (771 SF)

PROP RUBBLE RIPRAP (639 SF)

EXIST ENDWALL TO

BE REMOVED (38 SF)

EXIST ENDWALL TO

BE REMOVED (38 SF)

EXIST ASPHALT PAVEMENT (WITHIN PROJECT LIMITS = 1865 SF)

NOTE:

WETLAND BOUNDARIES SHOWN ARE CONSIDERED

APPROXIMATE AND NOT FULLY FIELD VERIFIED

IN ACCORDANCE WITH 62-340, F.A.C.

TEMPORARY WETLAND

IMPACT AREA (330 SF)

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\5 TYPICAL SECTION.dwgLaTorre, Haylee 3/28/2025 6:03:55 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609 TYPICAL SECTION 5

R/W LINE

PROP. TRIPLE 60 LF OF 60" RCP

LENWOOD LANE ROW

80'

PROP. ASPHALT

(SEE PAVEMENT

DESIGNS BELOW)

PROP. BASE

(SEE PAVEMENT

DESIGN BELOW)

ROADWAY CROWN

TYPICAL SECTION

LENWOOD LANE STA 21+36.56 TO 21+85.69

NOT TO SCALE (VERTICAL SCALE EXAGGERATED)

TRAFFIC DATA

ESTIMATED OPENING YEAR = 2022

ESTIMATED DESIGN YEAR = 2042

POSTED SPEED = 25 MPH

DESIGN SPEED = 25 MPH

LOCAL ROAD

9.0±

TRAVEL LANE

R/W LINE

9.5±

TRAVEL LANE

SURVEY BASELINE

2.5'+/-

28.5'-25.9'

FRONT OF ENDWALL TO .

28.5'-25.9'

FRONT OF ENDWALL TO .

PROP. ENDWALL PER FDOT

INDEX 430-031 (MODIFIED)

PROP. ENDWALL PER FDOT

INDEX 430-031 (MODIFIED)

MATCH

EXIST.

GRADE

MATCH EXIST.

GRADE

60'±

STANDARD CLEARING AND GRUBBING

LIMITS OF CONSTRUCTION

70'±

STANDARD CLEARING AND GRUBBING

LIMITS OF CONSTRUCTION

0.04-0.0650.025-0.05

VARIES 0.03-0.07 VARIES 0.05-0.065

MILLING AND RESURFACING

(STA 21+08 - 21+38, STA 21+79 - 22+09)

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

SURFACE: TYPE SP STRUCTURAL COURSE (1.5")

NEW CONSTRUCTION (CROSS DRAIN PAVEMENT RESTORATION)

(STA 21+38.87 - 21+78.99)

SURFACE: 3" ASPHALT TYPE SP

BASE: OBG 11

100' WIDE DRAINAGE EASEMENT

PB 45 PG 71

100' WIDE DRAINAGE EASEMENT

PB 45 PG 71

13'

RIPRAP

10'

RIPRAP

MIN. 1.5' DEPTH RIPRAP

MIN. 1' DEPTH

BEDDING STONE

MIN. 1.5' DEPTH RIPRAP

MIN. 1' DEPTH

BEDDING STONE

APPROX. LOCATION OF EX. 6" WM

NOTE: SHOULDER TREATMENTS ARE TO ADHERE TO FDOT SP INDEX 570-010.

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\6 SUMMARY OF DRAINAGE STRUCTURES.dwgLaTorre, Haylee 3/28/2025 6:04:06 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

SUMMARY OF DRAINAGE

STRUCTURES

CONTROL POINT

N: 1264153.04 E: 563187.12

ELEV: 76.19

SET NAIL AND DISK (LB 5122)

CONTROL POINT

N: 1264015.22 E: 563347.61

ELEV: 76.46

SET NAIL AND DISK (LB 5122)

76.0

76.3

76.1

74.9

75.0

75.8

75.4 74.6

74.7

76.67

76.4

76.3 73.3

76.1 73.9

73.9

75.2

75.0

73.7 75.1

75.9

76.0

76.3

76.1

75.5

76.5

76.6

INV 57"X60" CMP

ELEV=69.39

INV 57"X60" CMP

ELEV=69.23

INV 57"X60" CMP

ELEV=68.76

INV 57"X60" CMP

ELEV=68.93

INV 57"X60" CMP

ELEV=68.78

INV 57"X60" CMP

ELEV=68.92 70.2

69.8 68.6

69.9

69.0

73.0

72.9

68.2

74.6

77.2

68.1

68.2

74.1 69.7

69.5 74.5

75.9

76.4

69.2 69.4

TOETOB

NATURAL GROUND

TOE

NATURAL GROUND

TOE

TOB

NATURAL GROUND

TO

BTO

ETO

E

TO

B

TOE

NATURAL GROUND

TOB

TOE

TO

ETOB

TO

E

TO

B

LOT 1

FOLIO No. 077426-6078

100' DRAINAGE RIGHT-OF-WAY

FOLIO No. 290000-0062

LOT 26

FOLIO No. 077426-6052

TROPICAL ACRES SOUTH - UNIT No. 3

PLAT BOOK 45, PAGE 71

BLOCK 14

TROPICAL ACRES SOUTH - UNIT No. 3

PLAT BOOK 45, PAGE 71

100' DRAINAGE RIGHT-OF-WAY

FOLIO No. 290000-0062

LENW

OOD LANE

(80' RIGHT-OF-W

AY) (ASPHALT)

73.6

75.3

74.6

74.6

75.6

74.6

75.5

CONCRETE HDWL

CONCRETE HDWL

(RIGHT-OF-WAY PER PLAT)

21+00

22+00

23+00

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W

W

W

W

WWWWW

W W

W W

W

W W

W

W

W W

W

W

W

W W W W

W

W W

W

.0

.0

.0

.0

.0

.0

.0

.0

.074.0

74.0

.0

.0

.0

.0

.0

.0

.0

.0

76.0

75 72

71 70

76.05 EOP

75.69 SHLDR

73.5

.6

.6

76.11 EOP

75.80 SHLDR

76.29 EOP

75.93 SHLDR

73.0 TOS

76.2 EOP

75.80 SHLDR

N

1"

0'

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\7 PROJECT LAYOUT.dwgLaTorre, Haylee 3/28/2025 6:04:45 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609 PROJECT LAYOUT 7

NOTE: LIMITS OF OPEN CUT SHOWN ON THIS

SHEET REPRESENT MAXIMUM OPEN-CUT

WIDTHS FOR CROSS DRAIN INSTALLATION.

S-1

S-2

LEGEND

OPEN-CUT RESTORATION

MILLING AND RESURFACING

SURVEY

END PROJECT

SURVEY STA. 22+09.07

BEGIN PROJECT

SURVEY STA. 21+08.78

MILL AND RESURFACE (61 SY)

MILL AND RESURFACE (63 SY)

OPEN CUT AND PAVEMENT

RESTORATION (83 SY)

STA. 21+38.87 TO STA. 21+78.99

EXIST EOP

100' DRAINAGE

EASEMENT

PB 45 PG 71

100' DRAINAGE

EASEMENT

PB 45 PG 71

R/W LINE

R/W LINE

STRAIGHT ENDWALL PER FDOT

INDEX 430-031 (MODIFIED)

STRAIGHT ENDWALL PER FDOT

INDEX 430-031 (MODIFIED)

EXIST TOS

EXIST TOB

EXIST TOB

EXIST TOS

EXIST TOS

MATCH EXIST GRADE

49.2''

49.2'

' R

IG

HT

-O F-

WA

Y

EXIST ENDWALL

(TO BE REMOVED)

EXIST ENDWALL

(TO BE REMOVED) MATCH EXIST GRADE

MATCH EXIST GRADE

MATCH EXIST

GRADE

E: 563187.12

ELEV: 76.19

SET NAIL AND DISK (LB 5122)

CONTROL POINT

N: 1264015.22 E: 563347.61

ELEV: 76.46

SET NAIL AND DISK (LB 5122)

HORIZONTAL AND VERTICAL CONTROL

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

C-1 20+00.06 24.905' RT NOT LABELED IRON ROD 1263981.8609 563398.4381 N027° 48' 38.40" W082° 17' 13.15" 1

C-2 20+59.50 12.350' RT 76.464 BENCHMARK/CONTROL POINT 1264012.6928 563346.4874 N027° 48' 38.73" W082° 17' 13.72" 1

C-3 22+70.48 -4.407' LT 76.188 BENCHMARK/CONTROL POINT 1264150.5114 563185.9891 N027° 48' 40.09" W082° 17' 15.51" 1

C-4 23+49.92 25.386' LT NOT LABELED IRON ROD 1264192.4089 563115.2654 N027° 48' 40.50" W082° 17' 16.30" 1

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\8 PROJECT CONTROL.dwgLaTorre, Haylee 3/28/2025 6:06:46 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609 PROJECT CONTROL 8

N

1"

0'

C-1

C-3

C-4

C-2

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 "VC 283," HAVING AN ELEVATION OF 82.28, NAVD88.

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

8. THIS SURVEY WAS REVISED ON SEPTEMBER 30, 2021, TO ADD THE BASELINE.

9. THE LAST DAY OF FIELD WORK WAS SEPTEMBER 17, 2021.

ABBREVIATIONS:

CMP = CORRUGATED METAL PIPE

ELEV = ELEVATION

HDWL = HEADWALL

INV = INVERT

TOB = TOP OF BANK

TOE = TOE OF SLOPE

LEGEND:

CAPPED IRON ROD SET (LB 5122)

NAIL AND DISK SET (LB 5122)

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\9 GENERAL NOTES.dwgLaTorre, Haylee 3/28/2025 6:07:14 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609 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 IV 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 WORCS PAY ITEM NO. 110-22 TREE ROOT AND BRANCH PRUNING (FORMER PAY ITEM

NO. 580-336 PRUNING AND TRIMMING (EXISTING TREES)).

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, 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.

CHARTER COMMUNICATIONS

CHRIS SMITH

CHRISTOPHER.SMITH8@CHARTER.COM

(813) 478-0160

FRONTIER COMMUNICATIONS

RANDALL JAMES

RANDALL.JAMES@FTR.COM

(813) 892-9692

HC WATER RESOURCES DEPT.

LISA MURRIN

UTILITYCOORDINATION@HILLSBOROUGHCOUNTY.ORG

(813) 209-3044

TECO ENERGY

JASON PAYNE

CSADMIN@TECOENERGY.COM

813-275-3428

23. TEMPORARY TRAFFIC CONTROL (TTC) PERMIT IS REQUIRED IF ANY TYPE OF WORK IMPEDING TRAFFIC IN ANY WAY, SHAPE, OR FORM, OR OTHER ACTIVITY ON THE SHOULDER LASTING LONGER THAN TWO (2) HOURS AND TAKING PLACE WITHIN 15 FEET OF THE COUNTY EDGE OF PAVEMENT (EDGE OF ROADWAY) MUST BE PERMITTED THROUGH THE PUBLIC WORKS TEMPORARY TRAFFIC

CONTROL SECTION.

24. A SEPARATE HILLSBOROUGH COUNTY TTC PERMIT WILL BE REQUIRED, APPLY FOURTEEN (14) DAYS PRIOR TO STARTING WORK. EMAIL PLANS OR QUESTIONS TO TTCPERMITS@HILLSBOROUGHCOUNTY.ORG LISA STROUT 813-298-3027 OR J.T. CULLINS

813-434-8019. WORKING HOURS SHALL BE 8:00 AM TO 5:00 PM.

WATER MAIN RELOCATION NOTES:

1. NO HEAVY EQUIPMENT IS TO BE PLACED OVER THE EXISTING WATER MAIN UNTIL THE STABILIZED

SUB-GRADE AND BASE ARE BACK COVERING THE PIPE.

2. THE ENGINEER-OF-RECORD, OR SOMEONE UNDER THEIR SUPERVISION, IS TO BE ON SITE DURING

THE REMOVAL OF 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 PIPE.

3. THE CONTRACTOR SHALL CONTACT TERRY SHIFLETT, SOUTH/CENTRAL LINE MAINTENANCE BY PHONE

AT (813) 298-3943 AT LEAST 2 WEEKS IN ADVANCE OF PERFORMING ANY WORK NEAR THE

EXISTING WATER MAIN.

4. THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES DEPARTMENT'S UTILITY COORDINATION

TEAM BY EMAIL TO UTILITYCOORDINATION@HCFLGOV.NET AT LEAST 2 WEEKS IN ADVANCE OF

PERFORMING ANY WORK NEAR THE EXISTING WATER MAIN.

5. THE CONTRACTOR WILL NEED TO HAVE MATERIALS ON-SITE TO REPAIR THE LINES IN THE EVENT OF A WATER MAIN BREAK (PIPES, BLEACH, CLAMPS, SLEEVES, FITTINGS, ETC.) AND THEY MUST

CONTACT THE COUNTY IMMEDIATELY AT (813) 671-7604.

E: 563187.12

ELEV: 76.19

SET NAIL AND DISK (LB 5122)

CONTROL POINT

N: 1264015.22 E: 563347.61

ELEV: 76.46

SET NAIL AND DISK (LB 5122)

.05

.34

.11

.98 75

.08

.8

.4

.66

.79

76.67

.46

.3

.3

.9

.5

.1

.9

.9

.2

.6

.7

.7

.1

.9

.04

.33

.1

.5

.5

INV 57"X60" CMP

ELEV=69.39

INV 57"X60" CMP

ELEV=69.23

INV 57"X60" CMP

ELEV=68.93

INV 57"X60" CMP

ELEV=68.78

INV 57"X60" CMP

ELEV=68.92

.2

.8

.6

.969

.0

.0

.9

.2

.1 69

.7

.5

.5

.6

.6

.6

.6

21+0022+0023+00

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

74.0

74.0

.0

.0

.0

20+2020+4020+6020+8021+0021+2021+4021+6021+8022+0022+2022+4022+6022+80

VPI STA. +08.71

Elev. = 76.1

VPI STA. +09.07

Elev. = 76.2

VPI STA. +60.00

Elev. = 76.3

R

IG

H T-

OF

-W

AY

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\10 PLAN-PROFILE.dwgNisha Bhatta 7/7/2025 6:11:58 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609 PLAN-PROFILE 10

S-1

STA. 21+57.34 (28.9 LT.)

(CENTER OF WALL FACING

DITCH)

CONC. ENDWALL

INDEX 430-031 (MODIFIED)

TOP EL. 75.0

FL 68.80 (60" PIPE)

S-2

STA. 21+61.12 (31.9 RT.)

(CENTER OF WALL FACING

DITCH)

CONC. ENDWALL

INDEX 430-031 (MODIFIED)

TOP EL. 74.5

FL. 68.60 (60" PIPE)

DRAINAGE STRUCTURES TABLE

N 1" 0'

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

S-1

S-2

BEGIN PROJECT

SURVEY STA 21+08.78

EXIST LENWOOD LN

CROWN ELEV PROFILE

EXIST TRIPLE

60" CMP (TO BE

REMOVED)

END PROJECT

SURVEY STA 22+09.07

EXIST ENDWALL

(TO BE REMOVED)

ENDWALL PER MODIFIED

FDOT INDEX 430-031

(LIMITS OF FOOTING)

ENDWALL PER MODIFIED

FDOT INDEX 430-031

(LIMITS OF FOOTING)

CONST 60' OF (3)

60" RCP CULVERT

PROP TRIPLE 60"

RCP CULVERT

EXIST EOP

100' DRAINAGE EASEMENT

PROP RUBBLE RIPRAP

PROP RUBBLE RIPRAP

MATCH EXIST. GRADEMATCH EXIST. GRADE

PROP. GRADE

PROP. FLOWABLE FILL

BETWEEN PROP. CULVERTS

PROP. FLOWABLE

FILL BETWEEN

PROP. CULVERTS

Slope 0.26% Slope 0.37%

CONSTRUCTION NOTES:

1. CONTRACTOR IS TO CONSIDER IF RCPs WILL REQUIRE

TEMPORARY SUPPORT DURING INSTALLATION, ESPECIALLY

DURING POURING OF FLOWABLE FILL BETWEEN RCPs.

2. RUBBLE RIPRAP THAT IS PLACED AT DITCH BOTTOM IS TO

BE UNDERLAIN WITH MINIMUM 12" LAYER OF BEDDING STONE.

3. RESTRAIN ALL DUCTILE IRON FITTINGS TO PVC PIPES USING

MECHANICAL JOINT RESTRAINT. FOR APPROVED PARTS, SEE

"HILLSBOROUGH COUNTY PUBLIC UTILITIES DEPARTMENT

APPENDIX B: PRE-APPROVED PRODUCTS AND MATERIALS".

10.9'

9.9'

58.4'

58.1'

CONNECT TO EXISTING

6" PVC PIPE WITH A

RESTRAINED COUPLING

INSTALL APPROX. 10.5'

OF 6" DIP WM

INSTALL 6" DI MJ 45°

BEND (ROTATED)

STA 21+43.5 (12.5' RT)

INSTALL APPROX. 33' OF 6"

FUSIBLE PVC C900 DR18 WM

STA 21+43.5 TO STA 21+76.5

LOWEST EXIST. GRADE AT

PROP. CULVERT ABOVE

PROP. WM = 75.89

0.

7'

12'

INSTALL 6" DI MJ 45° BEND (ROTATED)

STA 21+36 (20' RT)

INSTALL APPROX. 10.5'

OF 6" DIP WM

INSTALL 6" DI MJ 45°

BEND (ROTATED)

STA 21+76.5 (12.5' RT)

INSTALL 6" DI MJ 45° BEND (ROTATED)

STA 21+84 (20' RT)

CONNECT TO EXISTING

6" PVC PIPE WITH A

RESTRAINED COUPLING

EXIST 6" WMEXIST 6" WM

RESTRAINED COUPLING

6" DI MJ 45° BEND (ROTATED)

STA 21+36 (20' RT)

6" DI MJ 45° BEND (ROTATED)

STA 21+43.5 (12.5' RT)

RESTRAINED COUPLING

6" DI MJ 45° BEND (ROTATED)

STA 21+84 (20' RT)

6" DI MJ 45° BEND (ROTATED)

STA 21+76.5 (12.5' RT)

12" STEEL CASING

12" STEEL CASING

STA 21+72.5

12" STEEL CASING

STA 21+47.5

6" FUSIBLE PVC

WATER MAIN

12'

INSTALL:

APPROX. 33 LF 6" FUSIBLE PVC

WATER MAIN AND 45 LF OF

PUSH-ON JOINT DIP WATER MAIN

STA 21+24 TO STA 21+96

ALL RESTRAINED JOINTS

6" DIP

WATER MAIN

INSTALL 12"

STEEL CASING

REMOVE TREE

TREE ROOT AND BRANCH PRUNING

TREE ROOT AND BRANCH PRUNING

NOTE:

PROP TRIPLE 60" RCP CULVERT

MEAN ANNUAL PEAK FLOW = 28.30 CFS

10-YR PEAK FLOW = 54.26 CFS

21+58.80

0 10 20 30 40 50 60 700102030405060

-4.07%2.43% 5.26% -8.50%

-1.78% -0.35%

-6.00%

-5.00%

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

LaTorre, Haylee

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\11 CROSS SECTIONS.dwg3/28/2025 6:07:53 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609 CROSS SECTIONS 11

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

S-1 S-2

SURVEY

60 LF TRIPLE 60" RCP

@ 0.33% SLOPE

E xi st

R /W

E xi st

R /W

MATCH EXIST PVMT ELEV

AND SLOPE

PROP. STRAIGHT ENDWALL PER

FDOT INDEX 430-031 (MODIFIED)

TOP EL 74.5

MATCH EXIST GRADE

EXIST. TRIPLE 60" CMP

(TO BE REMOVED)

MATCH EXIST GRADE

EXIST ENDWALL TO BE REMOVED

EXIST ENDWALL TO BE REMOVED

INV 68.8

INV 68.6

PROP. STRAIGHT ENDWALL PER

FDOT INDEX 430-031 (MODIFIED)

TOP EL 75.0

RIPRAP

BEDDING

STONE

BEDDING STONE

APPROX. LOCATION OF EXIST. 6" WM.

0.8' OF COVER ACCORDING TO SUE REPORT

BY MCKIM & CREED (3/24/22)

NOTE:

LOCATION OF EXISTING 6" WM SHOWN ON THIS SHEET IS APPROXIMATED FROM THE SUE REPORT BY MCKIM & CREED (3/24/2022). CONTRACTOR IS TO COORDINATE WITH HILLSBOROUGH COUNTY WATER RESOURCES DEPARTMENT AND FIELD-VERIFY THE LOCATION OF THE 6" WM PRIOR TO CONSTRUCTION.

RIPRAP

PROP. 6" WM IN 12"

STEEL CASING

APPROX. LOCATION OF 1.5"

FRONTIER LINE W/ FOC

TO BE ADJUSTED

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 LENWOOD LANE.

THIS INVOLVES CONSTRUCTING ROADWAY SURFACE,

UNDERGROUND STORM DRAIN AND CROSS DRAIN SYSTEMS,

ENDWALLS, AND EROSION PROTECTION. THE PROJECT

IMPACTS LENWOOD LANE LOCATED BETWEEN ENTRANCE WAY

AND DOGWOOD WAY, A DISTANCE OF APPROXIMATELY 0.019

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: 0.37 ACRES

TOTAL AREA TO BE DISTURBED: 0.24 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 PRIMARILY ZOLFO FINE SANDS

WITH DEPTH TO WATER TABLE RANGING

BETWEEN 18" TO 42".

1.D OUTFALL/DISCHARGE INFORMATION:

THE PROJECT OUTFALLS TO AN EXISTING DITCH

TO FLOWS NORTHEAST

LOCATION: LATITUDE 27° 48' 40.3” N,

LONGITUDE, 82° 17' 14.3” W.

EST. DRAINAGE AREA SIZE: 52.46 ACRES

(UPSTREAM BASIN)

RECEIVING WATER NAME: PELLEHAM BRANCH

CREEK

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 AND THE

UNNAMED PELLEHAM BRANCH CREEK TRIBUTARY.

THIS TRIBUTARY FLOWS UNDER LENWOOD LANE

APPROXIMATELY CENTERED AT STA 21+59. THIS

IS LOCATED ON THE PLAN AND PROFILE SHEETS.

* DISCHARGE POINTS TO SURFACE

WATERS: THE TRIPLE 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

WETLANS/OTHER SURFACE WATER.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\14 STORMWATER POLLUTION PREVENTION PLAN.dwgLaTorre, Haylee 3/28/2025 6:08:09 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

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.

PHASE I OF TEMPORARY TRAFFIC CONTROL

PLANS:

LENWOOD LANE, STATION 21+08 TO 22+09:

ROADWAY CLOSURE - MAINTAIN LOCAL TRAFFIC

ACCESS FOR RESIDENTS LOCATED NORTHWEST

OF THE PROJECT SITE TO THE LENWOOD LANE

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\002-07\CAD\Construction\14 STORMWATER POLLUTION PREVENTION PLAN.dwgLaTorre, Haylee 3/28/2025 6:08:10 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

STORMWATER POLLUTION

PREVENTION PLAN

.05

.34

.11

.98 75 .08

.66

.79

21+0022+00

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

W

WWWWWWWWWW

W W

WWW

.0

69.0

.0

71.0

.0

72.0

.0

73.0

.0

74.0

74.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

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 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.

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\14 STORMWATER POLLUTION PREVENTION PLAN.dwgLaTorre, Haylee 3/28/2025 6:08:10 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

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" =3

0'

EROSION CONTROL PLAN

DRAINAGE

ESMT.

LINE

(TYP.)

SURVEY

R/W

LINE

(TYP.)

INSTALL 36 LF OF

TURBIDITY BARRIER

INSTALL 44 LF OF

TURBIDITY BARRIER

INSTALL 94 LF

OF SILT FENCE

INSTALL 104 LF

OF SILT FENCE

INSTALL 98 LF OF SILT FENCE

INSTALL 94 LF

OF SILT FENCE

20+00

21+00

22+00

23+00

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\15 TEMPORARY TRAFFIC CONTROL PLANS.dwgLaTorre, Haylee 3/28/2025 6:08:37 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

N

1"

TEMPORARY TRAFFIC CONTROL

PLANS

S-1

BEGIN PROJECT

SURVEY STA. 21+08.78

END PROJECT

SURVEY STA. 22+09.07

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 WHEN POSSIBLE. THROUGH TRAFFIC MUST BE ALLOWED TO PASS AT ALL

TIMES.

· NO LANE CLOSURE RESTRICTIONS WILL BE ALLOWED AFTER WORK HOURS, WHICH ARE BETWEEN 9 AM AND 4 PM.

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

· UTILIZE STANDARD PLAN INDEX 102-600 AND THE APPLICABLE STANDARD PLANS IN THE 102-6XX SERIES 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. CONTRACTOR MAY ELECT TO USE LOW PROFILE BARRIERS (PER FDOT SP INDEX 102-120) DURING ACTIVE CONSTRUCTION WORK HOURS.

SHOULDER WORK LESS THAN 2' FROM THE TRAVELED WAY

(WORK ON THE SHOULDER FDOT INDEX 102-602)

LANE CLOSURE USING FLAGGERS (FDOT SP INDEXES 102-603

AND 102-606). LANE CLOSURES ARE TO BE PHASED (SEE MOT

PHASING PLAN) TO MAINTAIN TWO LANES OF TRAFFIC AT ALL

TIMES. SEE TTC NOTES (THIS SHEET).

LENWOOD LANE

S-2

TWO-LANE ROADWAY, WORK BEYOND THE SHOULDER

FDOT SP INDEX 102-601 (TYP.)

100' DRAINAGE EASEMENT

6heet� 1 File� W�?3roMectV?1821027 12026 L(1WOOD DR?C$D?ConVtruction?;R(F?102�606.Sdf 0iVVing or invalid reference

21+00

22+00

23+00

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W

W

W

W

WWWWW

W W

W W

W

W W

W

W

W W

W

W

W

W W W W

W

W W

W

W

W

W

W W

W W

W W

W

WW

W W

W W

W W W

W W

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\002-07\CAD\Construction\16 UTILITY ADJUSTMENTS.dwgLaTorre, Haylee 3/28/2025 6:09:12 PM

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142.452

LENWOOD LN CULVERT REPLACEMENT

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

N

1"

UTILITY ADJUSTMENTS 16

BEGIN PROJECT

SURVEY STA. 21+08.78

END PROJECT

SURVEY STA. 22+09.07

POWER POLE / TO REMAIN

TECO

6" DI WM / TO BE ADJUSTED

HCWRD

1.5" W/FOC / TO REMAIN

FRONTIER

NOTE:

LOCATION OF EXISTING UTILITIES ARE APPROXIMATED FROM MARK-UPS

PROVIDED BY UAOs AND SUE REPORT (MCKIM & CREED, 3/24/22). CONTRACTOR IS TO COORDINATE WITH UAOs AND FIELD-VERIFY LOCATIONS OF POTENTIALLY

IMPACTED UTILITIES, SUCH AS THE 6" WM, PRIOR TO CONSTRUCTION.

6" PVC WM / TO REMAIN

HCWRD

PROP 6" FUSIBLE

PVC WM INSIDE

12" STEEL CASING

1.5" W/FOC / TO BE ADJUSTED

FRONTIER

1.5" W/FOC / TO REMAIN

FRONTIER

WATER MAIN RELOCATION NOTES:

1. NO HEAVY EQUIPMENT IS TO BE PLACED OVER THE EXISTING WATER

MAIN UNTIL THE STABILIZED SUB-GRADE AND BASE ARE BACK COVERING

THE PIPE.

2. THE ENGINEER-OF-RECORD, OR SOMEONE UNDER THEIR SUPERVISION, IS

TO BE ON SITE DURING THE REMOVAL OF 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 PIPE.

3. THE CONTRACTOR SHALL CONTACT TERRY SHIFLETT, SOUTH/CENTRAL

LINE MAINTENANCE BY PHONE AT (813) 298-3943 AT LEAST 2 WEEKS IN

ADVANCE OF PERFORMING ANY WORK NEAR THE EXISTING WATER MAIN.

4. THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES

DEPARTMENT'S UTILITY COORDINATION TEAM BY EMAIL TO

UTILITYCOORDINATION@HCFLGOV.NET AT LEAST 2 WEEKS IN ADVANCE OF

PERFORMING ANY WORK NEAR THE EXISTING WATER MAIN.

5. THE CONTRACTOR WILL NEED TO HAVE MATERIALS ON-SITE TO REPAIR

THE LINES IN THE EVENT OF A WATER MAIN BREAK (PIPES, BLEACH,

CLAMPS, SLEEVES, FITTINGS, ETC.) AND THEY MUST CONTACT THE

COUNTY IMMEDIATELY AT (813) 671-7604.

PROP 6" DIP WM

PROP 6" DIP WM

NORTH CIP

HEAD WALL

SIM

SOUTH CIP

HEAD WALL

STANDARD HOOK DEVELOPMENT

LENGTH

BAR SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

90° STD

HOOK "A"

6"

8"

10"

1'-0"

1'-2"

1'-4"

1'-7"

1'-10"

2'-0"

6"

7"

9"

10"

1'-0"

1'-2"

1'-3"

1'-5"

1'-7"

90° HOOK

BA

R

D

IA

A

180° HOOK

BA

R

D

IA

4 BAR DIA.

OR

2" MIN.

4 BAR DIA. (#3 TO #8 BAR)

5 BAR DIA. (#9 TO #11 BAR)

ld ldh ldh

J

MIN. LAP LENGTH

*SPACING NOT TO BE GREATER THAN 1/5

LAP LENGTH OR 6IN. WHICH EVER IS LESS

180° STD

HOOK "J"

3"

4"

5"

6"

7"

8"

4"

1'-11 4"

1'-23 4"

DEVELOPMENT

LENGTH,

ldh

*FOR STD HOOK BAR GEOMETRY

NOT SHOWN REFER TO MINIMUM ACI

REQUIREMENTS

BAR SIZE

#3

OTHER BARS

#4

#5

#6

#7

#8

#9

#10

#11

TOP BARS

DEVELOPMENT LENGTH, ld

1'-7"

2'-1"

2'-7"

3'-1"

4'-6"

5'-2"

5'-10"

6'-6"

7'-3"

1'-3"

1'-7"

2'-0"

2'-4"

3'-6"

3'-11"

4'-6"

5'-0"

5'-7"

CONCRETE STRENGTH f`c= 4,000 PSI OR GREATER

NOTES:

1. GRADE 60 UNCOATED REINFORCEMENT

2. SPLICE LENGTHS GIVEN ABOVE ARE TO BE USED

UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS.

TOP BARS

LAP LENGTH (CLASS B SPLICE)

2'-0"

2'-8"

3'-4"

4'-0"

5'-10"

6'-8"

7'-6"

8'-6"

9'-6"

1'-7"

2'-0"

2'-7"

3'-1"

4'-6"

5'-2"

5'-10"

6'-6"

7'-3"

OTHER BARS

REBAR MINIMUM TENSION DEVELOPMENT & LAP LENGTHS

MAXIMUM BAR SPACING AT NON-CONTACT LAPS:

BAR SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

CLASS "B"

TENSION LAP

NOTE: ALLOW 48 HOURS BETWEEN

PLACEMENT OF INITIAL CAST AND

SUBSEQUENT CASTS.

INITIAL CAST

T

3" CLEAR

BASIC WALL REINF. AS

SHOWN ON DESIGN

DWGS

CONTINUOUS REINF.

OR LAP AS SHOWN1/2" V-GROOVE JT AT WALLS (

EXPOSED SIDE ONLY)

GENERAL CONDITIONS

1. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND REVIEW ALL FIELD

CONDITIONS THAT MAY AFFECT THE WORK DEPICTED ON THE DRAWINGS. SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE

COMMENCING WITH THE WORK.

2. FOR ALL ITEMS EMBEDDED IN OR PASSING THROUGH CONCRETE, THE CONTRACTOR SHALL REFER TO PROJECT DOCUMENTS FOR TYPE, SIZE, LOCATION, AND SPECIAL INSTALLATION REQUIREMENTS FOR THESE ITEMS.

3. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT EXISTING STRUCTURES FROM DAMAGE WHEN WORKING IN AND AROUND EXISTING STRUCTURES PERFORMING WORK SUCH AS DEMOLITION, FOUNDATION EXCAVATIONS, AND OTHERS.

4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT

DETAIL IS SHOWN.

5. STANDARD/TYPICAL DETAILS APPLY TO ALL SIMILAR SITUATIONS ON THE PROJECT EXCEPT WHERE A DIFFERENT

DETAILS IS SHOWN.

DESIGN CRITERIA

BUILDING CODES AND REFERENCES:

1. 2023 FLORIDA BUILDING CODE, 8th EDITION (FBC)

2. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SIXTH EDITION

3. REINFORCED CONCRETE: ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

4. LIVE LOADS:

- RETAINING WALL SURCHARGE: 250 PSF (VEHICULAR SURCHARGE LOADING)

FOUNDATIONS

ALLOWABLE SOIL BEARING PRESSURE USE FOR DESIGN IS LIMITED TO 2,000 PSF. CLASS 4 FOUNDATION MATERIAL

PER FBC TABLE 1806.2 HAS ASSUMED FOR DESIGN.

CONCRETE (CAST-IN-PLACE)

1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318 & 350

REQUIREMENTS.

2. ALL CONCRETE SHALL BE AIR-ENTRAINED WITH A MINIMUM OF 4,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS

UNLESS OTHERWISE NOTED.

3. MIX DESIGN REQUIREMENTS:

a. PORTLAND CEMENT: TYPE I/II OR TYPE III IN ACCORDANCE WITH ASTM C150.

b. WATER TO CEMENT RATIO : 0.44 MAX

c. FINE AGGREGATE: CLEAN AND NATURAL SAND IN ACCORDANCE WITH ASTM C33

d. COURSE AGGREGATE: #57 STONE IN ACCORDANCE WITH ASTM C33

e. FLY ASH: CLASS F OR CLASS N IN ACCORDANCE WITH ASTM C618, 25 PERCENT MAXIMUM CEMENT

REPLACEMENT

f. AIR ENTRAINMENT: ADMIXTURE SHALL COMPLY WITH ASTM C260 AND SHALL ACHIEVE 3.5 TO 5 PERCENT

AIR-ENTRAINMENT MEASURED PER ASTM C231.

g. WATER REDUCER ADMIXTURE: TYPE A OR TYPE D IN ACCORDANCE WITH ASTM C494.

h. SLUMP RAGE: 3.5 IN TO 5IN

i. ALL ADMIXTURES SHALL BE FURNISHED BY THE SAME MANUFACTURER AND SHALL BE FREE OF CHLORIDES

AND ALKALIS.

4. WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494.

5. ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPRIATE CURING METHOD FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT AS DESCRIBED

BELOW AS SOON AS FINISHING IS COMPLETED OR FORMS ARE REMOVED.

a. WATER CURING: KEEP ENTIRE CONCRETE SURFACE WET BY PONDING, CONTINUOUS SPRINKLING OR

COVER WITH SATURATED BURLAP. MAINTAIN 24 HOURS A DAY.

b. SHEET MATERIAL CURING: COVER ENTIRE SURFACE WITH APPROVED SHEET MATERIAL.

c. LIQUID MEMBRANE CURING: APPLY OVER ENTIRE CONCRETE SURFACE EXCEPT FOR SURFACES TO

RECEIVE ADDITIONAL CONCRETE OR WHERE SEALER OR SURFACE COATINGS ARE TO BE USED. APPLY IN

COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

6. CURING SCHEDULE:

a. STRUCTURAL SLABS AND WALLS: WATER CURE OR SHEET CURE

7. ALL EXPOSED CORNERS SHALL HAVE A MINIMUM CHAMFER OF 3/4" UNLESS OTHERWISE NOTED.

REINFORCING STEEL

1. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS.