[H]_2025.02.10_Collins_Rdwy_Phase1_Signed_7-2-25.pdf

HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

10 11 12

131415

9 10 11

131415

29 28

32 33

Beattys

Corner Trapnell

Mud L.

PLANT CITY

Pop. 29,915

PLANT CITY

Mill

Midway

APT.MUNICIPAL

Rd.

Trapnell Rd.

W ig g in s

P r a ir ie

E n g l i s h

C r

Howell

C r

C r e e k

Cork

Prarie

10 92 B30 headCh.

Spring

Academy

Cork

CSX

TRANS.

R A I L

R O

A D

Youmans

Coronet

Jct.

Bealsville

39A

39B

39A

574B

574A 574A

574A

FS

CP

F S

C P

FS

J

J

J

STA 513+50.00

BEGIN PROJECT

STA 526+46.05

END PROJECT

T-28-S

T-29-S

T-28-S

T-29-S

R -2

-E

R -2

-E

R -2

-E

R -2

-E

9:55:11 AM c:\pw\kh1\d0110987\KEYSRD01.dgnPriya.Bavanaka 2/11/2025

PROJECT LOCATION

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/design/standardplans

Bridge Construction and applicable Interim Revisions (IRs) at the following website:

Florida Department of Transportation, FY2024-25 Standard Plans for Road and

GOVERNING DESIGN STANDARDS:

ENGINEER OF RECORD:

ROADWAY PLANS

SITE LOCATION MAP

COLLINS STREET COMPLETE STREET DESIGN

CITY OF PLANT CITY

INDEX OF ROADWAY PLANS

PALM

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

N

ENGINEER OF RECORD:

DRAINAGE PLANS

PLANS PREPARED BY:

CONTRACT PLANS COMPONENTS

PHASE I

TO TAMPA

TO LAKELAND

TO CRYSTAL SPRINGS

TO LITHIA

REGISTRY NO.: 35106

PHONE (813) 620-1460

TAMPA, FLORIDA 33602

201 NORTH FRANKLIN STREET, SUITE 1400

CONSULTING ENGINEERS AND PLANNERS

KIMLEY-HORN AND ASSOCIATES, INC.

FPID: 441502-1-54-01

LANDSCAPE, HARDSCAPE, AND IRRIGATION PLANS

LIGHTING PLANS

SIGNALIZATION PLANS

SIGNING AND MARKING PLANS

ROADWAY PLANS

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY2024-25 Standard Specifications

ROADWAY PLANS

NO.

SHEET

N O

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E

T H

E O

F F

IC

IA

L R

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O R

D O

F T

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IS

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IC

F

IL

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IT

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E D

A N

D S

E A

L E

D U

N D

E R

R U

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-2

.0

F

.A .C

55 - 59

49 - 54

42 - 47

40 - 41

36 - 39

26 - 35

19 - 25

12 - 17

5 - 6

SHEET NO.

(407) 898-1511

ORLANDO, FL. 32801

189 S ORANGE AVE., SUITE 1000

KIMLEY-HORN AND ASSOCIATES

VICTOR H. GALLO, P.E. NO.: 75592

(813) 620-1460

TAMPA, FL. 33602

201 NORTH FRANKLIN STREET, SUITE 1400

KIMLEY-HORN AND ASSOCIATES

JOHN R. SEALS, P.E. NO.: 51505

UTILITY ADJUSTMENT DETAILS

UTILITY ADJUSTMENT PLANS

TEMP. TRAFFIC CONTROL PLANS

EROSION CONTROL PLANS

STORMWATER POLLUTION PREVENTION PLANS

DRIVEWAY HALF SECTIONS

CROSS SECTIONS

DRAINAGE STRUCTURES

RAISED MIDBLOCK CROSSING DETAIL

ROADWAY PLANS

DRAINAGE DETAILS

GENERAL NOTES

SUMMARY OF DRAINAGE STRUCTURES

PROJECT CONTROL

PROJECT LAYOUT

TYPICAL SECTIONS

DRAINAGE MAP

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

KEY SHEET

SHEET DESCRIPTION

FINAL PLANS

FEBRUARY 10, 2025

FRANK COUGHENOUR, P.E.PLANT CITY PROJECT MANAGER: 1

c:\pw\kh1\d0110987\SIGNRD01.dgnrobert.myers 3/19/2024 2:00:09 PM Default

CITY OF COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

COLLINS STREET

COMPLETE STREET DESIGN

PLANT CITY HILLSBOROUGH

201 NORTH FRANKLIN STREET, SUITE 1400

TAMPA, FL 33602

JOHN R. SEALS, P.E.

P.E. LICENSE NUMBER 51505

KIMLEY-HORN AND ASSOCIATES

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ROADWAY PLANS

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STATE OF

No 51505

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ESNECI

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DIROL

F

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AES .R NH

OJ

SIGNATURE SHEET

STATE OF

R E

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NE LANOI

S S

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F O

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ESNECI

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DIROL

F

OL

LAG .H ROT

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V

No 75592

VICTOR H. GALLO, P.E. NO. 75592

ORLANDO, FLORIDA 32801

189 S ORANGE AVE. SUITE 1000,

KIMLEY-HORN AND ASSOCIATES, INC.

JOHN R. SEALS, P.E. NO.: 51505

(813) 627-1460

TAMPA, FL 33602

201 N FRANKLIN STREET, SUITE 1400

KIMLEY-HORN AND ASSOCIATES, INC.

DRAINAGE PLANS

UTILITY ADJUSTMENT DETAILS

UTILITY ADJUSTMENT PLANS

TEMP. TRAFFIC CONTROL PLANS

DRIVEWAY HALF SECTIONS

CROSS SECTIONS

RAISED MIDBLOCK CROSSING DETAIL

ROADWAY PLAN

GENERAL NOTES

PROJECT CONTROL

PROJECT LAYOUT

TYPICAL SECTIONS

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

KEY SHEET

SHEET DESCRIPTION

55 - 59

49 - 54

36 - 39

26 - 35

12 - 17

5 - 6

SHEET NO.

EROSION CONTROL PLANS

STORMWATER POLLUTION PREVENTION PLANS

DRAINAGE STRUCTURES

DRAINAGE DETAILS

SUMMARY OF DRAINAGE STRUCTURES

DRAINAGE MAP

SIGNATURE SHEET

SHEET DESCRIPTION

42 - 47

40 - 41

19 - 25

SHEET NO.

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REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

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SUMMARY OF PAY ITEMS

SD

SD

SDSD

SD

SD

SD

SD

SD

SD

SD

SD

LEGEND

EXISTING STRUCTURE

FLOW DIRECTION

BASIN DIVIDE

N 15" RCP 135.13'

RIM 137.56'

SW 36" RCP 125.23'

N 36" RCP 124.93'

RIM 137.59'

NE 15" RCP 131.16'

RIM 136.17'

SW 15" RCP 128.00'

SE 36" RCP 125.00'

N 36" RCP 124.87'

RIM 135.98'

S 36" RCP 124.58'

N 36" RCP 124.54'

RIM 133.64'

W 15" RCP 127.54

S 36" RCP 124.45'

N 36" RCP 124.43'

RIM 132.66'

E 15" RCP 128.32'

RIM 132.93'

W 15" RCP 123.99'

S 36" RCP 123.91'

N 36" RCP 123.84'

RIM 130.42'

E 15" RCP 124.32'

RIM 130.58'

E 15" RCP 123.48'

RIM 129.20'

E 15" RCP 123.24'

S 36" RCP 122.96'

N 36" RCP 122.79'

RIM 128.99'

S 36" RCP 120.84'

N 36" RCP 120.69'

RIM 128.12'

S 36" RCP 120.51'

NW 36" RCP 119.84'

RIM 128.23'

W 18" RCP 123.50'

E 12" RCP 126.39'

RIM 128.44'

SW 15" RCP 123.79'

TOP 128.25'

NE 15" RCP 121.91'

RIM 128.16'

SW 15" RCP 121.46''

SE 36" RCP 119.53'

N 36" RCP 119.25'

RIM 128.22'

N 36" RCP 119.16'

S 36" RCP 119.24'

RIM 127.61'

NW 36" RCP 118.90'

S 36" RCP 119.01'

RIM 126.77'

NW 36" RCP 118.81'

SE 36" RCP 118.88'

RIM 126.68'

W 36" RCP 118.34'

SE 36" RCP 118.71'

NE 36" RCP 119.13'

RIM 125.97'

SW 30" RCP 120.39'

E 18"X30" RCP 121.03'

TOP 126.11'

W 18"X30" CMP 123.02'

E 12" RCP 123.26'

N 18" CMP 123.21'

RIM 125.86'

E/W CONFLICT TOP 124.51'

N 12" CMP 123.97'

S 18" CMP 124.12'

RIM 126.84'

N 12" DIP 123.32'

W 12" RCP 123.35'

S 6" VCP 123.84'

E 12" RCP 123.39'

RIM 125.28'

E 10" VCP 125.03'

TOP 126.43'

W 10" VCP 124.89'

E 18" RCP 124.57'

S 18" CMP 124.65'

RIM 127.10'

E 12"X18" RCP 126.58'

W 15" RCP 126.66'

TOP 128.81'

W 12"X18" RCP 126.69'

S 12"X18" RCP 126.79'

TOP 128.77'

PROPOSED STRUCTURE

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REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

189 SOUTH ORANGE AVE, SUITE 1000

ORLANDO, FL 32801

VICTOR H. GALLO P.E.

P.E. LICENSE NUMBER 75592

Feet

0 50

DRAINAGE MAP

¡ CONST. COLLINS ST

515 520 525

S-105

S-108

S-109

S-106

S-111

S-110 S-112

S-107

S-110A

S-117

S-114

S-115

S-116

S-119

S-121

S-120

S-122

S-XXX

ST-1

ST-2

ST-4

ST-5

ST-6

ST-8

ST-11

ST-3

ST-7 ST-9 ST-10

ST-16

ST-17

ST-12

ST-14

ST-15

ST-18

ST-19

ST-23

ST-20

ST-21

ST-22 ST-25

ST-24

ST-27

ST-26

ST-28

ST-29

ST-29

ST-28ST-22

ST-23

ST-24

ST-25

ST-26

ST-27ST-21

ST-20

ST-19

ST-18

ST-17

ST-16

ST-15

ST-14

ST-13

ST-12

ST-11

ST-10

ST-9

ST-8

ST-7

ST-6

ST-5

ST-4

ST-3

ST-2

ST-1

ST-X

S-115A

S-113

S-116A

THE PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION PERSONELLE WITH DRAINAGE CONCERNS.

DO NOT USE THE INFORMATION ON THIS SHEET FOR CONSTRUCTION PURPOSES. THIS SHEET IS IN

L A

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S EVERS ST

S COLLINS ST

S COLLINS ST

STA. 526+46.05

PHASE 1

END PROJECT

STA. 513+50.00

PHASE 1

BEGIN PROJECT

0.25AC

0.28AC

0.53AC

0.32AC

0.04AC

0.21AC

0.32AC

0.28AC

1.10AC

0.51AC 0.17AC 0.08AC

0.25AC

1.35AC

0.13AC0.03AC0.12AC

0.49AC

0.17AC

.2

A

C

1.15AC

1.15AC

0.08AC 0.22AC

0.13AC

1.29AC

1.37AC

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REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

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DESIGN SPEED = 30 MPH

X I S

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VARIES 29.0'-32.4' VARIES 33.2'-33.6'

VARIES 62.2'-66.0'

2' 2'

SODSOD

6.0'-6.6'

VARIES

6.0'-8.0'

VARIES

& GRUBBING

CLEARING

STANDARD

& GRUBBING

CLEARING

STANDARD

TURN LANE

0.020.02 0.03

SHARED LANES

11'

SHARED LANES

VARIES 4.3'-9.7'

MILLING, RESURFACING, & OVERBUILD

EXIST. PAVEMENT TO REMAIN

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (DEPTH VARIES)

1' LEVEL

South of E. Alabama Street

PHASE 1

MAX

0.02

MILL EXISTING ASPHALT PAVEMENT (1.50")

MILLING

OVERBUILD

RESURFACING

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.50")

MAX

0.02

14'

14'

STA. 513+50.00 TO STA. 517+20.00

TYPICAL SECTION (1)

(6" THICK)

SIDEWALK

(6" THICK)

SIDEWALK

(TO BE REMOVED)

EXIST. PAVEMENT

2'

SOD

& GRUBBING

CLEARING

STANDARD

11'

MAX

0.02

(6" THICK)

SIDEWALK

E X I S

T

R

W

6.0'

8'

CHEVRONS SHARED LANES

STA. 513+50.00 TO STA. 515+13.85

BASE (TO BE REMOVED)

EXIST. PAVEMENT AND

11'

OVERBUILD

0.02

FULL DEPTH MILLING*

EXIST. BASE TO MATCH PROPOSED GRADE

MILL EXIST. 3.50" ASPHALT PAVEMENT AND REGRADE

FULL DEPTH RESURFACING*

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (3.50")

EXIST. PAVEMENT TO REMAIN

& OVERBUILD

MILLING, RESURFACING,

0.02 0.04-0.06

VARIES

STA. 514+42.25

REMAIN STA. 513+50.00 TO

EXIST. CURB AND GUTTER TO ***

BRICK PAVERS

LIMITS AND DETAILS OF

SEE HARDSCAPE PLANS FOR **

SEE PLANS FOR LOCATIONS*

MATCH EXIST. GROUND

1:4

TYPE F C&G

TO BE REMOVED

EXIST. SIDEWALK

TO BE REMOVED

EXIST. SIDEWALK

¡ CONST. COLLINS ST.

SAWCUT

TYPE F C&G

TO BE REMOVED

EXIST. SIDEWALK

MATCH EXIST. GROUND

BE REMOVED

EXIST. C&G TO

BE REMOVED

EXIST. C&G TO

MATCH EXIST. GROUND

CONTROL POINT

2.6'-3.1'

VARIES

BREAK

GRADE

MILLED 3.50" SURFACE

MILLED 1.50" SURFACE

1:4 MAX

VARIES

TO REMAIN

EXIST. C&G

1:4 MAX

VARIES

MILLED 1.50" SURFACE

SAWCUT

ELEV.

EXIST.

MATCH

TYPICAL SECTIONS

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REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

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TYPICAL SECTIONS

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11'

0.02 0.02

VARIES 29.3'-30.4'VARIES 29.3'-30.3'

VARIES 58.6'-60.7'

SHARED LANES SHARED LANES

11'

TURN LANE

VARIES 0'-11' 9.0'-12.4'

VARIES

TYPE D CURB

TYPE D CURB

12.0'VARIES

SODSODSOD

1' 1'

& GRUBBING

CLEARING

STANDARD

& GRUBBING

CLEARING

STANDARD

MILLING, RESURFACING, & OVERBUILD

EXIST. PAVEMENT TO REMAIN

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (DEPTH VARIES)MILL EXISTING ASPHALT PAVEMENT (1.50")

MILLING

PAVEMENT WIDENING

OPTIONAL BASE GROUP 11

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (3.00")

RESURFACING

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.50")

0.02

1:4, 1:2 MAX1:4, 1:2 MAX 0.02 MAX

0.02 MAX

North of E. Alabama Street

PHASE 1

11.0'-12.1'

VARIES

SOD

0.02 MAX

1' LEVEL

6.1'

TYPE D CURB

& GRUBBING

CLEARING

STANDARD

E X I S

T

R

W

E X I S

T

R

W

12'

SOD

O.0'-6.9'

VARIES

& GRUBBING

STANDARD CLEARING

0.02 MAX

TYPE D CURB

1' LEVEL

STA. 522+70.00 TO STA. 526+20.00

STA. 517+20.00 TO STA. 526+46.05

TYPICAL SECTION (2)

(6" THICK)

SIDEWALK

(6" THICK)

SIDEWALK

(6" THICK)

SIDEWALK

(6" THICK)

SIDEWALK

OVERBUILD

OF BRICK PAVERS

FOR LIMITS AND DETAILS

** SEE HARDSCAPE PLANS

BASE TO BE REMOVED

EXIST. PAVEMENT AND *

STA. 522+40.00 TO STA. 526+46.05

0.67'0.67' VARIESVARIES 3.3'-9'

TO BE REMOVED

EXIST. SIDEWALK

SAWCUT

BE REMOVED

EXIST. CURB TO

EXIST. SIDEWALK TO BE REMOVED

EXIST. CURB TO BE REMOVED

¡ CONST. COLLINS ST.

SAWCUT

CONTROL POINT

MATCH EXIST. GROUND

SAWCUT

1:4 1:3

MATCH EXIST. GROUND

0.67'

1:4 1:3

TO BE REMOVED

EXIST. SIDEWALK

SAWCUT

0.67'

TO BE REMOVED

EXIST. SIDEWALK

BE REMOVED

EXIST. CURB TO

EXIST. CURB TO BE REMOVED

AeccDbCogoPoint (AeccLand120)

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AeccDbCogoPoint (AeccLand120)

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REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

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Feet

100200

SHEET BORDERS

PROJECT LAYOUT

PHASE 1

ROADWAY PLAN#

LEGEND

STA. 526+46.05

END PROJECT PHASE 1

2 3 4 5

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STA. 513+50.00

BEGIN PROJECT PHASE 1

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¡ CONST. COLLINS ST.

COLLINS ST.

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PLANT CITY HILLSBOROUGH

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L

G N

A L

D

L E

G

A

C

P T

S

T A

.2

P I

S

T A

.9

P C

S

T A

.3

P T

S

T A

.0

P I

S

T A

.0

510 P

A

.6

515 P

A

.6

A

.4

520 525 P O

T

S

T A

.1

¡ CONST. COLLINS ST.

PROJECT CONTROL

CURVE 2

CURVE 1

"CE A" (ELEVATION = 137.44') AND "E 18" (ELEVATION = 130.03')

FOLLOWING NATIONAL GEODETIC SURVEY BENCHMARKS:

GEODETIC VERTICAL DATUM OF 1988 (N.A.V.D 88) BASED UPON THE

THE ELEVATIONS DEPICTED HEREON ARE RELATIVE TO THE NATIONAL 2.

FLORIDA WEST ZONE (NAD 83/2011).

A GRID PROJECTION OF THE STATE PLANE COORDINATE SYSTEM OF

THE HORIZONTAL COORDINATES SHOWN HEREON ARE REFERENCED TO 1.

PROJECT CONTROL NOTES:

¡ STATION OFFSET ELEVATION DESCRIPTION NORTHING EASTINGPOINT ID

502+34.98 137.44

MONUMENT CE A

FOUND CONCRETE 1335303.280 616998.159

3 504+58.10 137.15 1335534.745 617034.078NAIL & DISK SET LB7203

4 507+88.34 133.00 1335831.269 616867.113IRON ROD SET LB7203

5 512+39.08 129.84 1336284.383 616834.336IRON ROD SET LB7203

6 517+39.51 127.66 1336764.908 616683.038NAIL & DISK SET LB7203

7 521+74.10 127.76 1337192.211 616603.770NAIL & DISK SET LB7203

8 523+83.97 127.00 1337409.951 616624.746IRON ROD SET LB7203

9 526+97.33 129.32 1337716.567 616559.782NAIL & DISK SET LB7203

CONTROL TABLE

NOTE: STATION/OFFSET IN REFERENCE TO ¡ CONST. COLLINS ST.

41.38 LT

34.17 RT

26.74 LT

26.38 RT

33.47 LT

30.67 LT

31.03 RT

25.10 RT

P T

S

T A

.2

CONTROL POINT 3

CONTROL POINT 2

CONTROL POINT 4

CONTROL POINT 5

CONTROL POINT 6 CONTROL POINT 7

CONTROL POINT 8 CONTROL POINT 9

= NCe

CURVE 1

PI STA. = 503+92.92

T = 192.92

L = 381.25

R = 1,010.00

PC STA. = 502+00.00

PT STA. = 505+81.25 PT STA. = 508+02.06

= NCe

CURVE 2

PI STA. = 507+15.05

T = 87.69

L = 174.69

R = 810.00

PC STA. = 506+27.37

F I

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REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

189 SOUTH ORANGE AVE, SUITE 1000

ORLANDO, FL 32801

VICTOR H. GALLO P.E.

DRAINAGE STRUCTURES

SUMMARY OF

c:\pw\kh1\d0110987\GNNTRD01.dgnrobert.myers 3/19/2024 2:02:11 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

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GENERAL NOTES

AS DIRECTED BY THE ENGINEER.

APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENT,

PROPOSED SIGN LOCATIONS SHOWN ON PLANS ARE

PLANS, OR AS DIRECTED BY THE ENGINEER.

MUST REMAIN UNLESS OTHERWISE NOTED IN THE

11. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS

COVERS, FRAMES, VALVE BOXES, GAS DROPS, ETC.

10. SURFACING MUST NOT BE APPLIED TO ANY MANHOLE

HAVE NOT BEEN VERIFIED.

SHOWN. INTERPOLATIONS BETWEEN THESE POINTS

LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS

APPROXIMATE ONLY. THE VERIFIED

TECHNIQUES AND SHOULD BE CONSIDERED

PLANS ARE BASED ON LIMITED INVESTIGATION

9. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE

DISCREPANCIES.

ENGINEER MUST BE PROMPTLY NOTIFIED OF ANY

VERIFIED PRIOR TO COMMENCING CONSTRUCTION. THE

8. ANY AND ALL EXISTING CONDITIONS MUST BE FIELD

CONSTRUCTION BEYOND THE RIGHT-OF-WAY.

DRAINAGE EASEMENT PRIOR TO ANY GRADING OR

AGREEMENT AND\OR A SIDEWALK, UTILITY, OR

THE PROPERTY OWNER THROUGH A RIGHT OF ENTRY

7. THE ENGINEER MUST RECEIVE PERMISSION FROM

BE SODDED.

6. ALL DISTURBED AREAS IN THE RIGHT-OF-WAY MUST

DIRECTED BY THE ENGINEER.

WHERE SPECIFICALLY SHOWN IN THE PLANS OR

NOT BE USED AS FINAL GROUND COVER EXCEPT

ADDITIONAL EXPENSE TO THE CITY. SEEDING MUST

THEIR PRE-CONSTRUCTION CONDITION AT NO

THE CONSTRUCTION LIMITS, MUST BE RETURNED TO

5. ALL DISTURBED AREAS, INCLUDING AREAS OUTSIDE

UNLESS OTHERWISE NOTED IN THE PLANS.

RIGHT-OF-WAY CORRIDOR ARE TO REMAIN IN PLACE

4. ALL EXISTING PIPES AND STRUCTURES WITHIN THE

BID FOR CLEARING AND GRUBBING.

FOR THIS WORK IS INCLUDED IN THE UNIT PRICE

AREAS PROVIDED BY THE CONTRACTOR. THE COST

MUST BE DISPOSED OF BY THE CONTRACTOR IN

BECOME THE PROPERTY OF THE CONTRACTOR, AND

3. ALL MATERIALS NOT CLAIMED BY THE CITY MUST

130.03')

"CE A" (ELEVATION = 137.44') AND "E 18" (ELEVATION =

NATIONAL GEODETIC SURVEY BENCHMARKS:

1988 (N.A.V.D 88) BASED UPON THE FOLLOWING

TO THE NATIONAL GEODETIC VERTICAL DATUM OF

THE ELEVATIONS DEPICTED HEREON ARE RELATIVE 2.

(NAD 83/2011).

PLANE COORDINATE SYSTEM OF FLORIDA WEST ZONE

REFERENCED TO A GRID PROJECTION OF THE STATE

1. THE HORIZONTAL COORDINATES SHOWN HEREON ARE

GENERAL NOTES:

813-630-7179

813-918-0178

813-928-9881

813-877-7480

863-209-1172

813-707-2342

918-547-9694

PHONE

TAMPA ELECTRIC COMPANY

SPECTRUM COMMUNICATIONS

MCI

FRONTIER COMMUNICATIONS

FLORIDA PUBLIC UTILITIES

CITY OF PLANT CITY

CENTURYLINK

COMPANY

MIKE LOTT

LINDA SANSOM

JAMES BARRA

KRAIVUTH CHOEYKRAJANG

FOSTER CHATHAM

JOSEPH OROZCO

HEATHER BLACKBURN

CONTACT

PHONE: (301) 713-3242

SILVER SPRING, MARYLAND 20910-3282

1315 EAST-WEST HIGHWAY

DIRECTOR, NATIONAL GEODETIC SURVEY

OF DAMAGE, PROJECT ENGINEER SHOULD NOTIFY;

CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER

18. ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF

THE LOCAL AGENCY (CITY OF PLANT CITY).

INSURANCE, AND FLAGGING SERVICES INITIATED BY

RAIL COORDINATION, RAILROAD PROTECTIVE

PROPOSED WITHIN CSX RIGHT-OF-WAY WILL REQUIRE

DURING CONSTRUCTION. ANY PORTION OF WORK

BE SITUATED OUTSIDE OF CSX RIGHT-OF-WAY

17. ALL EQUIPMENT, MATERIALS, AND PERSONNEL MUST

SHEETS.

PROVIDED FOR SEPARATELY IN THE BID SUBMITTAL

AND BRACING IS REQUIRED, UNLESS OTHERWISE

THE ITEM OF WORK FOR WHICH SHEETING, SHORING,

REQUIRED IS INCLUDED IN THE UNIT PRICE BID FOR

COST OF ALL SHEETING, SHORING, AND BRACING

UTILITIES, OR TO MINIMIZE TRENCH WIDTH. THE

PROVIDED TO PROTECT ADJACENT STRUCTURES AND

16. SHEETING, SHORING, AND BRACING MUST BE

ADJACENT WORK.

CONSTRUCTION JOINT WILL BE INCIDENTAL TO THE

CONSTRUCTION. THE COST OF SAWCUTTING A CLEAN

AREAS REQUIRING ASPHALT WORK OR CURB

PROVIDE A UNIFORM CONSTRUCTION JOINT FOR ALL

15. SAWCUT EXISTING PAVEMENT AS NECESSARY TO

POTABLE AND NON-POTABLE WATER SERVICE.

NOTIFIED FOR RELOCATION OF METER BOXES FOR

14. THE RESPONSIBLE UTILITY OWNER MUST BE

THE UTILITY OWNERS.

RESULT OF FAILURE TO CALL "SUNSHINE 811" AND

RESPONSIBLE FOR ANY UTILITIES DAMAGED AS A

CONSTRUCTION. THE CONTRACTOR WILL BE

THAT MAY ARISE IN THE FIELD DURING

OWNERS MAY BE NECESSARY TO RESOLVE CONFLICTS

CONTACT. FURTHER COORDINATION WITH UTILITY

OWNERS MAY NOT BE A MEMBER, REQUIRING DIRECT

DAMAGE PREVENTION & SAFETY ACT. ALL UTILITY

556, FLORIDA STATUTES, UNDERGROUND FACILITY

BEGINNING WORK, IN ACCORDANCE WITH CHAPTER

CAUTION - CALL "SUNSHINE 811" IN ADVANCE OF

BE IN THE AREA OF THIS PROJECT - PROCEED WITH

13. ABOVE GROUND AND/OR UNDERGROUND UTILITIES MAY

FIRE HYDRANTS.

OF BLUE RAISED PAVEMENT MARKERS TO IDENTIFY

TRAFFIC ENGINEERING MANUAL, SECTION 4.3 - USE

ADJACENT TO ALL FIRE HYDRANTS, PLACED PER FDOT

12. BLUE, BI-DIRECTIONAL RPMS MUST BE INSTALLED

ONLY BE PERFORMED TO THE DEPTH OF THE BRICK.

ENCOUNTERED DURING MILLING, THE MILLING WILL

OPERATIONS. IN AREAS WHERE BRICK MAY BE

WHEN EXCAVATING OR PERFORMING MILLING

PROJECT AREA AND PRECAUTIONS SHOULD BE TAKEN

THAT BRICK PAVERS MAY EXIST WITHIN THE

BETWEEN E ALABAMA ST AND E OHIO ST. BE AWARE

CORING WAS TAKEN AT APPROXIMATE STA. 518+00

BRICK PAVERS WERE FOUND AT BORING C-4. THIS

TERRACON CONSULTANTS, INC., DATED JULY 25, 2019,

19. BASED ON THE GEOTECH CORE REPORT FROM

NOT LIMITED TO THE FOLLOWING:

HAVING LINES AND FACILITIES ARE INCLUDED BUT

UTILITIES AND RELATED STRUCTURES. THE OWNERS

NECESSARY RELOCATION AND ADJUSTMENT OF

SCHEDULE TO ALLOW UTILITY OWNERS TIME FOR THE

OWNERS, AT THEIR EXPENSE. ARRANGE THE

BE REMOVED, RELOCATED, OR ADJUSTED BY THEIR

UTILITIES INTERFERING WITH CONSTRUCTION MUST

UNDER THE CONTRACT FOR THIS PROJECT, ALL

PROVIDE THAT SUCH WORK MUST BE PERFORMED

EXCEPT WHERE THE PLANS AND\SPECIFICATIONS 1.

UTILITIES:

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REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

189 SOUTH ORANGE AVE, SUITE 1000

ORLANDO, FL 32801

VICTOR H. GALLO P.E.

DRAINAGE DETAILS

STEEL GRATE

2' WIDE

TYPE V

GUTTER INLET

4.25' WIDE

DROP CURB

DROP CURB

3' TRANSITION

EDGE OF PAVEMENT

N.T.S.

INLET TYPE V

GUTTER TRANSITION FOR

CURB

TYPE D

CURB

TYPE D 2

R 2

R

1.5'

0.67'0.67'

1' 1.33'

N.T.S.

FLUME PLAN DETAIL

:3

6"

FLUME

FLUME SECTION DETAIL

N.T.S.

6" THICK DT. PAV.

CONST 0.5 SY OF

2'

CURB

TYPE D

3" THICK DT. PAV.

CONST 0.25 SY OF

1'

E C

S A

N

S D

S A

N

W A T E R

W A T E R

W A T E R

B A

C K

F

L O

W

B A

C K

F

L O

W

A

.6

513 514 515

TYPE F C&G

COLLINS ST.

EXIST. PROPERTY LINE

EXIST. PROPERTY LINE

EXIST. R/W

EXIST. PROPERTY LINE

EXIST. PROPERTY LINE

¡ CONST. COLLINS ST.

EXIST. R/W

EXIST. PROPERTY LINE

TYPE F C&G

21.38 LT

+84.93

6' CONC. SWK.6' CONC. SWK.

Feet

0 5

N

STA. 513+50.00

BEGIN PROJECT

DETECTABLE WARNING

LEGEND

27.52 RT

+84.27

32.27 LT

+42.25

22.79 RT

+75.00

0.00 RT

+75.00

FULL DEPTH MILLING

SAWCUT

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

+42.25, 21.38 LT

MATCH EXIST.

BEGIN TYPE F C&G

+74.27, 33.43 RT

MATCH EXIST.

BEGIN 6" CONC. SWK.

+84.27, 22.55 RT

MATCH EXIST.

BEGIN TYPE F C&G

32.39 LT

+61.94

+32.25, 31.97 LT

MATCH EXIST.

BEGIN 6" CONC. SWK.

32.44 LT

+30.93

33.68 RT

+44.94

OVERBUILD

RESURFACING, &

LIMITS OF MILLING,

OVERBUILD

RESURFACING, &

LIMITS OF MILLING,

OVERBUILD

RESURFACING, &

LIMITS OF MILLING,

S-105

CONST. 95 LF OF 15" PIPE

ST-10

ST-11

36" RCP36" RCP

R C c:\pw\kh1\d0110987\PLANRD05.dgnrobert.myers 3/19/2024 2:02:38 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

F I

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O N

G I

T A

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A L

D

L E

G

A

ROADWAY PLAN (1)

A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0 e c c

D b

C o g o P o in t

A e c c

L a n d

A e c c

D b

C o g o P o in t

A e c c

L a n d

E L E

C

S A

N

E L

E C

W A T E R

W A T E R

W A T E R

S D

S D

W A T E R

W A T E R

S A

N

W A T E R

W A T E R

W A T E R

S A

N

W A T E R

B A

C K

F

L O

W

515 516

A

.6

A

.4

TYPE F C&G

TYPE F C&G

R

R

COLLINS ST.

E

A

L A

B A

M A

S

T

E

A

L A

B A

M A

S

T

EXIST. PROPERTY LINE

EXIST. R/W

¡ CONST. COLLINS ST.

EXIST. R/W

EXIST. R/W

EXIST. R/W

PROP. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

PROP. R/W

14.62 LF

+05.27, 13.45 LT

24.00 LF

+35.94, 13.45 LT

24.00 LF

+13.17, 22.55 RT

+41.85, 22.55 RT

MATCH EXIST.

END TYPE F C&G

+09.29, 46.97 LT

MATCH EXIST.

END TYPE F C&G

CURB

TYPE D

CURB

TYPE D

70.29 RT

+23.81

49.79 RT

+16.85

44.61 RT

+89.53

30.31 RT

+31.08

4 5

+45.32, 30.98 LT

+55.33, 30.33 LT

+48.30, 29.31 RT

+55.30, 29.32 RT

6' CONC. SWK.6' CONC. SWK.

6' CONC. SWK.6' CONC. SWK.

8' CONC. SWK.8' CONC. SWK.

8' CONC. SWK.8' CONC. SWK.

28.12 LT

+30.31

Feet

0 5

N

DETECTABLE WARNING

LEGEND

WIDENING

13.45 LT

+13.85

22.24 RT

+90.00

28.24 RT

+70.28

27.26 RT

+65.27

FULL DEPTH MILLING

R

+20.06, 33.34 RT

BEGIN TYPE F C&G

+48.32, 17.34 RT

END TYPE F C&G

+45.76, 20.86 LT

END 2' WIDENING

29.30 RT

+38.62

9 +49.91, 30.34 LT

+42.27, 37.12 LT

CR-L

G-25 M-24

CR-L

CR-L

SAWCUT

EXIST. CONCRETE REMOVAL (NOT UNDER PROPOSED CONST.)

13.69 LT

+77.61

35.85 LT

+06.28

0.00 LT

+90.00

+41.20, 46.18 LT

MATCH EXIST.

BEGIN 6" CONC. SWK.

+21.07, 74.86 RT

MATCH EXIST.

BEGIN 6" CONC. SWK.

+70.33, 33.13 RT

MATCH EXIST.

END 6" CONC. SWK.

+98.56, 37.94 LT

MATCH EXIST.

END 6" CONC. SWK.

31.56 LT

+95.67

29.70 LT

+12.58

+34.55, 46.71 LT

MATCH EXIST.

BEGIN TYPE D CURB

END 3' TRANSITION

BEGIN 2' WIDENING

+34.93, 49.69 LT

MATCH EXIST.

TO TYPE D CURB

BEGIN 3' TRANSITION

A-2

+48.32, 18.67 RT

BEGIN TYPE D CURB11

FOUNDATION INSTALLATION.

STREET FOR SIGNAL POLE

STRUCTURE AT 6015 COLLINS

MONITOR EXISTING BUILDING

28.31 LT

+67.00

+62.00, 22.55 RT

MATCH EXIST.

BEGIN TYPE F C&G

+78.50, 22.55 RT

MATCH EXIST.

END TYPE F C&G

28.95 LT

+79.91

28.38 LT

+74.00

42.64 LT

+00.33

49.78 RT

+84.10

33.18 RT

+73.04 29.28 RT

+28.44

35.21 RT

+30.07

14 +05.02, 69.37 LT

15 +14.64, 67.68 LT 15

16 +40.24, 36.25 LT

17 +43.12, 30.35 LT

OVERBUILD

RESURFACING, &

LIMITS OF MILLING,

OVERBUILD

RESURFACING, &

LIMITS OF MILLING,

LIMITS OF MILLING, RESURFACING, & OVERBUILD

LIMITS OF MILLING, RESURFACING, & OVERBUILD

SAWCUT

3" CONC. DITCH PAVEMENT

S-106

S-107 S-108

S-109

OF 15" PIPE

CONST. 6 LF

PER INDEX 430-001

CONST. CONC. JACKET

PER INDEX 430-001

CONST. CONC. JACKET

CONST. 4 LF OF 36" PIPE

CONST. 15" PIPE

CONST. 95 LF OF 15" PIPE

15" PIPE

CONST. 4 LF OF

PER INDEX 430-001

CONST. CONC. JACKET

ST-12

ST-17

DITCH PAVEMENT

3" THICK REINFORCED

CONST. 6.2 SY OF

15" RCP

R C P

36" R

CP

36" RCP36" RCP

R C

P

15" RCP

36" RCP

12 13

+85.20

END DITCH PAVEMENT

+74.80

BEGIN DITCH PAVEMENT

TO BE REMOVED

EXIST. STRUCTURE

OF 36" PIPE

CONST. 4 LF

c:\pw\kh1\d0110987\PLANRD06.dgnrobert.myers 3/19/2024 2:02:55 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

F I

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A L

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A

ROADWAY PLAN (2)

A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0

T E R

W A T E R

W A T E R

S A

N

S D

518 519 520

TYPE D CURB

TYPE D CURB

COLLINS ST.

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. PROPERTY LINE

EXIST. R/W

¡ CONST. COLLINS ST.

DROP CURB

TYPE D CURB

18.02 LT

+66.28

21.14 LT

+74.66

18.67 RT

+55.35

14.33 LT

+55.15

12' CONC. SWK12' CONC. SWK

CONC. SWK

VAR. WIDTH

CONC. SWK

VAR. WIDTH

30.32 LT

+62.33

Feet

0 5

N

DETECTABLE WARNING

LEGEND

SAWCUT

SAWCUT

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

17.96 LT

+03.00

21.11 LT

+94.66

29.73 RT

+28.85

29.50 RT

+97.42

+10.80, 16.64 RT

BEGIN 6' TRANSITION

END TYPE D CURB

+16.79, 16.42 RT

BEGIN DROP CURB

END 6' TRANSITION

14.33 LT

+64.45

+32.00, 18.67 RT

BEGIN TYPE D CURB

END 7' TRANSITION

+25.00, 18.67 RT

BEGIN 7' TRANSITION

END DROP CURB

+50.00, 18.67 RT

BEGIN DROP CURB

END 7' TRANSITION

+43.00, 18.67 RT

BEGIN 7' TRANSITION

END TYPE D CURB

GRANITE CURB

REMOVE EXIST.

GRANITE CURB

REMOVE EXIST.

GRANITE CURB

REMOVE EXIST.

OVERBUILD

RESURFACING, &

LIMITS OF MILLING,

OVERBUILD

RESURFACING, &

LIMITS OF MILLING,

S-110

S-111

18" PIPE

CONST. 10 LF OF

18" PIPE

CONST. 21 LF OF

S-110A

36" RCP

36" RCP

c:\pw\kh1\d0110987\PLANRD07.dgnrobert.myers 3/19/2024 2:03:11 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

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A L

D

L E

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A

ROADWAY PLAN (3)

A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0

TO DROP CURB

FROM TYPE D CURB

7' TRANSITION

TYPE D CURB

EOP

DROP CURB

N.T.S.

7' CURB TRANSITION DETAIL

W A T E R

B A

C K

F

L O

W W

A T E R

W A T E R

E L

E C

S A

N

S D

521 522

EXIST. PROPERTY LINE

TYPE D CURB

W A

R R

E N

S

T

COLLINS ST.

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. PROPERTY LINE

EXIST. R/W

EXIST. PROPERTY LINE

¡ CONST. COLLINS ST.

EXIST. R/W

EXIST. R/W

EXIST. R/W

DROP CURB

24.00 LF

+32.87, 15.84 RT

21.20 RT

+75.22

21.18 RT

+95.23

17.87 LT

+66.86

17.81 LT

+03.62

17.60 LT

+68.20

20.64 LT

+60.13

11.00 RT

+65.35

12' CONC. SWK12' CONC. SWK

12' CONC. SWK12' CONC. SWK

Feet

0 5

N

DETECTABLE WARNING

LEGEND

11.00 LT

+65.15

17.66 LT

+31.92

1 2

+07.00, 13.13 RT

BEGIN 3' TRANSITION

END DROP CURB

+10.00, 13.02 RT

BEGIN TYPE D CURB

END 3' TRANSITION

SAWCUT

SAWCUT

TYPE D CURB

+64.89, 11.00 RT

BEGIN 3' TRANSITION

END DROP CURB

+67.89, 11.00 RT

BEGIN TYPE D CURB

END 3' TRANSITION

+20.89, 11.00 RT

BEGIN DROP CURB

END 3' TRANSITION

+17.89, 11.00 RT

BEGIN 3' TRANSITION

END TYPE D CURB

DROP CURB

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

.0

.0

.0

25.41 RT

+18.06

29.64 RT

+06.82

17.68 LT

+17.47

23.67 RT

+88.90

11.67 RT

+91.10 29.83 RT

+05.19

17.85 RT

+17.39

17.83 RT

+07.39

3 4 SEE DETAIL

MIDBLOCK CROSSING

END RAISED

36.00 LF

+42.87, 11.00 RT

SEE DETAIL

MIDBLOCK CROSSING

BEGIN RAISED

TO PARKING GARAGE)

(FUTURE ACCESS DRIVE

29.76 LT

+67.08

29.81 LT

+07.02

17.70 LT

+07.47

DROP CURB

20.99 LT

+75.22

+75.51, 11.00 LT

BEGIN DROP CURB

END 6' TRANSITION

+69.51, 11.00 LT

BEGIN 6' TRANSITION

END TYPE D CURB

7 8

16.73 RT

+63.26

GRANITE CURB

REMOVE EXIST.

GRANITE CURB

REMOVE EXIST.

20.97 LT

+95.23

29.79 RT

+68.88

13.48 RT

+15.66

29.63 RT

+09.19

OVERBUILD

RESURFACING, &

LIMITS OF MILLING,

OVERBUILD

RESURFACING, &

LIMITS OF MILLING,

M-3 M-3

20.64 LT

+40.00

3" CONC. DITCH PAVEMENT

.0

29.91 RT

+70.87

29.90 RT

+60.87

S-112

S-113

OUTFALL

S-114

S-115

S-116

S-117

S-119

18" PIPE

CONST. 7 LF OF

18" PIPE

CONST. 38 LF OF

ST-19

19"x30" PIPE

CONST. 20 LF OF

OF 18" PIPE

CONST. 57 LF

DITCH PAVEMENT

3" THICK REINFORCED

CONST. 28.6 SY OF

BE REMOVED

EXIST. STRUCTURE TO

18" PIPE

CONST. 4 LF OF

PER INDEX 430-001

CONST. CONC. JACKET

BE REMOVED

EXIST. PIPE TO

36" RCP

RCP

RCP

R C P

R C

P

18" RCP

R C

P

DITCH

CONST.

DITCH

CONST.

12" PIPE

CONST. 4 LF OF

PER INDEX 430-001

CONST. CONC. JACKET

OF 18" PIPE

CONST. 22 LF

S-115A

S-116A

OF 18" PIPE

CONST. 22 LF

OF 30" PIPE

CONST. 30 LF

TO BE REMOVED

EXIST. STRUCTURE

+40.00, 18.87 LT

BEGIN DITCH PAVEMENT

+79.50, 17.67 LT

END DITCH PAVEMENT

BE REMOVED

EXIST. PIPE TO

BE REMOVED

STRUCTURE TOP TO

c:\pw\kh1\d0110987\PLANRD08.dgnrobert.myers 3/19/2024 2:03:27 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

ROADWAY PLAN (4)

A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0

TO DROP CURB

FROM TYPE D CURB

3' TRANSITION

TYPE D CURB

EOP

DROP CURB

N.T.S.

3' CURB TRANSITION DETAIL

T E R

W A T E R

E L

E C

S A

N

W A T E R

W A T E R

W A T E R

523 524 525

¡ CONST. COLLINS ST.

R

R

TYPE D CURB

R E

N F

R O

S

T

COLLINS ST.

RIGHT-OF-WAY

CITY OF PLANT CITY

EXIST. PROPERTY LINE

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

24.00 LF

+20.57, 11.00 LT

24.00 LF

+25.81, 11.00 RT

11.00 LT

+49.56

12' CONC. SWK12' CONC. SWK

CONC. SWK

VAR. WIDTH

CONC. SWK

VAR. WIDTH

CR-F

Feet

0 5

N

DETECTABLE WARNING

LEGEND

11.00 LT

+64.70

CR-F

28.55 LT

+41.98

85.19 LF

+22.11, 11.00 LT SAWCUT

SAWCUT

TYPE D CURB

TYPE D CURB

1 2

3 4 5 6 10

24.00 LF

+56.24, 11.00 RT

8 9

12 13

+06.81, 11.00 RT

BEGIN 3' TRANSITION

END TYPE D CURB

+37.24, 11.00 RT

BEGIN 3' TRANSITION

END TYPE D CURB

+19.11, 11.00 RT

BEGIN 3' TRANSITION

END TYPE D CURB

+09.81, 11.00 RT

BEGIN DROP CURB

END 3' TRANSITION

+40.24, 11.00 RT

BEGIN DROP CURB

END 3' TRANSITION

+22.11, 11.00 RT

BEGIN DROP CURB

END 3' TRANSITION

+04.57, 11.00 LT

BEGIN DROP CURB

END 3' TRANSITION

+41.81, 11.00 RT

BEGIN 3' TRANSITION

END DROP CURB

+72.24, 11.00 RT

BEGIN 3' TRANSITION

END DROP CURB

+36.57, 11.00 LT

BEGIN 3' TRANSITION

END DROP CURB

+44.81, 11.00 RT

BEGIN TYPE D CURB

END 3' TRANSITION

+75.24, 11.00 RT

BEGIN TYPE D CURB

END 3' TRANSITION

+39.57, 11.00 LT

BEGIN TYPE D CURB

END 3' TRANSITION

+01.57, 11.00 LT

BEGIN 3' TRANSITION

END TYPE D CURB

29.34 LT

+38.60

29.36 LT

+41.98

DROP CURB

DROP CURB

DROP CURBDROP CURB

11.00 LT

+80.00

11.00 RT

+95.00

29.31 LT

+31.60

+20.82, 32.25 LT

BEGIN TYPE D CURB

11.00 RT

+90.00

11.00 RT

+65.00

+88.20, 11.00 RT

BEGIN 3' TRANSITION

END TYPE D CURB

+91.20, 11.00 RT

BEGIN DROP CURB

END 3' TRANSITION

+23.20, 11.00 RT

BEGIN 3' TRANSITION

END DROP CURB

+26.20, 11.00 RT

BEGIN TYPE D CURB

END 3' TRANSITION

+32.50, 11.00 RT

24.00 LF

+07.20, 11.00 RT

30.05 RT

+78.90

30.44 RT

+38.60

17.80 LT

+38.65

17.77 LT

+08.57

DROP CURB

+93.54, 32.74 LT

END TYPE D CURB

29.41 LT

+82.15

12' CONC. SWK.

GRANITE CURB

REMOVE EXIST.

GRANITE CURB

REMOVE EXIST. GRANITE CURB

REMOVE EXIST.

29.58 LT

+90.13

28.65 LT

+90.13

EXIST. R/W

GRANITE CURB

REMOVE EXIST.

29.42 LT

+77.68

29.43 LT

+75.15

29.33 LT

+36.85

A-2

OVERBUILD

RESURFACING, &

LIMITS OF MILLING,

OVERBUILD

RESURFACING, &

LIMITS OF MILLING,

M-3 M-3 M-3 M-3

M-3

RESURFACING & OVERBUILD

LIMITS OF MILLING,

3" CONC. DITCH PAVEMENT

S-120 S-121

S-122

ST-24

18" RCP

18" CMP

18" RCP

18" PIPE

CONST. 59 LF OF

18" PIPE

CONST. 7 LF OF

DITCH

CONST.

DITCH

CONST.

DITCH

CONST.

DITCH

CONST.

DETAILS)

(SEE DRAINAGE

CONST. FLUME

DETAILS)

(SEE DRAINAGE

CONST. FLUME

DETAILS)

(SEE DRAINAGE

CONST. FLUME

DETAILS)

(SEE DRAINAGE

CONST. FLUME

DETAILS)

(SEE DRAINAGE

CONST. FLUME

c:\pw\kh1\d0110987\PLANRD09.dgnrobert.myers 3/19/2024 2:03:44 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

ROADWAY PLAN (5)

A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0

TO DROP CURB

FROM TYPE D CURB

3' TRANSITION

TYPE D CURB

EOP

DROP CURB

N.T.S.

T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

E L

E C

W A T E R

S A

N

S A

N

526 527

P O

T

S

T A

.1

R

R

L A

U R

A

S

T

COLLINS ST.

EXIST. PROPERTY LINE

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

¡ CONST. COLLINS ST.

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

AND RESURFACING

LIMITS OF MILLING

11.00 RT

+21.91

12' CONC. SWK12' CONC. SWK

CONC. SWK

VAR. WIDTH

CONC. SWK

VAR. WIDTH

Feet

0 5

N

STA. 526+46.05

END PROJECT

DETECTABLE WARNING

LEGEND

29.88 LT

+52.92

28.90 LT

+52.92

11.00 LT

+41.04

SAWCUT

SAWCUT TYPE D CURB

11.00 RT

+41.04

36.00 LF

+44.11, 11.00 RT

+66.11, 11.00 RT

BEGIN 3' TRANSITION

END DROP CURB

+69.11, 11.00 RT

BEGIN TYPE D CURB

END 3' TRANSITION

CURB

DROP

11.00 LT

+60.00

11.00 LT

+90.00

CURB

TYPE D

11.00 LT

+20.00

11.00 RT

+75.00

11.00 RT

+00.00

+38.02, 17.77 LT

W/ 3' VERT. TRANSITION

END TYPE D CURB

17.77 LT

+44.04

18.43 RT

+24.88

+18.70, 18.43 RT

W/ 3' VERT. TRANSITION

END TYPE D CURB

2' R

2' R

15.61 LT

+46.03

16.72 RT

+26.86

+41.07, 28.77 LT

MATCH EXIST.

END 6" CONC. SWK.

+21.89, 30.43 RT

MATCH EXIST.

END 6" CONC. SWK.

3 3

(SEE DRAINAGE DETAILS)

CONST. FLUME

GRANITE CURB

REMOVE EXIST.

GRANITE CURB

REMOVE EXIST.

3 33

30.32 LT

+46.81

30.43 RT

+48.63

30.74 RT

+02.15

29.14 LT

+02.15

M-3

OVERBUILD

RESURFACING, &

LIMITS OF MILLING,

OVERBUILD

RESURFACING, &

LIMITS OF MILLING,

18" RCP

"x

R C P

ST-29

ST-28

DITCH

CONST.

DITCH

CONST.

c:\pw\kh1\d0110987\PLANRD10.dgnrobert.myers 3/19/2024 2:04:00 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

ROADWAY PLAN (6)

A

T C

H

L I N

E

S

T A

.0

TO DROP CURB

FROM TYPE D CURB

3' TRANSITION

TYPE D CURB

EOP

DROP CURB

N.T.S.

B A

C K

F

L O

W W

A T E R

W A T E R c:\pw\kh1\d0110987\SPDTRD01.dgnrobert.myers 3/19/2024 2:04:15 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

RAISED MIDBLOCK

CROSSING DETAIL

0 10

Feet

COLLINS ST.

DROP CURB

TYPE D CURB

EXIST. R/W

COLLINS ST.

EL. 126.41

+01.39, 11.00 LT

EL. 126.92

+07.39, 11.00 LT

EL. 126.62

+01.39, 0.00 RT

EL. 127.14

+07.39, 0.00 RT

EL. 126.92

+07.39, 11.00 RT

EL. 126.41

+01.39, 11.00 RT

EL. 126.48

+23.39, 11.00 RT

EL. 126.95

+17.39, 11.00 RT

EL. 126.70

+23.39, 0.00 LT

EL. 127.17

+17.39, 0.00 LT

EL. 126.95

+17.39, 11.00 LT

EL. 126.48

+23.39, 11.00 LT

TYPE D CURB

TYPE D CURB

TYPE D CURB

12' CONC. SWK12' CONC. SWK

12' CONC. SWK12' CONC. SWK

¡ CONST. COLLINS ST.

EL. 126.92

+07.47, 11.67 LT

EL. 126.95

+17.47, 11.67 LT

EL. 126.95

+17.39, 11.67 RT

EL. 126.92

+07.39, 11.67 RT

EXIST. R/W

EXIST. R/W

EXIST. R/W

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C c:\pw\kh1\d0111149\DRXSRD01_PhaseI.dgnrobert.myers 3/19/2024 2:04:25 PM Rdxsrd_shg

REVISIONS

DATE DESCRIPTION

DRAINAGE STRUCTURES CITY OF COUNTY

PLANT CITY HILLSBOROUGH

655 NORTH FRANKLIN STREET, SUITE 150

VICTOR H. GALLO P.E.

KIMLEY-HORN AND ASSOCIATES

S-105

STA. 514+82.50 (21.35' LT)

INDEX 425-010, 425-021

ELEV. 128.40 (EOP)

FL 124.10 AH

TO S-107

CONST. 15" PIPE

S-105

E X I S

T

R

W

E X I S

T

R

W

2" W(D)

12" W(D)

8" S(D)

2" BFOC(D)

4-4" BFOC(D)

CONST. CURB INLET TYPE P-5

S-106

STA. 515+73.00 (22.60' RT)

INDEX 425-010, 425-021

ELEV. 128.13 (EOP)

TO ST-12

CONST. 36" PIPE

EXIST. 36" PIPE

PER INDEX 430-001

CONST. CONC. JACKET

EXIST. 36" PIPE

CONST. 36" PIPE

PER INDEX 430-001

CONST. CONC. JACKET

7.00'

S-106

E X I S

T

R

W

E X I S

T

R

W

FROM ST-11

FL ±121.45 AH

FL ±121.45 BK

2" W(D) 8" S(D)

12" W(D)

2" BFOC(D)

4-4" BFOC(D)

CONST. CURB INLET TYPE J-5 (7'x4' BOTTOM)

00 2020 4040 6060 8080 100100 120120140

514+82.50

515+73.00

1" = 10' Vertical

1" = 20' Horizontal

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

S-107

STA. 515+80.00 (19.20' LT)

INDEX 425-010, 425-052

FL 123.90 AH

FL 123.90 BK

CONST. DBI TYPE C

ELEV. 128.20 (GRATE)

TO S-109

FROM S-105

CONST. 15" PIPE

CONST. 15" PIPE

S-107

E X I S

T

R

W

E X I S

T

R

W

2" W(D)

12" W(D)

8" S(D)

4-4" BFOC(D)

2" BFOC(D)

TO S-109

CONST. 15" PIPE

S-108

STA. 516+75.00 (13.68' LT)

FL 123.90 LT

INDEX 425-010, 425-021

ELEV. 128.15 (EOP)

S-108

E X I S

T

R

W

E X I S

T

R

W

2" W(D)

12" W(D)

10" S(D)

4-4" BFOC(D)2" BFOC(D)

CONST. CURB INLET TYPE P-5

00 2020 4040 6060 8080 100100 120120140160

515+80.00

516+75.00

1" = 10' Vertical

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

CONST. 15" PIPE

CONST. 15" PIPE

CONST. 15" PIPE

S-109

STA. 516+76.80 (22.45' LT)

FL 121.90 AH

INDEX 425-001, 425-010

FL 123.70 BK

FL 123.70 RT

TO ST-17

FROM S-108

FROM S-107

EXIST. 15" PIPE

PER INDEX 430-001

CONST. CONC. JACKET

ELEV. 128.01 (RIM)

S-109

E X I S

T

R

W

E X I S

T

R

W

2" W(D)

12" W(D)

10" S(D)

4-4" BFOC(D)

2" BFOC(D)

CONST. MH TYPE J-7 (5' DIA. BOTTOM)

TYPE I ADJUSTABLE FRAME

S-110A

STA. 519+04.50 (2.42' LT)

FL 123.10 LT

FL 123.10 RT

S-111

STA. 519+04.50 (20.80' RT)

FL 123.30 LT

ELEV. 127.10 (GRATE)

INDEX 425-010, 425-041

S-110

STA. 519+04.50 (12.85' LT)

FL 123.30 RT

INDEX 425-010, 425-024

CONST. GUTTER INLET TYPE V

CONST. 18" PIPE

CONST. 18" PIPE

EXIST. 36" PIPE

EXIST. 36" PIPE

FL 119.19 AH (EXIST.)

FL 119.24 BK (EXIST.)

ELEV. 128.19 (EXIST. RIM)TO ST-19

FROM ST-17

ELEV. 127.48 (EOP)

S-111

S-110A

S-110

CONNECT 15" PIPE RT,LT

E X I S

T

R

W

10" W(D)

10" S(D)

4-4" BFOC(D)

2" BFOC(D)

CONST. CURB INLET TYPE P-9

EXIST. DRAINAGE STRUCTURE

00 2020 4040 6060 8080 100100 120120140160

516+76.80

519+04.50

1" = 10' Vertical

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C c:\pw\kh1\d0111149\DRXSRD01_PhaseI.dgnrobert.myers 3/19/2024 2:04:26 PM Rdxsrd_shg

DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

S-112

STA. 521+18.45 (18.70' LT)

INDEX 425-001, 425-010

ELEV. 127.08 (RIM)

FL 118.88 BK (EXIST.)

FL 118.81 AH (EXIST.)

EXIST. 36" PIPE

EXIST. 36" PIPE

FROM ST-19

TO S-114

S-112

10" W(D)

10" S(D)

4-4" BFOC(D)

2" BFOC(D)

CONST. MH TYPE J-7 (PARTIAL)

S-113

STA. 521+25.90 (11.00' RT)

FL 123.00 AH

INDEX 425-010, 425-024

TO S-116

CONST. 18" PIPE

S-113

1:4

10" W(D)

10" S(D)36" RCP

4-4" BFOC(D)

2" BFOC(D)

ELEV. 126.23 (EOP)

CONST. CURB INLET TYPE P-9

00 2020 4040 6060 8080 100100 120120140160

521+18.45

521+25.90

1" = 10' Vertical

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

1:

S-114

STA. 521+53.30 (38.47' LT)

OUTFALL

TO OFFSITE

FROM S-112

FROM S-115

CONST. 30" PIPE

EXIST. 36" PIPE

EXIST. 36" PIPE

ELEV. 125.97 (EXIST. RIM)

FL 119.13 AH

FL 118.71 BK (EXIST.)

FL 118.34 LT (EXIST.)

S-114

CONNECT 30" PIPE AH

10" W(D)

10" S(D)

4-4" BFOC(D)

2" BFOC(D)

EXIST. DRAINAGE STRUCTURE

S-115

S-115

STA. 521+66.30 (11.00' LT)

FL 122.00 AH

INDEX 425-010, 425-024

ELEV. 126.37 (EOP)

FL 121.30 RT

FL 121.30 LT TO S-114

6.00'

CONST. 19"x30" PIPE

1:4 1:

FROM ST-24

14.00'

CONST. 18" PIPE

EXIST. 18" PIPE

CONST. 18" PIPE

PER INDEX 430-001

CONST. CONC. JACKET

FROM OFFSITE

S-117

STA. 521+67.15 (31.68' RT)

INDEX 425-010, 425-052

CONST. DBI TYPE C

ELEV. 125.48 (GRATE)

FL 123.00 LT

FL 123.26 RT (EXIST.)

S-116

STA. 521+67.15 (9.50' RT)

FL 123.21 AH

INDEX 425-010, 425-024

ELEV. 126.37 (EOP)

FL 122.74 RT

FL 121.45 LT

S-117

S-116

FL 122.80 BK

CONST. 18" PIPE

FROM S-113

4.4'

10" W(D)

10" S(D)

4-4" BFOC(D)

2" BFOC(D)

CONST. 12" PIPE

PER INDEX 430-001

CONST. CONC. JACKET

CONST. 30" PIPE

CONST. 18" PIPE

FROM S-115A

1:

CONST. CURB INLET TYPE J-9 (14'x5' BOTTOM)

CONST. CURB INLET TYPE J-9 (6'x5' BOTTOM)

00 2020 4040 6060 8080 100100 120120140160

521+53.30

521+66.30

1" = 10' Vertical

1" = 20' Horizontal

521+67.15

4-4" BFOC(D)

2" BFOC(D)

10" S(D)

18" CMP

PROP. BE

10" W(D)

E X I S

T

R

W

E X I S

T

R

W

1:

S-116A

S-115AS-116A

STA. 522+26.50 (13.12' RT)

FL 122.50 LT

ELEV. 126.32 (GRATE)

INDEX 425-010, 425-041

CONST. GUTTER INLET TYPE V

S-115A

STA. 522+26.50 (10.50' LT)

FL 122.30 AH

INDEX 425-010, 425-024

FL 122.30 BK

FL 122.30 RT

CONST. 18" PIPE

CONST. 18" PIPE

FROM S-119

TO S-115ELEV. 126.50 (EOP)

CONST. CURB INLET TYPE P-9

¡ CONST. COLLINS ST.

¡ CONST. COLLINS ST.

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

S-119

STA. 522+49.60 (17.17' LT)

INDEX 425-010, 425-052

FL 122.50 BK

CONST. DBI TYPE C

ELEV. 126.17 (GRATE)

CONST. 18" PIPE

1:4

S-119

E X I S

T

R

W

E X I S

T

R

W

10" W(D)

10" S(D)

18" RCP

4-4" BFOC(D)

2" BFOC(D)

TO S-115A

00 2020 4040 6060 8080 100100 120120140160

522+49.60

1" = 10' Vertical

1" = 20' Horizontal

522+26.50

S-120

STA. 523+65.00 (15.50' RT)

INDEX 425-010, 425-052

FL 123.80 AH

CONST. DBI TYPE C

ELEV. 126.60 (GRATE)

TO S-121

S-120

CONST. 18" PIPE

DRIVEWAY

10" W(D)

10" S(D)

18" CMP

E

X I S

T

R

W

E X I S

T

R

W

127.10

0.020.02

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

¡ CONST. COLLINS ST.

¡ CONST. COLLINS ST.

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DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

S-121

STA. 524+27.00 (15.50' RT)

FL 123.70 BK

FROM S-120

FL 123.70 RT

S-122

STA. 524+27.00 (25.45' RT)

INDEX 425-001, 425-010

CONST. JUNCTION BOX TYPE P-7

ELEV. 127.15 (TOP)

FL 123.60 LT

FL 124.65 BK (EXIST.)

FL 124.57 AH (EXIST.)

CAST-IN-PLACE

EXIST. 18" PIPE

FROM ST-29

TO ST-24

EXIST. 18" PIPE

S-121

S-122

CONST. 18" PIPE

CONST. 18" PIPE

10" W(D)

10" S(D)

4-4" BFOC(D)

2" BFOC(D)

ELEV. 126.80 (GRATE)

CONST. DBI TYPE C

INDEX 425-010, 425-052

523+65.00

00 2020 4040 6060 8080 100100 120120140160

524+27.00

1" = 10' Vertical

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C c:\pw\kh1\d0110987\RDXSRD01.dgnrobert.myers 3/19/2024 2:04:38 PM Rdxsrd_shg

DATE DESCRIPTION

CROSS SECTIONS CITY OF COUNTY

KIMLEY-HORN AND ASSOCIATES

E X I S

T

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E X I S

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129.35

10" S(D)

8" S(D)

12" W(D) BT(D)

4-4" BFOC(D)

2" BFOC(D)

2" W(D)

STA. 513+50.00

BEGIN EARTHWORK

BEGIN PROJECT

E X I S

T

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E X I S

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129.27

10" S(D)

8" S(D)

12" W(D)

0.03

BT(D)

36" RCP4-4" BFOC(D)

2" BFOC(D)

2" W(D)

0.05

0.02 0.02

E X I S

T

R

W

E X I S

T

R

W

129.15

10" S(D)

8" S(D)

12" W(D)

36" RCP4-4" BFOC(D)

2" BFOC(D)

2" W(D)

0.06 0.02 0.02 0.03

00 2020 4040 6060 8080 100100 120120140160

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

513+50.00

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

514+00.00

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

514+50.00

1" = 10' Vertical

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DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

E X I S

T

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E X I S

T

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129.00

10" S(D) 8" S(D)

12" W(D)2" W(D)

36" RCP4-4" BFOC(D)

2" BFOC(D)

0.06 0.02 0.02 0.03

E X I S

T

R

W

E X I S

T

R

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128.83

10" S(D) 8" S(D)

12" W(D)

36" RCP4-4" BFOC(D)

2" BFOC(D)

2" W(D)

0.02 0.02 0.03

E X I S

T

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E X I S

T

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128.71

10" S(D) 8" S(D)

12" W(D)2" W(D)

36" RCP

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

EXIST. DRIVEWAY

0.02 0.02 0.03

00 2020 4040 6060 8080 100100 120120140160

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

515+00.00

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

515+50.00

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

516+00.00

1" = 10' Vertical

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DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

E X I S

T

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E X I S

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E X I S

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B U I L

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128.53

10" S(D) 8" S(D)

12" W(D)2" W(D)

36" RCP4-4" BFOC(D)

2" BFOC(D)

PROP. BE

0.02 0.02 0.03

10" S(D) 36" RCP

15" RCP

E X I S

T

R

W

128.21

12" W(D)BT(D)

4-4" BFOC(D)

2" BFOC(D)

BT(D)

PROP. BE

10" S(D)36" RCP

10" W(D)

E X I S

T

R

W

E X I S

T

R

W

128.21

1:

4 0.020.02

4-4" BFOC(D)

2" BFOC(D) PROP. BE

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

00 2020 4040 6060 8080 100100 120120140160

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

516+50.00

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

517+00.00

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

517+50.00

1" = 10' Vertical

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C c:\pw\kh1\d0110987\RDXSRD01.dgnrobert.myers 3/19/2024 2:04:39 PM Rdxsrd_shg

DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

10" W(D)

10" S(D)36" RCP

E X I S

T

R

W

E X I S

T

R

W

128.16

1:

4 0.020.02

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

10" W(D)

10" S(D)36" RCP

E X I S

T

R

W

E X I S

T

R

W

127.86

1:

4 0.02 0.02

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

00 2020 4040 6060 8080 100100 120120140160

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

518+00.00

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

518+50.00

1" = 10' Vertical

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DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

10" W(D)

10" S(D)36" RCP

E X I S

T

R

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127.67

1:

4 0.02 0.02

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

10" W(D)

10" S(D)36" RCP

E X I S

T

R

W

E X I S

T

R

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127.45

1:

4 0.02 0.02

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

10" W(D)

10" S(D)36" RCP

E X I S

T

R

W

E X I S

T

R

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1:

127.29

0.02 0.02

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

00 2020 4040 6060 8080 100100 120120140160

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

519+00.00

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

519+50.00

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

520+00.00

1" = 10' Vertical

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DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

10" W(D)

10" S(D)36" RCP

E X I S

T

R

W

E X I S

T

R

W

127.02

1:

4 0.02 0.02

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

10" W(D)

10" S(D)36" RCP

E X I S

T

R

W

E X I S

T

R

W

126.75

1:

0.02 0.02

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

10" W(D)

10" S(D)36" RCP

126.58

1:

0.02 0.02 1:4 0.02

4-4" BFOC(D)

BT(D)

2" BFOC(D)

PROP. 18" RCP

PROP. BE

00 2020 4040 6060 8080 100100 120120140160

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

520+50.00

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

521+00.00

120 120

122 122

124 124

126 126

521+50.00

1" = 10' Vertical

T

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DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

10" W(D)

10" S(D)

18" CMP

E X I S

T

R

W

E X I S

T

R

W

126.62

1:

4 0.020.02 1:4

0.02 0.08

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

4-4" BFOC(D) PROP. 18" RCP

2" BFOC(D)

PROP. BE

B O

S W

E

L

.4

DRIVEWAY

10" W(D)

10" S(D)

18" CMP

E X I S

T

R

W

E X I S

T

R

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126.79

0.020.02 1:

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

EL. 126.17

DRIVEWAY

10" W(D)

10" S(D)

18" CMP

E X I S

T

R

W

E X I S

T

R

W

126.95

0.020.02 1:4 0.01

1:3

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

EL. 126.30

00 2020 4040 6060 8080 100100 120120140160

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

522+00.00

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

522+50.00

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

523+00.00

1" = 10' Vertical

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C c:\pw\kh1\d0110987\RDXSRD01.dgnrobert.myers 3/19/2024 2:04:40 PM Rdxsrd_shg

DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

DRIVEWAY

10" W(D)

10" S(D)

18" CMP

E X I S

T

R

W

E X I S

T

R

W

127.10

0.020.02 1:4

1:3

4-4" BFOC(D)

2" BFOC(D)

PROP. BEEL. 126.45

10" W(D)

10" S(D)

18" CMP

E X I S

T

R

W

127.18

0.020.02

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

00 2020 4040 6060 8080 100100 120120140160

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

523+50.00

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

524+00.00

1" = 10' Vertical

T

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DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

DRIVEWAY

10" W(D)

10" S(D)

12"X18" RCP

E X I S

T

R

W

E X I S

T

R

W

E X I S

T

B U I L

D I N

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127.34

0.020.021:

1:3

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

EL. 126.78

0.02

E L

.3

10" W(D)

10" S(D)

12"X18" RCP

E X I S

T

R

W

E X I S

T

R

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127.60

0.020.02 1:41:

1:31:3

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

EL. 126.95EL. 127.00

0.020.02

E L

.5

E L

.6

00 2020 4040 6060 8080 100100 120120140160

118 118

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

524+50.00

118 118

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

525+00.00

1" = 10' Vertical

T

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DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

DRIVEWAY

10" W(D)

10" S(D)

12"X18" RCP

E X I S

T

R

W

E X I S

T

R

W

127.88

0.020.021:

1:3

4-4" BFOC(D)

2" BFOC(D)

PROP. BE

EL. 127.29

0.02

E L

.8

10" W(D)

10" S(D)

12"X18" RCP

E X I S

T

R

W

E X I S

T

R

W

E X I S

T

B U I L

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128.40

0.020.02 1:41:

1:3 1:3

4-4" BFOC(D)

2" BFOC(D)

STA. 526+46.05

END EARTHWORK

END PROJECT

BFOC(D) EL. 127.65

EL. 127.70

0.0040.01

E L

.2

E L

.1

00 2020 4040 6060 8080 100100 120120140160

118 118

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

525+50.00

118 118

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

526+00.00

1" = 10' Vertical

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DATE DESCRIPTION

DRIVEWAY HALF SECTIONS CITY OF COUNTY

KIMLEY-HORN AND ASSOCIATES

4.77'4'

0.01

E X I S

T

R

W

8" S(D)

7.4'8'

0.00 0.00

E X I S

T

R

W

10" S(D)

6.36'8'

0.00 0.00

E X I S

T

R

W

10" S(D)

00 2020 4040 6060 8080 100100 120120140

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

515+13.17

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

515+35.94

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

516+05.27

1" = 10' Vertical

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DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

4.84' 7'

0.02

36" RCP

10" S(D)

E X I S

T

R

W

0.02

4.88' 12' E X I S

T

R

W

10" S(D)

18" CMP

0.01

4.51'12'E X I S

T

R

W

10" W(D)

00 2020 4040 6060 8080 100100 120120140

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

520+32.87

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

522+42.87

126 126

128 128

130 130

132 132

134 134

136 136

138 138

523+22.11

1" = 10' Vertical

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DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

0.01

4.98' 12' E X I S

T

R

W

10" S(D)

18" CMP

12"X18" RCP

10" S(D)

12"X18" RCP

10" S(D)

0.016

5.23' 12'

0.02

5.44' 12' E X I S

T

R

W

12"X18" RCP

10" S(D)

00 2020 4040 6060 8080 100100 120120140

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

523+25.81

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

524+07.20

1" = 10' Vertical

1" = 20' Horizontal

524+56.24

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DATE DESCRIPTION

KIMLEY-HORN AND ASSOCIATES

0.02

4.72'12'E X I S

T

R

W

10" W(D)

0.01

5.43' 12' E X I S

T

R

W

12"X18" RCP

10" S(D)

00 2020 4040 6060 8080 100100 120120140

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

525+20.57

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

525+44.11

1" = 10' Vertical

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REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

189 SOUTH ORANGE AVE, SUITE 1000

ORLANDO, FL 32801

VICTOR H. GALLO P.E.

of these construction plans. The first sheet of the construction plans

Stormwater Pollution Prevention Plan includes several items:

- the documents referenced in this narrative,

- the Contractor's approved Erosion Control Plan required by Section

104 of the FDOT Standard Specifications for Road and Bridge

Construction (latest edition) hereinafter referred to as the 'Section

104 Erosion Control Plan', and

- reports of inspection made during construction.

1.0 SITE DESCRIPTION

1.a Nature of Construction Activity:

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 sewer construction for the roadway improvements.

2. Storm sewer construction. Construct the storm drain pipe in the upstream direction.

3. Earthwork associated with roadway , and construction of curb, subgrade, base, pavement, and sidewalk.

1.c Area Estimates:

1.d Runoff Data:

Runoff Coefficients

Runoff Coefficient for Impervious Areas: C = 0.95

Runoff Coefficient for Pervious Areas: C = 0.25

(called the Cover Sheet) contains an index to the other sheets. The complete

Runoff Coefficient for Wet Areas: C = 1.00

1.e Soils Data:

The…