353433

28 27

Harn.

Rd ar ne y

Riv er ns

KEY SHEET

SIGNATURE SHEET

SUMMARY OF PAY ITEMS

DRAINAGE MAP

SUMMARY OF DRAINAGE STRUCTURES

PROJECT LAYOUT

PROJECT CONTROL

GENERAL NOTES

PLAN & PROFILE

CROSS SECTIONS

POND & DRAINAGE DETAILS

STORMWATER POLLUTION PREVENTION PLAN

EROSION CONTROL PLAN

SLUICE GATE DETAILS

SOILS SURVEY

SUMMARY OF QUANTITIES

GR-1

SQ-1

KIRBY STREET POND

ROADWAY (ROAD 2)

SECTION 27 TOWNSHIP 28S, RANGE 19E

FISCALYEAR SHEETNO

0.16 0.16

BEGIN PROJECT

(WEST CONST. BL)

STA. 10+00.45

N 1339014.027 E 527302.997

TO

TEMPLE TERRACE

TO

CITY OF TAMPA

Z:\Shared\Projects\Water\5003\001-06\CAD\Re-Configuration\1 KEY SHEET.dwg10:22:43 AM02/20/2026

R

E R

E T28S T29S

R

E R

E

T27S T28S

TO

C

LAIR

-M E L

PUMP STATION STRUCTURAL PLANS

PUMP STATION MECHANICAL PLANS

S1 - S4 M1 - M3

INDEX OF HC DEPT. OF PUBLIC WORKS PS STRUCTURAL,

MECHANICAL, AND ELECTRICAL PLANS

SHEET NO. SHEET DESCRIPTION

END PROJECT

(NORTH CONST. BL)

STA. 23+97.23

N 1339286.362 E 527588.417

ELECTRICAL SCHEMATIC

PUMP STATION ELECTRICAL PLANS

PUMP STATION ELECTRICAL PLANS

PUMP STATION ELECTRICAL PLANS

PUMP STATION ELECTRICAL PLANS

E0.0 E0.1 E1.0 - E1.8 E2.0 E3.0

N

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

HILLSBOROUGH COUNTY

PUBLIC WORKS ADMINISTRATION

ENGINEERING & OPERATIONS DEPARTMENT

CONTRACT PLANS

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

CIP #46144001

LOCATION OF PROJECT

THE BOARD OF COUNTY COMMISSIONERS

PLANS PREPARED BY:

PURCHASE ORDER NO: 220215397

WORK ORDER NO: PWPDD20200019R2

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

P.E. NO.: 61732

CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY HAVE

NTS

LOCATION MAP

LENGTH OF PROJECT

DESCRIPTION LIN. FT. MILES

0.16835

BRIDGES

NET LENGTH OF PROJECT

EXCEPTIONS

GROSS LENGTH OF PROJECT

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

CONTRACT PLANS COMPONENTS:

ROADWAY PLANS

PUMP STATION PLANS

INDEX OF ROADWAY 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

The project will follow the Stormwater Technical Specifications, Appendix B - Standard Drawings and Specifications (Stantec).

This project will require ERP permit under Rule 62-330.451, F.A.C., General Permit to Counties, Municipalities and other Agencies to Conduct Stormwater Retrofit Activities.

GOVERNING STANDARD SPECIFICATIONS:

REVISIONS

DATE BY DESCRIPTION

CIP NO.

Hillsborough County Public Works Standard Specifications for Construction OCTOBER 2021

MARK J. FLINT, P.E., NO. 38627

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

(813) 641-1200

2646144001 and Specification 333003: Stormwater Pumping Station

KEN HAGAN CHAIR

CHRISTINE MILLER VICE-CHAIR

GWEN MYERS CHAPLAIN

CHRIS BOLES COMMISSIONER

DONNA CAMERON-CEPEDA COMMISSIONER

HARRY COHEN COMMISSIONER

JOSHUA WOSTAL COMMISSIONER

BEGIN PROJECT

(NORTH CONST. BL)

STA. 20+00.00

N 1339414.330 E 527191.887

END PROJECT

(WEST CONST. BL)

STA. 14+38.15

N 1339452.755 E 527208.849

LAST UPDATE: 04/10/2026

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

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

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-06\CAD\Re-Configuration\2 SIGNATURE SHEET.dwgNisha Bhatta 11/5/2025 11:08:58 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

SIGNATURE SHEET 2

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

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./WATERMARK ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

MARK J. FLINT, P.E. NO. 38627

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

ACCORDANCE WITH RULE 61G16-2.005‚ F.A.C

SHEET NO. SHEET DESCRIPTION

SIGNATURE SHEET

SOILS SURVEY

GR-1

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

JE

ANNE A. BERG

FLORIDA

50699

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.

ANTICUS ENGINEERING, LLC

P.O. BOX 921

RIVERVIEW, FL 33568

JEANNE A. BERG, P.E. NO. 50699

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

FLORIDA

61732

HA

YL

EE C. LATORRE

KEY SHEET

SIGNATURE SHEET

SUMMARY OF PAY ITEMS

DRAINAGE MAP

SUMMARY OF DRAINAGE STRUCTURES

PROJECT LAYOUT

PROJECT CONTROL

GENERAL NOTES

PLAN & PROFILE

CROSS SECTIONS

POND & DRAINAGE DETAILS

STORMWATER POLLUTION PREVENTION PLAN

EROSION CONTROL PLAN

SLUICE GATE DETAILS

SOILS SURVEY

SUMMARY OF QUANTITIES

GR-1

SQ-1

Z:\Shared\Projects\Water\5003\001-06\CAD\Re-Configuration\3 SUMMARY OF PAY ITEMS.dwgNisha Bhatta 3/5/2026 11:48:19 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

SUMMARY OF PAY ITEMS 3

SUMMARY OF PAY ITEMS NOTES:

THE PAY ITEM DESCRIPTIONS ARE FROM THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND BASIS OF ESTIMATES (BOE) MANUAL.

1. NPI PUMPING STATION - DRAINAGE INCLUDES THE COSTS FOR THE PUMPS, POWER, INTERNAL PIPING, FITTINGS, AND CONTROL PANEL/SCADA SYSTEM ASSOCIATED WITH THE STATION. IN ADDITION, THE COST FOR THE CONCRETE WETWELL STRUCTURE (WITH THE APPROPRIATE

COATING SYSTEM AND DELIVERY TO THE SITE) IS INCLUDED IN THIS PAY ITEM.

2. METER ASSEMBLY SHALL BE PROVIDED BY THE CONTRACTOR/COUNTY UNDER PAY ITEM 639-1-122 (ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR).

3. NPI SLUICE GATE, 30" (W/ ELECTRIC OPERATOR) INCLUDES THE GATE ASSEMBLY, TESTING, AND STARTUP. FLOATS OR PRESSURE TRANSDUCERS, ELECTRICAL AND CONTROLS WILL BE BY OTHERS.

4. NPI PUMP STATION - DRAINAGE (DEMOLISH EXISTING PUMP STATIONS, HOUSING, PIPES, BOLLARDS, VALVE, AND CONTROL PANEL) IS TO BE USED TO REMOVE THE EXISTING PUMP STATION ON THE NORTHEAST CORNER OF POND, INCLUDING THE REMOVAL OF THE FLOATS WITHIN

THE POND BOTTOM

W:\Projects\1720015 KIRBY STREET PUMP STATION #08 REHAB DESIGN\CAD\Re-Configuration\4 DRAINAGE MAP.dwgAhmed, Jubayer (Jay) 7/11/2024 10:38:12 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

DRAINAGE MAP 4

N

1"

DRAINAGE MAP NOTES:

1. EXISTING PUMP STATION IS NOT REFLECTED ON THE EXISTING OR UPDATED SWMM

CATCHMENT AREA IS BASED ON THE HILLSBOROUGH RIVER WATERSHED MASTER

PLAN, BASIN ID NO. 600470.

2. TOTAL POND BOTTOM AREA IS APPROXIMATELY 2.37 ACRES (103,301 SF).

3. THE REQUIRED PUMPING FLOW OF THE EXISTING PUMP STATION RANGES BETWEEN

700-2,400 GPM BASED ON HISTORICAL DESIGN AND OPERATION RECORDS.

KIRBY STREET PUMP STATION AND POND STORM WATER MANAGEMENT MODEL

NTS

EXIST. CONDITIONS

DRAINAGE MAP

TOTAL CATCHMENT AREA (84.3 ACRES)

PROJECT AREA

STORMWATER

POND

LEGEND

PIPE FLOW

OVERLAND FLOW

ROADWAY ASPHALT

S U B _S

T

K

IR

B Y S

T (3

.6 A

C

S U B _S

T

K

IR

B Y S

T (4 .4 A

C

S U B _S

T

K

IR

B Y S

T (5 .2 A

C

S U B

D O R E E N

(5 .3 A

C

SUB6004702

WHITTIER

(9.7 AC)

SUB_ST105

WRENWOOD

(9.1 AC)

SUB_ST104

53RD

(41.6 AC)

EXIST. PUMP

STATION

DISCHARGE TO

HILLSBOROUGH RIVER (TYP.)

E KIRBY ST

N W

H

IT

TI

E R S

T N W

H

IT

TI

E R S

T

N

2N D S

T

GA

R R

IS

ON

S

T

N

3R D S

T

P

IN

E H

IL

L

D R

WRENWOOD CIR

D

OR

E E N S

T

WRENWOOD CIR

NANCY ST

N

3R D S

T

WOODFIELD DR

HAMILTON ST

S H

AR

ON

D

R

P

IN

E H

IL

L

D R

P

IT

C H P

IN

E C

IR

C

OR

P

OR

AT

E S

QU

AR

E

N

6T H S

T

EXIST.

INLET

Z:\Shared\Projects\Water\5003\001-06\CAD\Re-Configuration\5 SUMMARY OF DRAINAGE STRUCTURES.dwgNisha Bhatta 2/20/2026 4:13:36 PM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

SUMMARY OF DRAINAGE

STRUCTURES

INV 15" CMP

ELEV=29.86

INV 15" CMP

ELEV=29.66

INV 15" CMP

ELEV=28.20

INV 37"X25" CMP

ELEV=25.38

.2

.2

31.3

.6

.5

.66

.4

.38

.36

.6

.7

.35

.44

.3 31

.5

.9

.5

.4

.6

.4

.1

.8

.8

.4

.0

.6

.7 32

.8

.5

.3

.034

.0

.0

.4

.5

.6

.132

.1

.2

.7 23

.2

.2 23 .8

.8

.5

.5

.7

.1

.6

22.925 .6

.9

.9

.324

.1

.0

INV 12" PVC

ELEV=20.87

INV ECMP

ELEV=27.81GTI TOP

ELEV=30.70

INV 12" RCP

ELEV=29.67

INV 15" CMP

ELEV=29.24

.4

.330

.7

.4

.9 32 .2

.5

.4

.03

.9

.4 31

.7

.16

.38

.2

.9

.3

.2

.330

.6

.8 INV 15" CMP

ELEV=27.11

.8

.7

.6

INV 15" CMP

ELEV=25.58

.6

.1

.7

.0

.6

.3

.2

W

INV 15" CMP

ELEV=28.17

INV 15" CMP

ELEV=28.28

.97

.2

.9

.1

.1

.3

.3

.6

.0

.3

.3

.3

.6 23

.2

.9

.2

.1

.5

.6

.3

.9

.9

.5

.3

.0

.9

.3

.0

.4

.1

.7

.3

.9

.5

.0

.7

N: 1339430.02 E: 527348.35

EL: 31.08

SCIR

N: 1339428.15

E: 527556.36

EL: 32.14

SCIR

CONCRETE BUILDING

FFE = 33.16

RIGHT-OF-WAY PER PLAT

RIGHT-OF-WAY PER PLAT

RIGHT-OF-WAY

PER DEED

EXCEPTION

KIRBY STREET

(RIGHT-OF-WAY VARIES)

ASPHALT

RIGHT-OF-WAY

PER DEED

EXCEPTION

ASPHALT

6' CHAIN LINK FENCE

TOP OF BANK

TOE OF SLOPE

POND

6' CHAIN LINK FENCE

6' C

H

AI

N L

IN

K

FE

N

C E

TO

E

O F

SL

O

PE

TO

P

O F

BA

N

K

6' C

H

AI

N L

IN

K

FE

N

C E

TO

E

O F

SL

O

PE

TO

P

O F

BA

N

K

TOP OF BANK

TOE OF SLOPE

BROKEN

CONCRETE

BROKEN

CONCRETE

RIP-RAP

RIP-RAP

SWALE

FOLIO

038444.0000

FOLIO

038444.0010

FOLIO

038444.0020

WOODFIELD HEIGHTS UNIT NO. 2

PLAT BOOK 41, PAGE 98

W O

O D

FI

EL

D H

EI

G

H

TS

U N

IT

N

O . 3

PL

AT

B O

O K

, P

AG

E

FOLIO 03855525

- D

EE

D

ED

T O

A D

JO

IN

IN

G

PR

O

PE

R

TY

O

W N

ER

S

TOP 12" CAPPED CMP

ELEV=34.16

.7

.6

.3

.6

INV 20"X15" CMP (FILLED IN)

ELEV=28.53

.7

.6

.4

.2

INV 30" RCP

ELEV=21.39

INV-24"CMP

ELEV=24.50 INV 15" CMP

ELEV=22.34

29.6

.6

.6

.7

.7

20+00 21+00 22+00 23+00 24+00 E

BTBTBTBTBTBTBTBTBTBT

BT

INV 15" CMP

ELEV=25.58

.6

.1

.6

.3

.2

.1

.1

BROKEN

CONCRETE

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-06\CAD\Re-Configuration\6 PROJECT LAYOUT.dwgNisha Bhatta 4/10/2026 10:23:04 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

N

1"

0'

N

PROP. 6"x6"x120"

CONCRETE POST (TYP.)

STORMWATER POND (HC OWNED)

25-YR/24-HR: 29.83'

100-YR/24-HR: 30.05'

TOB EL. VARIES FROM 29.6' TO 31.0'

MAXIMUM POND BOTTOM EL. 21.0'

SEASONAL HIGH-WATER EL. 22.9'

PROP. 2" PVC

ELECTRICAL CONDUIT

PROP. CONTROL PANEL

PROP. MAIN

DISCONNECT

PROP. WETWELL

PROP.

ALARM/HORN

AREA LIGHT

(TYP.)

JUNCTION

BOX (TYP.)

ELECTRICAL CONTROL SITE PLAN

(N.T.S)

EXIST. GRATE INLET

AT N. WHITTIER ST.

R2 0' R20'

R2 0'R20'

20.1'

PROP. (2) 20'

SLIDING GATE PROP. CONC. DRIVEWAY (TYP.)

PROP. FDOT TYPE B FENCE

EXIST. 15" CMP

EXIST. 12" PVC

PUMP INTAKE PIPE

INV. EL. 20.87'

(TO BE REMOVED)

EXIST. TOE OF

SLOPE (TOE)

EXIST. TOP OF

BANK (TOB)

PROP. BOLLARD (TYP.) SPACE 5' O.C.

(REFER TO HC WATER EXHIBIT

(EXHIBIT NO. W-1A) FOR DETAILS)

PROJECT LAYOUT 6

EXIST. RIP-RAP

(TYP.)

EXIST. 15" CMP

INV. EL. 22.34'

EXIST. 24" CMP

INV. EL. 24.50'

EXIST. 15" CMP

INV. EL. 25.58'

(TO BE EXTENDED)

EXIST. 15" CMP

INV. EL. 27.11'

EXIST. 15" CMP

INV. EL. 28.20'

EXIST. 37" x 25" CMP

INV. EL. 25.38'

EXIST. 6"

PVC WM

UTILITY METER POST

EXIST. RIP-RAP (TYP.)

EXIST. SAND-CEMENT RIP-RAP

(TO REMAIN)

DEMOLISH EXIST. BUILDING/HOUSING UNIT,

PUMPS, INLET PIPING, ELECTRICAL

EQUIPMENT, DISCHARGE PIPING, CONCRETE

BOLLARD, AND EMERGENCY VALVE AND

PIPING

EXIST. JUNCTION BOX

(TO BE REMOVED)

APPROX. LOCATION OF

PUMP FLOATS INSIDE

POND (TO BE REMOVED)

EXIST. 10" PVC FM. CONNECTED

TO EXIST. INLET @ N. 56TH ST

(INV. ELEV. 32.40')

EXIST. 4" GALVANIZED WM

(OUT OF SERVICE)

PROP. ELECTRICAL POLE, OVERHEAD

TRANSFORMER, AND ELECTRIC HANDHOLE

(TO BE PROVIDED BY TECO PRIOR TO

CONSTRUCTION)

BEGIN OF WEST CONST.

STA. 10+00.00

END OF WEST CONST.

STA. 14+74.70

TIE PROP. FENCE TO EXIST. FENCE

PROP. 10" PVC FM

PROP. 30" WAPRO SPM-P-TG (OR EQUIV. EQUAL)

SLUICE GATE W/ 1 PRESSURE TRANSDUCER.

RESTRICT WATER (GATE CLOSE) AT EL. 26.00'

OPEN GATE AT EL. 24.00'

28.5

HP

PROP. 28 LF OF SWALE2 ℄

@1.5% SLOPE

(SEE DETAILS ON SHEET 11)

27.1

LP

PROP. 97 LF OF SWALE1 ℄

@2.0% SLOPE

(SEE DETAILS ON SHEET 11)

29.0

HP

PROP. MES

INV. EL. 20.70'

SUE TEST

HOLE 1

S-1

S-2

MATCH EXIST.

POND GRADE

30.75 D/W

31.75

CONC

31.11

CONC

32.00

CONC

31.35

CONC

31.00 D/W32.00

CONC

S-3

PROP. MES

INV. EL. 20.70'

WEST CONST.

(WEST FENCE LINE)

WEST STA. 13+99.71 = NORTH STA. 20+00.00

(BEGIN OF NORTH CONST. )

NORTH CONST.

(NORTH PROPERTY BOUNDARY)

END OF NORTH CONST.

STA. 24+00.00

CONNECT NEW FM TO

EXIST. 10" PVC FM

PROP. 3-PHASE

UNDERGROUND ELECTRIC

SERVICE (FROM METER)

LEGEND

STRUCTURE ID NO.

TREES TO BE REMOVED

S-#

PROP. 40 LF OF SWALE2 ℄

@2.5% SLOPE

(SEE DETAILS ON SHEET 11)

APPROX. LOCATION OF

EXIST. 22" TREE (EST.)

(TO BE REMOVED)

EXIST. 20" TREE (TO BE REMOVED)

EXIST. 17" TREE (TO BE REMOVED)

UNDERGROUND 2"

PVC ELECTRIC

UNDERGROUND ELECREIC

TO SLIDE GATE

31 LF OF 12" SPLIT STEEL CASING

SEE ELECTRICAL CONTROL SITE

PLAN ON THIS SHEET

EX. 15" CMP TO BE DEMOLISHED

EXIST. WATER METER BOX AND BACKFLOW PREVENTER)

N: 1339430.02 E: 527348.35

EL: 31.08

SCIR

N: 1339428.15

E: 527556.36

EL: 32.14

SCIR

20+00 21+00 22+00 23+00 24+00

HORIZONTAL AND VERTICAL CONTROL

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

C-1 13+50.46 418.74 Lt 31.08 BENCHMARK/CONTROL POINT 1339430.020 527348.350 N36° 21' 37.5" W78° 21' 11.7' 1

C-2 15+58.47 418.15 LT 32.14 BENCHMARK/CONTROL POINT 1339428.150 527556.360 N36° 21' 21.7" W78° 21' 03.39' 1

C-3 15+93.72 426.92 LT NOT LABELED IRON ROD FOUND 1339436.694 527591.669 N36° 21' 37.4" W78° 21' 01.96" 1

C-4 15+96.35 477.35 LT NOT LABELED IRON ROD FOUND 1339487.113 527594.598 N36° 21' 39.08" W78° 21' 01.77" 1

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

W:\Projects\1720015 KIRBY STREET PUMP STATION #08 REHAB DESIGN\CAD\Re-Configuration\7 PROJECT CONTROL.dwgAhmed, Jubayer (Jay) 7/11/2024 10:41:17 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

N C-2C-1

BEGIN OF WEST CONST.

STA. 10+00.00

BEGIN PROJECT

(BASED ON WEST CONST. )

STA. 10+00.45

OFF. 113.66 (RT)

PROJECT CONTROL POINTS

CONST. FOR KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

NOT TO SCALE

PROJECT CONTROL NOTES

1. THE BEARINGS, COORDINATES AND DISTANCES

SHOWN HEREON ARE GRID COORDINATES AND ARE

BASED ON THE FLORIDA WEST ZONE TRANSVERSE

MERCATOR STATE PLANE COORDINATE SYSTEM

NAD83 (2011 ADJUSTMENT).

2. ELEVATIONS SHOWN HEREON ARE EXPRESSED IN US

SURVEY FEET AND WERE DERIVED FROM

HILLSBOROUGH COUNTY BENCHMARK "VA-7833,"

NORTH AMERICAN VERTICAL DATUM 1988 (N.A.V.D.

88), ELEVATION = 39.13.

C-3

C-4

LEGEND

BENCHMARK/CONTROL POINT

IRON ROD FOUND

PROJECT CONTROL 7

END PROJECT

(BASED ON NORTH CONST. )

STA. 23+97.23

OFF. 125.79 (RT)

OF CONSTRUCTION

(WEST FENCE LINE)

END OF WEST CONST.

STA. 14+74.70

OF CONSTRUCTION

(NORTH PROPERTY BOUNDARY)

END OF NORTH CONST.

STA. 24+00.00

BEGIN OF NORTH CONST.

STA. 20+00.00

BEGIN PROJECT

(BASED ON NORTH CONST. )

STA. 20+00.00

OFF. 4.22 (RT)

END PROJECT

(BASED ON WEST CONST. )

STA. 14+38.15

OFF. 15.85 (RT)

W

LEGEND:

BACKFLOW PREVENTER

BENCHMARK (CAPPED IRON ROD SET LB 5122)

BOLLARD

CLEANOUT

CONCRETE POLE

FIRE HYDRANT

GRATE TOP INLET (GTI)

IRON PIPE FOUND

PALM TREE

TELEPHONE PEDESTAL

WATER VALVE

WATER VAULT

WOOD POWER POLE

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-06\CAD\Re-Configuration\8 GENERAL NOTES.dwgNisha Bhatta 3/27/2026 11:10:47 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

GENERAL NOTES 8

GENERAL NOTES

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:

UTILITY AGENCY/OWNER CONTACT ADDRESS OF CONTACT TELEPHONE NUMBER

SPECTURM/CHARTER JORGE RIVERA 4145 S. FALKENBURG RD, RIVERVIEW, FL 33578 813-917-5473 FRONTIER COMMUNICATIONS KRAIVUTH CHOEYKRAJANG 3712 W. WALNUT ST., TAMPA, FL 33607 813-877-7480

HCWRD LISA MURRIN, PE 925 E. TWIGGS ST., TAMPA, FL 33602 813-209-3044

TECO ENERGY HEATHER LOVETT 2200 S SLIGH AVE, TAMPA, FL 33610 813-275-3433

4. COORDINATE CONSTRUCTION SCHEDULING WITH UTILITY AGENCY/OWNER’S. MEET WITH UAO’S PRIOR TO THE PRE-CONSTRUCTION

CONFERENCE TO ADJUST THEIR SCHEDULES TO COINCIDE WITH THE CONSTRUCTION SCHEDULE.

5. 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 REMAIN UNLESS SHOWN ON THE PLANS AS TO BE

REMOVED.

14. 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 B A CERTIFIED ARBORIST AND COMPLY WITH ANSI A-300 STANDARDS AND BEST PRACTICES. ALL EXPENSED FOR THIS WORK WILL BE

INCLUDED IN THE BID PRICE FOR ITEM #110-22 TREE ROOT AND BRANCH PRUNING.

15. 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.

16. 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

17. ALL STATION AND OFFSET REFERENCES ARE TO BASELINE OF CONSTRUCTION, UNLESS OTHERWISE NOTED.

18. 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

19. HCWRD INFRASTRUCTURE MAINTENANCE DEPARTMENT (IMD) MUST BE CONTACTED AT LEAST A WEEK IN ADVANCE OF THE INSTALLATION OF SPLIT STEEL CASING TO ENSURE A MEMBER OF THE DEPARTMENT IS PRESENT DURING THE WORK.

SURVEYOR'S 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. THE BEARINGS, COORDINATES AND DISTANCES SHOWN HEREON ARE GRID COORDINATES AND ARE

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 "VA-7833," NORTH AMERICAN VERTICAL DATUM 1988 (N.A.V.D. 88), ELEVATION = 39.13.

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

8. THIS SURVEY WAS REVISED ON JULY 2, 2019, TO REFLECT ADDITIONAL PIPES FOUND ON SITE.

9. THE LAST DAY OF FIELD WORK WAS OCTOBER 30, 2020.

10. THIS SURVEY WAS REVISED ON NOVEMBER 3, 2020, TO ADD ADDITIONAL TOE OF SLOPE SHOTS.

ABBREVIATIONS:

CMP = CORRUGATED METAL PIPE

FFE = FINISHED FLOOR ELEVATION

PVC = POLYVINYL CHLORIDE

RCP = REINFORCED CONCRETE PIPE

SURVEY LEGEND AND ABBREVIATIONS:

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

CO

10+00 11+00 12+00 13+00 14+00

29.6

29.6

29.6

21 20.7 20.7

E

B T

B T

B T

B T

B T

B T

B T

INV 12" RCP

ELEV=29.67

.4

.9

.5

.03

.9

.4

.7

.16

.830

.723 .6

INV 15" CMP

ELEV=25.58

.6

.1

.7

.0

.6

.3

.2

W

INV 15" CMP

ELEV=28.17

INV 15" CMP

ELEV=28.28 31

.97

.2

.9

.1

.131

.3

.3

.623

.0

.3

.329

.3

.6

.2

.9

.2

.127

.5

.6

.327

.9

.9

.5

.3

.0

.4 23 .1

.7

.3

.9

.5

.0

.7

R

IG

H T-O

F-W

AY PER

PLAT

ASPH

ALT

6' CHAIN LINK FENCE

TOE OF SLOPE

TOP OF BANK

BR

O

KEN

C

O N

C R

ETE

R

IP-R

AP

WOODFIELD HEIGHTS UNIT NO. 3

PLAT BOOK 42, PAGE 52

25'+- DEEDED TO ADJOINING

PROPERTY OWNERS

.7

.7

.2

INV 30" RCP

ELEV=21.39

INV-24"CMP

ELEV=24.50

INV 15" CMP

ELEV=22.34

A10 A10

B10 B10

C10 C10

D10 D10

E10 E10

F

F

VPI STA. +58.32

Elev. = 27.6

VPI STA. +35.36

Elev. = 32.1

VPI STA. +44.96

Elev. = 31.7

VPI STA. +68.97

Elev. = 31.7

VPI STA. +97.58

Elev. = 32.3

VPI STA. +29.62

Elev. = 27.5

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-06\CAD\Re-Configuration\9 PLAN & PROFILE.dwgNisha Bhatta 4/10/2026 10:23:23 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

PROP. TOS

EXIST. TOS

EXIST. 30" RCP

(FROM N. WHITTIER ST.)

PROP. 277 LF OF

30" RCP SD

PLAN & PROFILE 9

DRAINAGE STRUCTURES TABLE

S-1

STA 10+58.32 (5.08' RT)

TYPE D DBI (MODIFIED)

STANDARD PLAN 425-052

TOP EL 27.60'

12" WEIR INV. EL. 27.10' (N,S)

INV. EL 21.53' (W) (30" EXIST.)

INV. EL 21.43' (N) (30" PROP.)

S-2

STA. 13+35.36 (11.66' RT)

TYPE J-7 MANHOLE W/ 8' BOTTOM

STANDARD PLAN 425-001

TOP EL. 32.10'

INV. EL. 20.80' (S)

INV. EL. 20.80' (SE)

INV. EL. 21.55' (NE)

S-3

STA. 13+95.59 (17.23' RT)

TYPE J-7 MANHOLE W/ 4' BOTTOM

STANDARD PLAN 425-001

TOP EL. 32.30'

INV. EL. 27.50' (NW)

INV. EL. 27.40' (SE)

S-2

PROP. TYPE 7 MANHOLE W/ 8' J-BOTTOM

SLUICE GATE

PROP. 40 LF OF 30'' RCP SD

PLAN

PROFILE

PROP. 24 LF

OF 18'' RCP

EXIST. 15'' CMP &

BROKEN CONCRETE

(TO BE REMOVED)

EXIST.

6'' WM

PROP. PUMP STATION

TOP. EL. 31.70'

INV. EL. 21.50' (SW)

277 LF OF 30" RCP @ 0.23% SLOPE

24 LF OF 18" RCP

@ 0.21% SLOPE

SCALE

1" = 30' Horizontal 1" = 5' Vertical10+00

EXIST. GRADE

ABOVE PIPE

PROP. GRADE

ABOVE PIPE

EXIST.

15'' CMP

EXIST.

15'' CMP

EXIST. SAND-CEMENT

RIP-RAP (TO REMAIN)

MATCH EXIST. GRADE

11+00 12+00 13+00 14+00

S-1

S-2

20.0

PROP. 352 LF OF 10'' PVC FM

(CONNECT TO EXIST. 10'' PVC

FM)

N

1" = 30'

WEST CONST.

(WEST FENCE LINE)

PROP. 8' DIA.

WETWELL

S-1

PROP. TYPE D (MODIFIED) INLET

W/ WEIR SLOTS

18.5

22.5

25.0

27.5

30.0

32.5

35.0

37.5

PROP. 10" PVC FM

S-3

PROP. TYPE

7 MANHOLE

W/ 4'

J-BOTTOM

PROP. MES

INV. EL. 20.70'

8'x3' RIP-RAP W/ 1.5' THICKNESS & 1'

BEDDING PER FDOT SEC. 530-2.2.2 RUBBLE

(DITCH LINING PROTECTION) REQ.

PROP. MES

INV. EL. 20.70'

7'x3' RIP-RAP W/ 1.5' THICKNESS & 1'

BEDDING PER FDOT SEC. 530-2.2.2 RUBBLE

(DITCH LINING PROTECTION) REQ.

PROP. 79 LF

OF 18" RCP

EXIST. 20 LF OF 15"

CMP (TO REMAIN)

40 LF OF 30" RCP @

0.25% SLOPE

EXIST. WATER

VALVE BOX

EXIST.

BACKFLOW

PREVENTER

MIN. 3'

MATCH TO

SWALE1 ℄

GRADE

1.5%

REMOVE 42 LF OF

EXIST. 30" RCP

1.7%4.0%

PROP. 6" X 10"

INCREASER

(BELOW GRADE)

PROP. 6" x 10"

INCREASER

PROFILE NOTES:

1. ABOVEGROUND STATION PIPE (6" DIA.) IS GENERICALLY

ILLUSTRATED FOR REFERENCE.

2. S-3 AND 18" RCP DISCHARGE PIPING IS NOT SHOWN FOR CLARITY.

31 LF OF 12"

SPLIT STEEL

CASING

0 10 20 30 40 50 60 70 8001020

11.3% 22.1

20.4

1%

6.2%

0 10 20 30 40 50 60 70 8001020

12% 6.2%9%

0 10 20 30 40 50 60 70 8001020

5.4%

0 10 20 30 40 50 60 70 8001020

5.4%

0 10 20 30 40 50 60 70 8001020

0.50%1.7%0.1% 2.7%

0 10 20 30 40 5001020304050

0.91% 4.5%

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-06\CAD\Re-Configuration\10 CROSS SECTION.dwgNisha Bhatta 3/27/2026 9:55:20 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

CROSS SECTIONS 10

CROSS SECTION

PROP. 18" RCP

NWL/SHWT

EL. 22.90

6" THICK

CONCRETE

DRIVEWAY

NORTH CONST. / PROP.

FENCE AND SLIDING GATE

PROP 10"

PVC FM

MATCH TOB EL. 31.0

EXIST. GRADE

EXIST. 6" PVC WM (DEPTH EST. FROM

SUE TEST LOCATION)

ENCASE IN 12" SPLIT STEEL CASING

EXTEND 5' ON EITHER SIDE OF THE

ACCESS ROAD

MATCH EXIST.

POND BOTTOM GRADE

STA 10+58.32

WEST CONST.

1" = 20' HORIZ

1" = 10' VERT

PROP 1:2.5

POND SLOPE

REMOVE 68 LF OF

EXIST. 30" RCPEXIST. 30" RCP

TO REMAIN AND

CONNECT TO S-1

EL. 29.6

CONNECTED TO

EXIST. CURB

INLET ON

WHITTIER ST

EST. EXIST.

GRADE

PROP. 30" RCP @0.23%

SLOPE (CONNECT TO S-2)

S-1

TOB EL. 29.0

SLOPE SWALEMATCH EXIST.

GRADE

17'

5.2' 11.8'

1'

STA 11+50.00

WEST CONST.

1" = 20' HORIZ

1" = 10' VERT

MATCH EXIST.

POND BOTTOM GRADE

PROP 1:2.5

POND SLOPE

30" RCP (S-1 TO S-2)

TOB EL. 30.0

MATCH EXIST.

GRADE

EST. EXIST.

GRADE

GRADE BREAK

EL AT 22.0'

MATCH EXIST.

POND BOTTOM GRADE

PROP 1:2.5

POND SLOPE

PROP. 30" RCP (S-1

TO S-2)

TOB EL. 29.0

EL. 29.6

MATCH EXIST.

GRADE

EST. EXIST.

GRADE

STA 12+50.00

WEST CONST.

1" = 20' HORIZ

1" = 10' VERT

STA 20+54.74

NORTH CONST.

1" = 20' HORIZ

1" = 10' VERT

STA 13+97.88

WEST CONST.

1" = 20' HORIZ

1" = 10' VERT

STA 13+35.42

WEST CONST.

1" = 20' HORIZ

1" = 10' VERT

1'

NWL/SHWT EL.

22.90

NWL/SHWT EL.

22.90

NWL/SHWT

EL. 22.90

MATCH EXIST.

GRADE

S-2

S-3

PROP. 18" RCP

PROP. 18" RCP

EXIST. 20 LF OF 15" CMP

(TO REMAIN)

TOB EL. 31.0

MATCH EXIST.

GRADE

EXIST. GRADE

EXIST. FENCE (TO BE REPLACED

ALONG KIRBY STREET)

6" THICK

CONCRETE

DRIVEWAY

A

CROSS SECTION B

CROSS SECTION C

CROSS SECTION D

CROSS SECTION E

CROSS SECTION F

5.

2'

6.

5'

EL. 30.0

MIN. 3.0'

KIRBY

ST. ROW

WEST CONST. /EXIST.

FENCE (TO BE REMOVED

& REPLACED)

WEST CONST. /EXIST.

FENCE (TO BE REMOVED

& REPLACED)

WEST CONST. /EXIST.

FENCE (TO BE REMOVED

& REPLACED)

WEST CONST. /EXIST.

FENCE (TO BE REMOVED

& REPLACED)

WEST CONST. /EXIST.

FENCE (TO BE REMOVED

& REPLACED)

MATCH EXIST.

GRADE

EL. 29.0

MATCH EXIST. POND

BOTTOM GRADE

PROP 1:2.5

POND SLOPE

100-YR = 30.01

50-YR = 29.94

25-YR = 29.80

10-YR = 29.73

5-YR = 29.65

2.33-YR = 28.62

100-YR = 30.01

50-YR = 29.94

25-YR = 29.80

10-YR = 29.73

5-YR = 29.65

2.33-YR = 28.62

100-YR = 30.01

50-YR = 29.94

25-YR = 29.80

10-YR = 29.73

5-YR = 29.65

2.33-YR = 28.62

100-YR = 30.01

50-YR = 29.94

25-YR = 29.80

10-YR = 29.73

5-YR = 29.65

2.33-YR = 28.62

REMOVE REMAINING 52

LF OF EXIST. 15" CMP

6.

7'3 M

IN

W:\Projects\1720015 KIRBY STREET PUMP STATION #08 REHAB DESIGN\CAD\Re-Configuration\11 POND & DRAINAGE DETAILS.dwgAhmed, Jubayer (Jay) 7/11/2024 11:03:20 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

POND & DRAINAGE DETAILS 11

SWALE VARIES

MIN 0.3' DEEP

VARIES (4 MAX)

VARIES (4 MAX)

STORMWATER SWALE 1 SECTION (STA. 10+61.05 - STA. 11+58.22)

N.T.S.

2'- 4.7'

1' 5.5'- 11.3'

EXIST. GRADE

MATCH EXIST.

GRADE

TOB ELEV. 29.60'

VARIES

SWALE VARIES

MIN 0.2' DEEP

VARIES (4 MAX)

VARIES (4 MAX)

STORMWATER SWALE 2 SECTION (STA. 10+05.07 - STA. 10+55.55)

N.T.S.

4.4'- 14'

1' 5'- 11.3'

EXIST. GRADE

MATCH EXIST.

GRADE

TOB ELEV. 29.60'

VARIES

1.5'- 2.9'

EXIST.

FENCE LINE

ROW

1.4'- 1.5'

EXIST. FENCE

LINE

ROW

N.T.S.

S-1 MODIFIED TYPE D INLET

FDOT STD PLANS INDEX 425-052

PROP. 30" RCP

INV. EL. 21.43'

6" 6"

SECTION B-B

BOTTOM EL.

20.93'

SECTION A-A

EXIST. 30" RCP

INV. EL. 21.53'

TOP

27.60'

TOP

27.60'

EXIST. 30" RCP

INV. EL. 21.53'

GRATE

A A

B

PLAN

B

PROP. 30" RCP

INV. EL. 21.43'

WEIR EL.

27.10'

1'-6" 1'-6"

12"

EXIST. 30" RCP

INV. EL. 21.53'

WEIR SLOTS

INV. EL. 27.10'

W:\Projects\1720015 KIRBY STREET PUMP STATION #08 REHAB DESIGN\CAD\Re-Configuration\12 SWPPP.dwgAhmed, Jubayer (Jay) 7/11/2024 11:04:04 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

STORMWATER POLLUTION

PREVENTION PLAN

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 OF 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 MODIFICATION OF THE KIRBY STREET POND

AND DESIGN A NEW PUMP STATION TO ALLEVIATE FLOODING FROM

HIGHER STORM EVENTS AT DOREEN ST. & N. WHITTIER ST.

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 FOR THE

INSTALLATION OF THE STORMWATER MANAGEMENT SYSTEM.

2. CONSTRUCT NEW PUMPING SYSTEM, DRAINAGE

STRUCTURES, AND CONCRETE DRIVEWAY.

1.C AREA ESTIMATES:

TOTAL SITE (POND) AREA: 3.68 ACRES

TOTAL AREA TO BE DISTURBED: 0.82 ACRES

SOILS DATA: THE RESULTS OF THE SOIL BORINGS ALONG THE

ROADWAY CAN BE REQUESTED AT ANY TIME BUT SOIL SURVEY WAS

NOT INCLUDED IN THESE CONSTRUCTION PLANS. THE RESULTS OF

SOIL BORINGS ILLUSTRATED A DEPTH TO GROUNDWATER IS

APPROXIMATELY 10 FEET. IN GENERAL, THE SOILS ARE CLASSIFIED AS

SAND WITH SILT.

OUTFALL INFORMATION:

THERE IS AN EXISTING PUMP STATION LOCATED ON THE NORTHEAST

CORNER OF THE POND THAT DISCHARGE EAST INTO THE AN INLET

NEAR 56TH STREET VIA A 10" PVC FM. THE DRAINAGE SYSTEM ON

56TH STREET DISCHARGES INTO HILLSBOROUGH RIVER

#1 DESCRIPTION: DRAINAGE CONVEYANCE PIPES AND SURFACE

RUNOFF ARE DIRECTED TO THE TO STORMWATER POND. THERE IS

ONE OUTFALL AND THE RECEIVING WATER BODY IS THE

HILLSBOROUGH RIVER.

LOCATION: LATITIUDE 28° 00' 55” N, LONGITUDE, 82° 24' 41” W.

EST. DRAINAGE AREA SIZE: 84.8 ACRES (CATCHMENT AREA)

RECEIVING WATER NAME: HILLSBOROUGH RIVER

1.E SITE MAP:

THE CONSTRUCTION PLANS ARE BEING USED AS

THE SITE MAPS. THE LOCATION OF THE

REQUIRED INFORMATION IS DESCRIBED BELOW.

THE SHEET NUMBERS FOR THE PLAN SHEETS

REFERENCED ARE IDENTIFIED ON THE KEY SHEET

OF THESE CONSTRUCTION PLANS.

DRAINAGE PATTERNS: THE DRAINAGE BASIN

FLOW DIRECTIONS ARE SHOWN ON THE

DRAINAGE MAP. PIPE FLOWS AND RUNOFF FLOWS

ARE DIRECTED TO THE STORMWATER POND AND

A FINAL OUTFALL TO THE HILLSBOROUGH RIVER.

THE STATION PUMP STORMWATER TO EAST KIRBY

STREET AND EVENTUALLY TO A GRATE INLET ON

NORTH 56TH STREET.

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 (IF NECESSARY). 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.

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 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.

* SEDIMENT CONTAINMENT SYSTEM: THE

PERMANENT STORMWATER PONDS WILL BE TEMPORARILY

MODIFIED ACCORDING TO THE DETAILS IN THE TTC

PLAN.

PERMANENT:

* STORMWATER PONDS.

* SOD.

2.B STORMWATER MANAGEMENT:

THERE ARE EXISTING STORMWATER COLLECTION SYSTEMS

IN THE AREA. THE REHABILITATION WILL IMPROVE THE

FLOOD PROTECTION IN THE AREA BUT DRAINAGE

PATTERN WILL REMAIN THE SAME. THE PROJECT WILL BE

PERMITTED BY THE SOUTHWEST FLORIDA WATER

MANAGEMENT DISTRICT (SWFWMD).

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.

* SWFWMD ERP EXEMPTION

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.

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 HILLSBOROUGH COUNTY ENVIRONMENTAL

PROTECTION COMMISSION (813) 627-2600.

DTOP=26.00

TH

RO

AT

.88

.86 26 .30

.78 TH

RO

AT

.72

D TOP=26.12

GRATE INLET

TOP ELEV=31.87

32.20

32.33 32.86

32.73

GRATE INLET

TOP ELEV=32.26

32.58

32.81KIRBY STREET EAST

(ASPHALT) KIRBY STREET EAST

(ASPHALT)

NO

RT

H W

HI

TT

IE

R

ST

RE

ET

(A

SP

HA

LT

NO

RT

H W

HI

TT

IE

R

ST

RE

ET

(A

SP

HA

LT

EP

EP

EP

EP EP

CURB INLETCURB INLET

INV 15" CMP

ELEV=29.86

INV 15" CMP

ELEV=29.66

INV 15" CMP

ELEV=28.20

INV 37"X25" CMP

ELEV=25.38

.2

.2

31.3

.6

.5

.66

.4

.38

.36

.6

.7

.35

.44

.3 31

.5

.9

.5

.4

.6

.4

.1

.8

.8

.4

.0

.6

.7 32

.8

.5

.3

.034

.0

.0

.4

.5

.6

.132

.1

.2

.7 23

.2

.2 23

.8

.8

.5

.5

.7

.1

.6

22.925 .6

.9

.9

.324

.1

.0

INV 12" PVC

ELEV=20.87

INV 12" RCP

ELEV=29.67

INV 15" CMP

ELEV=29.24

.4

.330

.7

.4

.9 32

.2

.5

.4

.03

.9

.4

.7

.16

.38

.2

.9

.3

.2

.330

.6

.8 INV 15" CMP

ELEV=27.11

.8

.7

.6

INV 15" CMP

ELEV=25.58

.6

.1

.7

.0

.6

.3

.2

W

INV 15" CMP

ELEV=28.17

INV 15" CMP

ELEV=28.28

.97

.2

.9

.1

.1

.3

.3

.6

.0

.3

.3

.3

.6 23

.2

.9

.2

.1

.5

.6

.3

.9

.9

.5

.3

.0

.9

.3

.0

.4

.1

.7

.3

.9

.5

.0

.7

N: 1339430.02 E: 527348.35

EL: 31.08

SCIR

N: 1339428.15

E: 527556.36

EL: 32.14

SCIR

CONCRETE BUILDING

FFE = 33.16

TOP 12" CAPPED CMP

ELEV=34.16

.7

.6

.3

.6

INV 20"X15" CMP (FILLED IN)

ELEV=28.53

.7

.6

.4

.2

INV 30" RCP

ELEV=21.39

INV-24"CMP

ELEV=24.50

INV 15" CMP

ELEV=22.34

29.6

.6

.6

.7

.7

20+00 21+00 22+00 23+00 24+00

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

W:\Projects\1720015 KIRBY STREET PUMP STATION #08 REHAB DESIGN\CAD\Re-Configuration\13 EROSION CONTROL PLAN.dwgAhmed, Jubayer (Jay) 7/11/2024 11:05:19 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

EROSION CONTROL PLAN 13

INSTALL SILT FENCE (TYP.)

STATION BL (WEST FENCE LINE)

STA. 10+00.00

PROP. SOIL PREVENTION TRACKING

DEVICE (15'X48')

STATION BL (WEST FENCE LINE)

STA. 10+00.44

OFF. 113.66 (RT)

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 21+13.90

OFF. 399.70 (RT)

STATION BL (WEST FENCE LINE)

STA. 12+75.53

OFF. 396.55 (RT)

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 23+94.23

OFF. 125.68 (RT)

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 23+71.90

OFF. 3.82 (RT)

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 23+92.31

OFF. 4.03 (RT)

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 23+40.62

OFF. 3.48 (RT)

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 23+20.62

OFF. 3.31 (RT)

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 20+78.42

OFF. 39.08 (LT)

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 20+16.75

OFF. 38.52 (LT)

PROP. INLET PROTECTION

DEVICE

PROP. INLET PROTECTION

DEVICE

S-1

PROP. INLET

PROTECTION DEVICE

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 20+00.00

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 20+86.24

OFF. 24.01 (RT)

STATION BL (WEST PROPERTY FENCE)

STA. 12+75.10

OFF. 374.96 (RT)

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 23+75.64

OFF. 126.02 (RT)

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 21+21.66

OFF. 3.44 (RT)

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 21+21.82

OFF. 39.51 (LT)

N

1"

0'

STATION BL (NORTH PROPERTY BOUNDARY)

STA. 20+21.19

OFF. 399.77 (RT)

EROSION CONTROL/TEMPORARY DEWATERING PLAN

PHASE 1: INSTALL FLOATING TURBIDITY BARRIER AS SHOWN PLAN.

PHASE 2: INSTALL SILT FENCE AROUND POND AS SHOWN.

PHASE 3: INSTALL INLET PROTECTION DEVICE WHERE APPLICABLE AND AS SHOWN.

PHASE 4: SET UP TRAILER MOUNTED DEWATERING PUMP AT LOCATION SHOWN ON

PLAN.

CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE MOST APPROPRIATE

DEWATERING SYSTEM FOR THE PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY

FOR DESIGNING, FURNISHING, INSTALLING, OPERATING, MAINTAINING, AND REMOVING

THE TEMPORARY DEWATERING SYSTEM TO CONTROL WATER LEVELS DURING

CONSTRUCTION.

DEWATERING PUMP

(BY CONTRACTOR)

TEMPORARY DEWATERING

DISCHARGE LOCATION

DEWATER AREA (EST.) FOR WETWELL &

MANHOLE INSTALLATION

(BY CONTRACTOR)

TEMPORARY SEDIMENT

SUMP W/ HAY BALES

(BY CONTRACTOR)

FLOATING TURBIDITY

BARRIER (TYP.)

6" PIPE HEADER PIPE

(BY CONTRACTOR)

³

SLUICE GATE DETAILS 14

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

Z:\Shared\Projects\Water\5003\001-06\CAD\Construction\19 SLUICE GATE DETAILS.dwgNisha Bhatta 2/20/2026 10:44:27 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC. /

WATERMARK ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

30" RCP AT INV 20.80

ANCHOR WAPRO SLUICE

GATE TO THE INLET CURVE

WALL PER MANUFACTURER'S

SPECIFICATIONS

PROPOSED GRADE

TOP OF TYPE J BOX

PROPOSED GRADE

PROPOSED AUMA SA07.2

ACTUATOR

PROPOSED AUMA SA07.2

ACTUATOR

INSTALL ACTUATOR ON TOP OF STRUCTURE

FROM MANUFACTURER'S SPECIFICATION

AutoCAD SHX Text 19 x Ø 0,51

AutoCAD SHX Text

SPM-P_Ø800_US

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Article Number

AutoCAD SHX Text

AutoCAD SHX Text [inch]

AutoCAD SHX Text Project

AutoCAD SHX Text V81576800

AutoCAD SHX Text Comments

AutoCAD SHX Text Box Volume [ft³]]

AutoCAD SHX Text Weight [Lbs]

AutoCAD SHX Text Sheet

AutoCAD SHX Text Rev

AutoCAD SHX Text General Tolerance

AutoCAD SHX Text Scale

AutoCAD SHX Text Approved By

AutoCAD SHX Text Material

AutoCAD SHX Text Designed By

AutoCAD SHX Text Units

AutoCAD SHX Text ISO 2768-1 m

AutoCAD SHX Text 1 (1)

AutoCAD SHX Text Created Date

AutoCAD SHX Text

DW

AutoCAD SHX Text

RI

AutoCAD SHX Text 2024-12-12

AutoCAD SHX Text 1:15

AutoCAD SHX Text WaGate Sluice gate SPM-P-TG 32X32" AISI 316

AutoCAD SHX Text A

AutoCAD SHX Text Description

AutoCAD SHX Text www.wapro.com

AutoCAD SHX Text A

AutoCAD SHX Text 31.5

AutoCAD SHX Text 16.99

AutoCAD SHX Text 2.96

AutoCAD SHX Text 31.5

AutoCAD SHX Text 7.25

AutoCAD SHX Text

AutoCAD SHX Text 38.6

AutoCAD SHX Text 40.6

AutoCAD SHX Text 7.5

AutoCAD SHX Text 71.81

AutoCAD SHX Text 44.5

AutoCAD SHX Text 0.98

82.93

W:\Projects\1720015 KIRBY STREET PUMP STATION #08 REHAB DESIGN\CAD\Re-Configuration\GR-1 SOILS SURVEY.dwgAhmed, Jubayer (Jay) 7/11/2024 11:06:05 AM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

SOILS SURVEY GR-1

Z:\Shared\Projects\Water\5003\001-06\CAD\Re-Configuration\SQ-1 SUMMARY OF QUANTITIES.dwgNisha Bhatta 2/20/2026 3:10:44 PM

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

PLUMMER ASSOCIATES, INC./WATERMARK

ENGINEERING GROUP, INC.

2 URBAN CENTRE

4890 W KENNEDY BLVD., SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

TECHNICAL SERVICES DIVISION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46144001

KIRBY STREET PUMP STATION #8

REHABILITATION & IMPROVEMENTS

SUMMARY OF QUANTITIES SQ-1