36-IFB-26-00287 Plans - ROADWAY.pdf

N

20 21

30 29

Cr

Mullis

BRADY

APT.

V et er an s

E xp w y

Exit 6A

Exit 6B

Exit 7

W. Waters Ave.

Hwy.

H en de rs on

Linebaugh Rd.

Lake

Carroll

City

Sw eet wa ter

10:26:39 AM P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\keysrd01.dgnmcannon 8/28/2025

CONTRACT PLANS

LOCATION MAP

LENGTH OF PROJECT

DESCRIPTION MILES

BRIDGES

NET LENGTH OF PROJECT

EXCEPTIONS

GROSS LENGTH OF PROJECT

COUNTY C.I.P. PROJECT MANAGER: MANUEL SANTOS, E.I.

CONTRACT PLANS COMPONENTS:

INDEX OF ROADWAY PLANS

N .T .S

U .S

U .S

I-

S.R. 674

S.R. 60

S .R

U .S

I-

R a c e

Tr a c K

R d

Ehrlich Rd

D a le

M a b r y

H w y

Hillsborough Ave.

S.R. 580

SHEET NO.

ROADWAY

CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY HAVE

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

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2025-26 Standard Plans for Road and

GOVERNING STANDARD SPECIFICATIONS:

GOVERNING STANDARD PLANS:

CIP # 69600318

69600318 26 1

CIP NO.

FISCAL

YEAR

SHEET

NO.

as directed under the Hillsborough County Standard Specifications for Construction.

LINEAR FT.

0.000

0.000

0.00

SHEET DESCRIPTION

0.230

LOCATION OF PROJECT

https://goo.gl/maps/BwKoVN3qfFSoocJV8

R -1

-E

R -1

-E

R -1

-E

R -1

-E

TO TAMPA

F L in in g

B lv d.

CR 584 (WATERS AVENUE)

A nderson R d

SECTION 19, 20, 29, & 30 TOWNSHIP 28S RANGE 18E

TO BROOKSVILLE

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O

F I

C I

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TERRACE

TEMPLE

TO

0.00

STA. 192+50.00

END PROJECT

STA. 180+33.00

BEGIN PROJECT

AT FLORIDA MINING BLVD. INTERSECTION IMPROVEMENTS

ROADWAY PLANS

Hillsborough County Public Works Standard Specifications for Construction October 2023

SIGNALIZATION PLANS

1217.00

0.2301217.00

0.2301217.00

THE BOARD OF COUNTY COMMISSIONERS

PLANS PREPARED BY:

1 KEY SHEET

2 SIGNATURE SHEET

3 - 5 SUMMARY OF PAY ITEMS

6 TYPICAL SECTION

7 SUMMARY OF DRAINAGE STRUCTURES

8 PROJECT CONTROL

9 GENERAL NOTES

10 - 12 ROADWAY PLAN

13 - 15 DRAINAGE STRUCTURES

16 - 18 SPECIAL DETAILS

19 - 24 CROSS SECTIONS

25 DRIVEWAY SECTION

26 - 29 TEMPORARY TRAFFIC CONTROL PLAN

30 - 34 UTILITY ADJUSTMENTS

UT-1 - UT-2 UTILITY RELOCATION GENERAL NOTES

UT-3 UTILITY RELOCATION PLAN-PROFILE

UT-4 - UT-5 UTILITY RELOCATION STANDARD DETAILS

SQ-1 - SQ-5 SUMMARY OF QUANTITIES

SQ-6 TABULATION OF QUANTITIES

* UTV-1 - UTV-2 VERIFIED UTILITY LOCATE

* GR-1 REPORT OF CORE BORINGS

consultant-cip-project-resources/standard-details-and-project-plan-sheet-templates https://www.hillsboroughcounty.org/en/government/county-projects/

Hillsborough County Standard Details and General Notes are available at the following website:

and FDOT Standard Specifications for Roadway and Bridge Construction FY 2025-26, Divisions II & III

COMMISSIONERJOSHUA WOSTAL

COMMISSIONERHARRY COHEN

COMMISSIONERDONNA CAMERON CEPEDA

COMMISSIONERCHRIS BOLES

CHAPLAINGWENDOLYN "GWEN" MYERS

VICE-CHAIRCHRISTINE MILLER

CHAIRKEN HAGAN

HILLSBOROUGH COUNTY

PUBLIC WORKS ADMINISTRATION

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VENDOR NO.: 56-2565688

(813) 386-2101

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

ENGINEER OF RECORD:

P.E. NO.: 86295

LYNN M. DECKER, P.E.

sheet is contained in a separate signed and sealed document.

to indicate that it is part of the Roadway Plans. This

* This sheet is included in the Index of Roadway Plans only

S C

A L https://www.google.com/maps/place/W+Waters+Ave+%26+Florida+Mining+Blvd,+Town+'N'+Country,+FL+33634/@28.0254973,-82.5356865,17z/data=!3m1!4b1!4m5!3m4!1s0x88c2c19617d91511:0x84f548d75c8fbb4f!8m2!3d28.0254973!4d-82.5334978

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 86295

LYNN M. DECKER, P.E.

STATE OF

No 86295

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LYNN M. DECKER, P.E. NO. 86295

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO. SHEET DESCRIPTION

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO. SHEET DESCRIPTION

HEATHER A. ROCHA, P.E., NO. 80378

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO. SHEET DESCRIPTION

STATE OF

No 82646

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VICKEN SERPEKIAN P.E., NO. 82646

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP

STATE OF

No 80378

R E

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NE LANOI

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ESNECI

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DIROL

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OR NNA REHT

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO. SHEET DESCRIPTION

1 KEY SHEET

2 SIGNATURE SHEET

3 SUMMARY OF PAY ITEMS

6 TYPICAL SECTION

8 PROJECT CONTROL

9 GENERAL NOTES

10 - 12 ROADWAY PLAN

16 - 18 SPECIAL DETAILS

19 - 24 CROSS SECTIONS

25 DRIVEWAY SECTION

26 - 29 TEMPORARY TRAFFIC CONTROL PLAN

30 - 34 UTILITY ADJUSTMENTS

SQ-1 - SQ-5 SUMMARY OF QUANTITIES

2 SIGNATURE SHEET

7 SUMMARY OF DRAINAGE STRUCTURES

13 - 15 DRAINAGE STRUCTURES

2 SIGNATURE SHEET

4 SUMMARY OF PAY ITEMS

2 SIGNATURE SHEET

5 SUMMARY OF PAY ITEMS

UT-1 - UT-2 UTILITY RELOCATION GENERAL NOTES

UT-3 UTILITY RELOCATION PLAN AND PROFILE

UT-4 - UT-5 UTILITY RELOCATION STANDARD DETAILS

SQ-6 TABULATION OF QUANTITIES

STATE OF

No 54798

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DEREK M. GIL, P.E. NO. 54798

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\signrd01.dgn10:26:39 AM

CIP NO. SHT. NO.

DESCRIPTION

REVISIONS

DATE DESCRIPTION

69600318

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

cr (waters ave) at florida mining blvd584

SIGNATURE SHEET 2

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 86295

LYNN M. DECKER, P.E.

PAY ITEMS

SUMMARY OF ROADWAY

NO.

PAY ITEM

PAY ITEM DESCRIPTION UNIT TOTAL

01020-1 MOBILIZATION LS 1

201500-001 MAINTENANCE OF TRAFFIC LS 1

104-10-3 SEDIMENT BARRIER LF 88

104-18 INLET PROTECTION SYSTEM EA 6

110-1-1 CLEARING & GRUBBING (AC = 0.44) LS 1

110-4-10 REMOVAL OF EXIST. CONCRETE SY 746

120-1 REGULAR EXCAVATION CY 176.9

120-6 EMBANKMENT CY 2.8

160-4 TYPE B STABLIZATION SY 299

285-709 OPTIONAL BASE, BASE GROUP 09 SY 254

286-1 TURNOUT CONSTRUCTION/DRIVEWAY BASE- OPTIONAL MATERIALS SY 132

327-70-6 MILLING EXIST ASPH PAVT (1 1/2" AVG DEPTH) SY 5079

334-1-55 SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC E) (PG 76-22) TN 52.8

337-7-88 ASPHALT CONCRETE FRICTION COURSE FC-12.5 (TRAFFIC E) (PG 76-22) TN 431.5

425-1351 INLETS, CURB, TYPE P-5, <10 EA 1

425-1361 INLETS, CURB, TYPE P-6, <10 EA 1

425-1541 INLETS, DT BOT, TYPE D,<10' EA 1

425-2-71 MANHOLES, J-7, <10' EA 1

425-2-73 MANHOLES, J-7, PARTIAL EA 1

430175118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF 37

430175124 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24"S/CD LF 5

430175130 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 30"S/CD LF 51

430175218 PIPE CULVERT,OPTIONAL MATERIAL,OTHER-ELIP/ARCH, 18"S/CD LF 9

436-1-1 TRENCH DRAIN STANDARD LF 43

520-1-10 CONCRETE CURB, TYPE F LF 392

520-1-12 CONCRETE CURB & GUTTER, TYPE F WITH SPECIAL GUTTER PROFILE LF 23

520-2-4 CONCRETE CURB, TYPE D LF 11

520-70 CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH SY 435

522-2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 678

527-2 DETECTABLE WARNINGS SF 180

570-1-2 PERFORMANCE TURF, SOD SY 633

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\cessrd01.dgn10:26:40 AM

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69600318

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

SUMMARY OF PAY ITEMS

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\cessrd01.dgn10:26:40 AM

REVISIONS

DATE DESCRIPTION

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696003181713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

PAY ITEMS

SUMMARY OF SIGNALIZATION

NO.

PAY ITEM

PAY ITEM DESCRIPTION UNIT TOTAL

630-2-11 CONDUIT (F&I) (OPEN TRENCH) LF 1195

630-2-12 CONDUIT (F&I) (DIRECTIONAL BORE) LF 265

632-7-1 SIGNAL CABLE (NEW OR RECONSTRUCTED INTERSECTION) (F&I) PI 1

633-1-121 FIBER OPTIC CABLE (F&I) (UNDERGROUND) (2-12 FIBERS) LF 925

633-1-122 FIBER OPTIC CABLE (F&I) (UNDERGROUND) (12-48 FIBERS) LF 710

633-1-420 FIBER OPTIC CABLE (RELOCATE) (UNDERGROUND) LF 1815

633-2-31 FIBER OPTIC CONNECTION (INSTALL) (SPLICE) EA 64

633-2-32 FIBER OPTIC CONNECTION (INSTALL) (TERMINATION) EA 12

633-3-11 FIBER OPTIC CONNECTION HARDWARE (F&I) (SPLICE ENCLOSURE) EA 3

633-3-12 FIBER OPTIC CONNECTION HARDWARE (F&I) (SPLICE TRAY) EA 5

633-3-14 FIBER OPTIC CONNECTION HARDWARE (F&I) (BUFFER TUBE FAN OUT KIT) EA 1

633-3-16

TERMINATED)

FIBER OPTIC CONNECTION HARDWARE (F&I) (PATCH PANEL - FIELD

EA 1

633-3-17 FIBER OPTIC CONNECTION HARDWARE (F&I) (CONNECTOR PANEL) EA 1

633-4-1 SIGNALS COMMUNICATION CABLE (TWISTED PAIR CABLE) (F&I) LF 710

633-6 FIBER OPTIC CABLE LOCATOR DA 226

635-2-11 PULL & SPLICE BOX (F&I) (13" x 24" COVER SIZE) EA 3

635-2-12 PULL & SPLICE BOX (F&I) (24" x 36" COVER SIZE) EA 1

635-2-13 PULL & SPLICE BOX (F&I) (30" x 60" COVER SIZE) EA 1

635-2-14 PULL & SPLICE BOX (F&I) (17" x 30" COVER SIZE) EA 14

639-1-122

CONTRACTOR FROM POWER COMPANY)

ELECTRICAL POWER SERVICE (F&I) (UNDERGROUND, METER PURCHASED BY

AS 1

639-2-1 ELECTRICAL SERVICE WIRE (F&I) LF 245

639-3-11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1

641-2-12 PRESTRESSED CONCRETE POLE (F&I) (P-II SERVICE POLE) (12') EA 2

646-1-11 ALUMINUM SIGNALS POLE (PEDESTAL) EA 8

649-23-2

FOUNDATION)

STEEL MAST ARM ASSEMBLY (INSTALL) (CONTRACTOR PROVIDED

EA 2

650-1-11 VEHICULAR TRAFFIC SIGNAL, (F&I ALUMINUM)(1 SECTION) (1 WAY) AS 8

650-1-14 VEHICULAR TRAFFIC SIGNAL (F&I ALUMINUM) (3 SECTION) (1 WAY) AS 12

650-1-16 VEHICULAR TRAFFIC SIGNAL (F&I ALUMINUM) (4 SECTION) (1 WAY) AS 2

653-1-11 PEDESTRIAN SIGNAL (F&I) (LED COUNTDOWN) (1 WAY) AS 8

660-3-11

EQUIPMENT)

VEHICLE DETECTION SYSTEM (MICROWAVE) (FURNISH & INSTALL) (CABINET

EA 1

660-3-12

GROUND EQUIPMENT)

VEHICLE DETECTION SYSTEM (MICROWAVE) (FURNISH & INSTALL) (ABOVE

EA 4

663-1-111

ELECTRONICS)

SIGNAL PRIORITY AND PREEMPTION SYSTEM (F&I) (OPTICAL) (CABINET

EA 1

663-1-112 SIGNAL PRIORITY AND PREEMPTION SYSTEM (F&I) (OPTICAL) (DETECTOR) EA 2

665-1-11 PEDESTRIAN DETECTOR (F&I) (STANDARD) EA 8

670-5-112 TRAFFIC CONTROLLER ASSEMBLY (F&I) (NEMA) (2 PREEMPTION) AS 1

676-1-132 UNWIRED SIZE 2) (20" W x 32" H x 14" D)

TRAFFIC SIGNAL CONTROLLER CABINET (F&I W/OUT CONTROLLER) (NEMA

EA 1

682-1-143

IP, HIGH DEFINITION

ITS CCTV CAMERA, F&I, EXTERNAL POSITIONER PTZ- NON-PRESSURIZED,

EA 1

684-1-1 MANAGED FIELD ETHERNET SWITCH (F&I) EA 1

685-1-14

CABINET)

UNINTERRUPTIBLE POWER SUPPLY (F&I) (ONLINE/DOUBLE CONVERSION WITH

EA 1

700-3-201 SIGN PANEL (F&I) (OVERHEAD MOUNT) (UP TO 12 SF) EA 2

700-5-22 INTERNALLY ILLUMINATED SIGN (F&I) (OVERHEAD MOUNT) (12-18 SF) EA 4

PAY ITEMS

SUMMARY OF ITS

NO.

PAY ITEM

PAY ITEM DESCRIPTION UNIT TOTAL

611-1-1 ITSFM SUBSURFACE DOCUMENTATION- PROJECT LENGTH MI 0.10

611-2-1 ITSFM LOCATION DOCUMENTATION- INTERSECTION EA 1

PAY ITEMS

SUMMARY OF SIGNING AND PAVEMENT MARKINGS

NO.

PAY ITEM

PAY ITEM DESCRIPTION UNIT TOTAL

700-1-111

12 SF

SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN

EA 5

700-1-112

SF

SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 12.0-20.0

EA 3

700-1-113

SF

SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 20.1-30.0

EA 1

700-1-500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 3

700-1-600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 9

700-13-15 RETROREFLECTIVE SIGN STRIP- FURNISH AND INSTALL, 5' EA 1

704-1-4 TUBULAR MARKER, 36" YELLOW POST EA 6

705-10-1 OBJECT MARKER, TYPE 1 EA 2

706-1-3 RAISED PAVEMENT MARKER, TYPE B EA 181

710-11-290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF 108

711-11-124

CHEVRONS

THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND

LF 104

711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID FOR STOP LINE, 24" LF 148

711-11-141

EXTENSION, 6"

THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP

GM 0.08

711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 7

711-11-224

CHEVRONS

THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONALS AND

LF 57

711-11-241

EXTENSION, 6"

THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE/ 6-10 GAP

GM 0.04

711-14-123 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 12" FOR CROSSWALK LF 647

711-14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 589

711-14-160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE (BIKE) EA 4

711-14-170 THERMOPLASTIC, PREFORMED, WHITE, ARROW (BIKE THRU) EA 4

711-16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 0.26

711-16-102 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 8" GM 0.04

711-16-131 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SKIP, 6",10-30 GM 0.11

711-16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 0.26

920-714-100 GREEN COLORED PAVEMENT MARKINGS, BIKE LANE SF 365

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

SUMMARY OF PAY ITEMS

5 SUMMARY OF PAY ITEMS

PAY ITEMS

SUMMARY OF UTILITIES

NO.

PAY ITEM

PAY ITEM DESCRIPTION UNIT TOTAL

1050 16002 UTILITY PIPE, REMOVE & DISPOSE, 2-4.9" LF 40

1050 31204 UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH & INSTALL, WATER/SEWER, 4" LF 43

1050 61112 UTILITY PIPE- STEEL, FURNISH & INSTALL, CASING 12" LF 25

1055 51104 UTILITY FITTINGS, DUCTILE IRON/CAST IRON, FURNISH & INSTALL ELBOW, 4" EA 4

1060 100 UTILITY BYPASSING, MAINTENANCE OF EXISTING SEWER FLOWS EA 2

1080 29104 UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH & INSTALL, 4" EA 10

1713 E. 9th AVENUE

TAMPA, FL 33605

ELEMENT ENGINEERING GROUP, LLC

DEREK M. GIL, P.E.

P.E. LICENSE NUMBER 54798

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\cessrd01.dgn10:26:40 AM

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69600318

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 86295

LYNN M. DECKER, P.E.

11'± 11'± 11'±

LANE

BIKE

MILLING & RESURFACING

£ SURVEY

11'± 11'± 11'±

LANE

BIKE

MILLING & RESURFACING

Exist. C&G

Exist. Asphaltic Pavt.

Exist. Base

MATCH EXIST. MATCH EXIST.

Exist. C&G

Exist. SWK

R/W LINE R/W LINE

Separator

Exist. Traffic

NTS

STA. 187+40.00 TO STA. 192+50.00

PAVEMENT DESIGN

MILL EXISTING ASPHALT PAVEMENT (1.5" AVG. DEPTH)

FRICTION COURSE TYPE FC-12.5 (TRAFFIC E) (1.5") (PG 76-22)

MILLING MAINLINE AND TURN LANES

Natural Ground

Natural Ground

TRAFFIC DATA

RESURFACING MAINLINE AND TURN LANES

NTS

R/W LINE

Exist. Asphaltic Pavt.

Exist. Base

MILL & RSF.

MATCH EXIST.

(MAX)

0.02

TYPICAL SECTION

VARIES (3.9'-4.4')

POSTED SPEED = 45 MPH

DESIGN SPEED = 45 MPH

DESIGN HOUR T = 10.3%

K = 9% D = 58.9% T = 10.3% (24 HOUR)

ESTIMATED DESIGN YEAR = 2042 AADT = 89500

CURRENT/OPENING YEAR = 2022 AADT = 59500

CONST. 6' SWK

(MAX)

0.02

(MAX)

0.02

CONST. 6' SWK

NTS

STA. 189+18.37 TO STA. 189+35.23

Exist. Asphaltic Pavt.

Exist. Base

£ SURVEY

MILL & RSF.

MATCH EXIST.

SAW CUT

PARTIAL 1 (MEDIAN WIDENING)

STA. 190+47.23 TO STA. 190+69.55

STA. 190+01.61 TO STA. 190+74.49

OF PROP TRAFFIC SEPARATOR)

(SEE PLANS FOR LIMITS

TRAFFIC SEPARATOR

REMOVE EXIST. CONC.

(2.0'-10.5')

VARIES

WIDENING

WIDENING / RECONSTRUCTION

NTS

R/W LINE

Exist. Asphaltic Pavt.

Exist. Base

MILL & RSF.

MATCH EXIST.

(MAX)

0.02

STA. 10+97.00 TO STA. 11+83.48

PARTIAL 2 (OUTSIDE WIDENING CR 584)

PARTIAL 3 (OUTSIDE WIDENING FLORIDA MINING BLVD)

TO STA. 12+53.21

SWK CONTINUES

ENDS AT STA. 11+12.87

** MONOLITHIC CURB SWK

Natural Ground

Natural Ground

4"

Exist. SWK

(SEE PLAN FOR LIMITS)

WIDENING

8.6'-8.9')

(VARIES

* VARIES

TURN LANE LIMITS

TRAFFIC SEPARATOR, AND

* SEE PLANS FOR WIDENING,

4.5'± 4.5'±

(18.5'-18.8')

VARIES

R/W 70' R/W 55'

(2.0'-14.2')

VARIES

WIDENING

LIMITS)

(SEE PLAN FOR

SPECIAL GUTTER (TYPE F) DETAIL

TYPE F, WITH SPECIAL GUTTER PROFILE.

CONTRACT UNIT PRICE FOR CONCRETE CURB & GUTTER,

NOTE: SPECIAL GUTTER TO BE PAID FOR UNDER THE

V A

R I E

S

1' -3

6" MIN.

VARIES

"R 3 "R

Ƃ "R ƀ

8"

2'-0"

1'-6"6"

9" GUTTER LINE

STA. 189+43.44 TO STA. 189+53.63 (LT)

NTS

SPECIAL GUTTER GRADE ELEV. POINT

FOR SWK WIDTH

SEE SPECIAL DETAILS SHEETS

* SWK WIDTH VARIES

SHEET 16**

(SEE SPECIAL DETAIL)

MONOLITHIC CURB SWK

CONST. 6" VARIABLE HEIGHT

SHEET 16

(SEE SPECIAL DETAIL)

MONOLITHIC CURB SWK*

CONST. 6" VARIABLE HEIGHT

AND FRICTION COURSE FC-12.5 (TRAFFIC E) (1.5") (PG 76-22)

TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC E) (3") (PG 76-22)

OPTIONAL BASE GROUP 9 (B-12.5 ONLY) (6") WITH

TYPE F C&G

OPTIONAL BASE

(12" MIN.)

TYPE B STABILIZATION LBR 40

STRUCTURAL COURSE

FRICTION COURSE

SAW CUT

MATCH EXIST.

OPTIONAL BASE

(12" MIN.)

TYPE B STABILIZATION LBR 40

STRUCTURAL COURSE

FRICTION COURSE

TYPE F C&G

OPTIONAL BASE

(12" MIN.)

TYPE B STABILIZATION LBR 40

STRUCTURAL COURSE

FRICTION COURSE

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\typsrd01.dgn10:26:41 AM

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69600318

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

TYPICAL SECTION

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 80378

HEATHER ANN ROCHA, P.E.

Q U

A N

T I T

Y

NO.

STR.

STATION SIDE DESCRIPTION

B A

R R

E L S

OPTIONAL TYPE

STORM AND CROSS DRAIN

CURB INLETS MANHOLES

INLETS

BOTTOM

DITCH

DRAIN

TRENCH

REMARKS

ROUND OTHER P-5 P-6 J-7 J-7 D LF

18" 24" 30" 18" <10' <10' <10' PARTIAL <10' 12"

P S-1 190+39.96 LT. MH 1 VERIFY BOTTOM SIZE BEFORE CASTING SLAB FOR MH

F

P S-2 10+80.46 RT. INLET, PIPE 1 31 1 ALT A, BOTTOM, 4' DIA

F CL CONST

P S-3 11+01.50 RT. PIPES, MH, PIPE 1 5 20 1 CONC. JACKET, ALT A, BOTTOM, 6' DIA

F CL CONST

P S-4 11+15.01 LT. INLET, PIPE 1 37 1 ALT A, BOTTOM, 4' DIA

F CL CONST

P S-5 11+19.00 LT. DBI, PIPE 1 9 1

F CL CONST

P TD-1 189+54.30 LT. CLEANOUT, TRENCH DRAIN 1 19 TYPE 1

F CL CONST

P TD-2 189+63.29 LT. CLEANOUT, TRENCH DRAIN 1 24 TYPE 1

F CL CONST

P

F

GRAND TOTAL

PLAN QUANTITY 37 5 51 9 1 1 1 1 1 43

FINAL QUANTITY

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\drainage\sumdrd01.dgn10:26:41 AM

REVISIONS

DATE DESCRIPTION

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PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

cr (waters ave) at florida mining blvd584

69600318

SUMMARY OF

DRAINAGE STRUCTURES

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 86295

LYNN M. DECKER, P.E.

°0 '0

°0 '0

.0

.0

PROJECT CONTROL NOTES

NOTE: ITEMS IN QUOTATION " " IS STAMPED ON CAP OR DISK

LEGEND

4. FIELD BOOK REFERENCES: FIELD BOOK - ELEMENT 32

3. PROJECT UNTS: US SURVEY FEET

"VA-468".

ESTABLISHED FROM HILLSBOROUGH COUNTY BENCHMARKS DESIGNATED "VA-393" AND

2. ELEVATIONS ARE BASED ON THE NORTH AMERICAN DATUM OF 1988 (NAVD88), AS

"RAILS" (POINT IDENTIFIER DG8957).

AS ESTABLISH FROM THE NATIONAL GEODETIC SURVEY (NGS) CONTROL STATION

ZONE, OF THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT (NAD 83/2011),

1. PROJECT IS BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, WEST

SET NAIL & DISK "ELEMENT LB 7831"

P.O.T STA 179+00.00

SURVEY LINE

CR 584/WATERS AVE

"REF. PT. LB 7831"

SET NAIL & DISK

"REF. PT. LB 7831"

SET NAIL & DISK

.0

.0

°00 '00

.00

.00

SURVEY LINE

CR 584/WATERS AVE

"R E

F

P T

L B

S

S

K

2.0

0'"REF. PT. LB 7831"

SET NAIL & DISK

"REF. PT. LB 7831"

SET NAIL & DISK

"R E

F

P T

L B

S

S

K

"R E

F

P T

L B

S E

T

I R

O N

R

A P

"R E

F

P T

L B

S E

T

I R

O N

R

A P

.00

NO POINT FOUND OR SET

B.O.S./P.O.T STA 175+00.00

STA

CR

REF. PT.

P.O.T.

LB

H.C.S.D.

E.O.S.

B.O.S.

AVE

= STATION

= COUNTY ROAD

= REFERENCE POINT

= POINT ON TANGENT

= LICENSED BUSINESS

= HILLSBOROUGH COUNTY SURVEY DEPARTMENT

= END SURVEY

= BEGIN SURVEY

= AVENUE

NO POINT FOUND OR SET

E.O.S./P.O.T STA 199+00.00

SURVEY LINE CONTROL

£ STATION

NORTHING

(Y)

(X) EASTING

175+00.00 1342383.8936 482574.4194

179+00.00 1342380.0041 482974.4005

193+01.14 1342366.3798 484375.4743

199+00.00 1342360.5566 484974.3060

VERTICAL CONTROL

POINT

CONTROL

STATION

OFFSET DESCRIPTION

NORTHING

(Y)

(X) EASTING

ELEVATION

(Z)

(N) LATITUDE

LONGITUDE

(W)

BM VA-393 187+57.3 43.7' RT FOUND H.C.S.D. DISK IN CURB INLET STAMPED "VA-393 1342328.0 483831.2 26.050' 28°01'31.56028" 82°32'03.04833"

BM VA-468 175+07.9 449.3' LT FOUND H.C.S.D. DISK IN CONCRETE HEADWALL STAMPED "VA-468" 1342833.1 482586.7 26.690' 28°01'36.50727" 82°32'16.96020"

SET 5/8" IRON ROD & CAP "ELEMENT LB 7831"

P.O.T STA 193+01.14

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\survey\ctlsrd01.dgn10:26:42 AM

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69600318

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

PROJECT CONTROL

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 86295

LYNN M. DECKER, P.E.

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\GNNTRD01.dgn10:26:42 AM

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69600318

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

cr (waters ave) at florida mining blvd584

GENERAL NOTES

GENERAL NOTES

RSF- RESURFACINGME- MATCH EXISTING

KNOWN UAO’S ARE:

CONSTRUCTION, AS ESTABLISHED BY THE "UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT".

OPERATIONS, IN ORDER TO LOCATE AND IDENTIFY THEIR EXISTING UNDERGROUND FACILITIES PRIOR TO

PROVIDE TWO WORKING DAYS NOTICE TO UTILITY AGENCY/OWNERS (UAO), AND HILLSBOROUGH COUNTY TRAFFIC 3.

DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THE WORK.

THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. VERIFY THE LOCATION, ELEVATION, AND

SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF

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

REQUIRED PRIOR TO CONSTRUCTION.

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

PLAN ABBREVIATIONS

(727) 243-5251

TIMOTHY.GREEN@SUMMITBB.COM

TIMOTHY GREEN

SUMMIT BROADBAND

(251) 422-3872(727) 516-0009

TERRY.YOUNG@UNITI.COMLIVIA.DEMATTOS-SIECH@CROWNCASTLE.COM

TERRY YOUNGLIVIA DE MATTOS-SIECH

UNITI FIBERCROWN CASTLE

(813) 763-5999(813) 612-7200

JAKE.SANSOM@ZAYO.COMAUBELG@HILLSBOROUGHCOUNTY.ORG

JAKE SANSOMGEORGE AUBEL

ZAYOHILLSBOROUGH COUNTY TRAFFIC OPERATIONS

(813) 275-3428(813) 877-7480

JTPAYNE@TECOENERGY.COMKRAIVUTH.CHOEYKRAJANG@FTR.COM

JASON PAYNE KRAIVUTH CHOEYKRAJANG

TAMPA ELECTRIC COMPANY (TECO-ELEC.)FRONTIER COMMUNICATIONS (FTR)

(813) 275-3794(214) 205-7750

JXJACKSON@TECOENERGY.COMJAMES.REESE@FIBERLIGHT.COM

JENNA JACKSONJAMES REESE

TECO PEOPLE GAS (TECO PGS)FIBERLIGHT

(813) 508-3040(813) 274-7221

JOHN.CARVALIS@CHARTER.COMRANDALL.LIUZZO@TAMPAGOV.NET

JOHN CARVALISRANDALL LIUZZO

SPECTRUMCITY OF TAMPA WATER (COT-WATER)

(813) 410-4803(239) 822-4986

KAREN.DAVIS1@VERIZON.COMMATTEW.P.ANTHONY@LUMEN.COM

KAREN RENE DAVISMATTHEW ANTHONY

MCICENTURYLINK

(813) 209-3304(610) 328-6465

UTILITYCOORDINATION@HILLSBOROUGHCOUNTY.ORGMARTIN@TRECGROUP.COM

LISA MURRINMARTIN SHAW

HILLSBOROUGH COUNTY WATER RESOURCES DEPT. (HCWRD)AT&T-TCA

MUST BE APPROVED BY THE ENGINEER.

TRAFFIC CONTROL EXTENDING BEYOND THE LIMITS OF NEW PERMANENT CONSTRUCTION SHOWN IN THE PLANS

PAVEMENT MARKINGS PLACED ON THE EXISTING PAVEMENT. PAVEMENT MARKING PLANS FOR TEMPORARY

RESURFACING. LIMITS OF MILLING AND RESURFACING WILL EXTEND TO THE LIMITS OF ALL TEMPORARY

LIMITS OF NEW PERMANENT CONSTRUCTION SHOWN IN THE PLANS, MUST BE REMOVED MY MILLING AND

30. PAVEMENT MARKINGS PLACED ON EXISTING PAVEMENT FOR TEMPORARY TRAFFIC CONTROL, BEYOND THE

AND CONSTRUCTION PLANS.

PLACEMENT AND INSTALLATION IN ACCORDANCE WITH THE COUNTY'S CONTRACT DOCUMENTS, SPECIFICATIONS, CONSTRUCTION ENGINEERING AND INSPECTION PERSONNEL MUST BE ON SITE TO INSPECT PAVEMNET MARKING

PLACEMENT OF TEMPORARY AND PERMANENT PAVEMENT MARKINGS ONE WEEK PRIOR TO INSTALLATION. COUNTY

29. PRE-MARK PAVEMENT MARKING PLACEMENT AND NOTIFY THE COUNTY ENGINEER THE TIME AND DATE OF

ENGINEER.

PURSUANT TO THE PROPERTY OWNER'S REQUEST AND CONTINGENT UPON APPROVAL BY THE COUNTY'S

THE COUNTY MAY SUBSTITUTE A GRAVITY WALL FOR A GRADED AND HARMONIZED SLOPE OR VICE VERSA 28.

N.A.V.D. 1988.

WEST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. ALL ELEVATIONS ARE REFERENCED TO

BEARINGS AND COORDINATES ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA 27.

MINIMUM ADA WIDTH IS PROVIDED.

AT UTILITY POLES WITHIN THE SIDEWALK LIMITS, FORM NEW SIDEWALK AROUND POLE WHILE ENSURING 26.

SAW CUT EXISTING PAVEMENT AT A 1 1/2" DEPTH AT THE LIMITS OF MILLING OPERATIONS.25.

THEIR PRE-CONSTRUCTION CONDITIONS AT THE CONTRACTOR’S EXPENSE. GRASS AREAS SHALL BE SODDED.

ALL DISTURBED AREAS, INCLUDING AREAS OUTSIDE THE CONSTRUCTION LIMITS, SHALL BE RETURNED TO 24.

THE GUTTER.

THE GUTTER. ASPHALT SHALL BE REMOVED IN SUCH A WAY AS NOT TO DAMAGE OR CHANGE THE PROFILE OF

CAUTION SHALL BE TAKEN DURING MILLING OPERATIONS TO ANY AREAS WHERE ASPHALT MAY BE EXISTING IN 23.

CALLED OUT IN THE PLANS.

REPLACE ADA DEFICIENT CRACKED SIDEWALK ALONG PROJECT CORRIDOR. APPROXIMATE LOCATIONS ARE 22.

SPECIAL EVENT DAYS FOR THIS PROJECT INCLUDE: NONE21.

TAMPA, FL 33634

8509 BENJAMIN RD, SUITE E

ELEMENT ENGINEERING GROUP

P.S.M. NO.: 6290

PETER J. MATTSON, P.S.M.

THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:

SUBJECT PROJECT.

AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON

ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER 20.

GUIDE AND RIGHT-0F-WAY USE PROCEDURE MANUAL, LATEST EDITION.

ALL RIGHT-OF-WAY RESTORATION MUST COMPLY WITH THE HILLSBOROUGH COUNTY UTILITY ACCOMMODATION 19.

PHONE: (301) 713-3242

SILVER SPRING, MARYLAND 20910-3282

1315 EAST-WEST HIGHWAY

DIRECTOR, NATIONAL GEODETIC SURVEY

DAMAGE, PROJECT ENGINEER SHOULD NOTIFY;

ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF 18.

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

ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY HAULING OR EXCAVATION EQUIPMENT MUST BE 17.

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

DIRECTED BY A CERTIFIED ARBORIST AND COMPLY WITH ANSI A-300 STANDARDS AND BEST PRACTICES. ALL

DISTANCE AS DIRECTED BY THE COUNTY'S ENGINEER. ANY TREE TRIMMING REQUIRED WILL BE PERFORMED OR

TREE TRIMMING MAY BE REQUIRED TO PROVIDE VERTICAL OR HORIZONTAL CLEARANCES OR ADEQUATE SIGHT 16.

PRIOR TO BACKFILLING.

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

STABILIZATION OPERATIONS AT THOSE LOCATIONS.

INTO THE STABILIZED PORTION OF THE ROAD BED AND EXTREME CAUTION WILL BE NECESSARY IN

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

PLANS.

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

PLANS AS TO BE REMOVED.

ALL EXISTING DRAINAGE STRUCTURES WITHIN THE RIGHT-OF-WAY MUST REMAIN UNLESS SHOWN ON THE 12.

THE PROPERTY OWNER.

APPLICABLE STANDARDS, CODES AND REGULATIONS, AND CONDITIONED UPON GRANT OF RIGHT OF ENTRY BY

ALL CONNECTION APPROVALS BY THE COUNTY'S ENGINEER MUST BE SUBJECT TO CONFORMANCE WITH 11.

COUNTY'S ENGINEER.

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

OR DELETED AT THE PROPERTY OWNER’S REQUEST SUBSEQUENT TO APPROVAL BY THE COUNTY'S ENGINEER.

CONNECTIONS TO ADJACENT PROPERTIES SHOWN ON THE PLANS MAY BE MOVED, ADJUSTED, MODIFIED, ADDED 9.

FOR OFFSITE SEDIMENT TRANSPORT.

BASINS OR TRAPS TO COLLECT THE DISCHARGE FROM DEWATERING ACTIVITIES TO ELIMINATE THE POTENTIAL

RECEIVING WATERS OR WETLAND SYSTEMS DURING DEWATERING OPERATIONS. UTILIZE TEMPORARY SEDIMENT

DO NOT DISCHARGE DIRECTLY TO RECEIVING WATERS OR EXISTING CONVEYANCES THAT DISCHARGE TO 8.

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

COVERAGE UNDER THE FDEP NPDES CONSTRUCTION GENERIC PERMIT, COMPLY WITH ALL PROVISIONS OF THAT

IF AREA OF DISTURBED SOIL IS ONE (1) ACRE OR GREATER, PREPARE AND SUBMIT A NOTICE OF INTENT FOR 7.

AND AS DIRECTED BY THE COUNTY'S ENGINEER.

CONTROL DEVICES AS REQUIRED BY ACTUAL SITE CONDITIONS TO REFLECT PROJECT PHASING REQUIREMENTS, REMOVE THEM FOLLOWING SOIL STABILIZATION AND FINAL DRESSING. INSTALL AND MAINTAIN EROSION

ERECT EROSION CONTROL DEVICES PRIOR TO LAND ALTERATIONS, MAINTAIN THEM DURING CONSTRUCTION, AND 6.

WHEN UTILITY CONSTRUCTION PLANS ARE NOT INCLUDED IN THE CONTRACT PLAN SET.

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

SCHEDULE.

PRE-CONSTRUCTION CONFERENCE TO ADJUST THEIR SCHEDULES TO COINCIDE WITH THE CONSTRUCTION

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

INV. EL = 21.72'

TO TOLL 589

SD

VERIZON

6' CONCRETE SIDEWALK

SAFETY LINK

WOOD

LIGHT PHOTO ENFORCED

SD

WATER

TRAFFICWOOD

WATER

VERIZON

WATER

WOOD

14"

4' CONCRETE SIDEWALK

4' CONCRETE SIDEWALK GAS

18"

DRIVEWAY

ASPHALT

SAN

DRIVEWAY

ASPHALT

11"16"

9"

WOOD

SD

WOOD

VERIZON

4' CONCRETE SIDEWALK

24"

WOOD

KEEP TAMPA BEAUTIFUL

29"

SR 584 EAST

STOP

BUS STOP

11"

TRAFFIC

BUSINESS

METAL

11"

9"

18"

DRIVEWAY

CONCRETE

19"

DO NOT ENTER

9"

ASPHALT PARKING LOT

9"

BRICK

24"

8"

SD

10"

CONCRETE13"

19"

BUSINESS

48" RCP

24" RCP

R

C P

48" RCP

R

C P

ST-15

18" RCP

ST-16

ST-17

ST-18

15" RCP (END UNKNOWN)

ST-19

ST-20

ST-21

15" HDPE

18" RCP

ST-23

ST-24

12" HDPE (2)

18" RCP

18" HDPE

WATER

TEL

E (15" RCP) IE = 20.26'

S (24" RCP) IE = 20.03'

TOP OF GRATE EL = 24.07'

TOP EL = 24.45'

CURB INLET

ST-17

W (48" RCP) IE = 17.16'

E (48" RCP ) IE = 17.14'

S (15" RCP) IE = 17.76'

N (24" RCP) IE = 19.45'

TOP RIM EL = 24.50'

MANHOLE

ST-16

N (15" RCP) IE = 20.55'

TOP OF GRATE EL = 24.60'

TOP EL = 24.98'

CURB INLET

ST-18

25.28'

E (3.7'W X 0.7'H THROAT) EL =

25.28'

W (3.7'W X 0.7'H THROAT) EL =

W (18" RCP) IE = 22.60'

TOP OF GRATE EL = 25.98'

GRATE INLET WITH SKIMMER

ST-25

E (18" RCP) IE = 22.43'

NW (12" HDPE) IE = 24.24'

NE (12" HDPE) IE = 24.13'

TOP OF GRATE EL = 26.48'

GRATE INLET

ST-24

SW (12" HDPE) IE = 22.03'

SE (12" HDPE) IE = 22.05'

N (18" RCP) IE = 21.70'

TOP OF GRATE EL = 25.16'

TOP EL = 25.50'

CURB INLET

ST-23

S (18" RCP) IE = 20.35'

N (18" HDPE) IE = 20.08'

TOP OF GRATE EL = 24.59'

TOP EL = 25.01'

CURB INLET

ST-20

NOT ACCESS INVERT

W (48" RCP) IE = COULD

E (48" RCP) IE = 17.40'

NOT ACCESS INVERT

S (18" RCP) IE = COULD

N (18" RCP) IE = 20.42'

TOP RIM EL = 24.98'

MANHOLE

ST-19

S (15" HDPE) IE = 20.66'

TOP OF GRATE EL = 25.66'

GRATE INLET

ST-22

S (18" HDPE) IE = 20.48'

N (15" HDPE) IE = 20.44'

TOP RIM EL = 27.06'

MANHOLE

ST-21

'R

2'R

R

R

R

180 181 182 183 184 185

.4

.0

70.00' RT

+59.02

70.00' RT

+79.02

58.00' RT

+79.02

58.00' RT

+59.02

R/W LINE

R/W LINE

R/W LINE

84.71' LT

+54.04

83.89' LT

+54.09

CR 584 (WATERS AVE)

N

MILLING AND RESURFACING

MILLING AND RESURFACING LIMIT

STA. 180+33.00

BEGIN PROJECT

1.74' RT

ME +33.00

2.18' RT

PRC +43.21

15.10' LT

PCC +62.97

17.21' LT

+97.13

S 89° 26' 34" E

6.76' LT

ME +33.00

6.91' LT

PC +37.03

11.77' LT

PRC +77.91

TRAFFIC SEPARATOR

REMOVE EXIST. CONC.

18.45' LT

ME +55.89

16.45' LT

ME +55.88

19.31' LT

ME +64.04

3.03' RT

ME PC +41.56 3.28' RT

ME +82.40

55.01' RT

+81.38

58.01' RT

+81.38

18.88' LT

PT +62.00

17.08' LT

ME +64.04

16.85' LT

PT +27.73

SECTION SHEET

PAVEMENT DESIGN ON TYPICAL

MILL AND RESURFACE PER

10 40

Feet

STD INDEX 520-020

SEPARATOR (VARIABLE WIDTH) PER

CONST TYPE I CONC. TRAF.

REMOVE EXIST. TEMP. CURB &

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\planrd01.dgn10:26:45 AM

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69600318

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

ROADWAY PLAN

CONCRETE PARKING LOT

IN

V

E L

.3

SAN

DRIVEWAY

ASPHALT

TRAFFIC

SAN

WATER

4' CONCRETE SIDEWALK WOOD TRAFFIC

WATER

ASPHALT

SAN

WATER

A S P

H A

L T

4' CONCRETE SIDEWALK

WATER

DRIVEWAY

ASPHALT

V E

R

IZ

O N

GAS

WOOD

WOOD

MCI

WOOD

EQUIPMENT RETURN

WATER

WOOD

V E

R

IZ

O N

BUS STOP

FIBER OPTIC

D E

A D

E

N D

S T

R E

E T

PUBLIC ROAD

ASPHALT PAVEMENT

CR 584/WEST WATERS AVE.

4' CONCRETE SIDEWALK

CABLE

WATER

CABLE

FIBER OPTIC

WOOD

WATER

WOOD

BUSINESS

S T

O P

SAVARESE NEXT SIGNAL

METAL

4' CONCRETE SIDEWALK

GAS

SD

12"

WOOD

WATER

WATER

23"

18"

19"

DRIVEWAY

ASPHALT

13"

PS

BUSINESS

SAN

CONCRETE PARKING LOT

6"

METAL

BANK

9"

CABLE

10"

METALMETAL

METAL

9"

24"

C H

A

IN

L

IN

K

F E

N

W

IT

H

B

A R

B

IR

E

8' CHAIN LINK FENCE WITH BARBED WIRE

19"

SAN

METAL

23"

METAL

BUSINESS

L O

O K

I

G

S T

O

R I

N

I

B

U L

E V

A R

D

W E

T

E

V

E N

U E

LOOKING SOUTH

AT FLORIDA MINING BOULEVARD

WEST WATERS AVENUE

48" RCP

RCP

ST-33

ST-34

S T -3

R

C P

RCP

18" RCP

ST-36

48" RCP

R

C P

R

C P

R

C P

48" RCP

" R

C P

ST-28

ST-29

18" RCP

ST-30

ST-32

ST-38

WATER

WATER

TEL

TEL

TEL

0.5'

.5

TEL

TEL

SAN

SAN

TOP OF CAST IRON PIPE = 21.49'

RUNNING THROUGH STRUCTURE

DIAMETER CAST IRON PIPE

INVERTS OBSTRUCTED BY 20"

TOP OF GRATE EL = 25.48'

TOP EL = 25.98'

CURB INLET

ST-30

NE (18" RCP) IE = 22.08'

N (18" RCP) IE = 22.05'

TOP OF GRATE EL = 25.81'

TOP EL = 26.41'

CURB INLET

ST-33

TOP OF CAST IRON PIPE = 23.32'

THROUGH STRUCTURE

DIAMETER CAST IRON PIPE RUNNING

INVERTS OBSTRUCTED BY 20"

TOP OF GRATE EL = 26.07'

TOP EL = 26.53'

CURB INLET

ST-38

S (18" RCP) IE = 23.85'

TOP OF GRATE EL = 28.33'

CONTROL STRUCTURE

ST-29

W (48" RCP) IE = 18.14'

E (48" RCP) IE = 18.86'

S (18" RCP) IE = 20.06'

N (18" RCP) IE = 23.17'

TOP OF GRATE EL = 25.47'

TOP EL = 25.90'

CURB INLET

ST-28

N (18" RCP) IE = 20.52'

TOP RIM EL = 27.29'

MANHOLE

ST-31

W (18" RCP) IE = 22.78'

TOP OF GRATE EL = 27.24'

CONTROL STRUCTURE

ST-36

NW (30" RCP) IE = 19.94'

W (48" RCP) IE = 19.71'

E (48" RCP) IE = 19.43'

S (18" RCP) IE = 19.45'

TOP OF GRATE EL = 25.91'

TOP EL = 26.41'

ST-32

E (18" RCP) IE = 22.85'

S (24" RCP) IE = 22.57'

N (18" RCP) IE = 22.73'

TOP RIM EL = 27.43'

MANHOLE

ST-35

SE (30" RCP) IE = 20.77'

N (24" RCP) IE = 21.88'

SW (18" RCP) IE = 21.86'

TOP OF GRATE EL = 26.56'

TOP EL = 27.00'

CURB INLET

ST-34

COMM

EOI

UNKNOWN

TEL

UNKNOWN

ZAYO

LEVEL 3

MCI

UNITI

TH8

TH6

TH9

TH2

TH1

TH16

TH14

TH21

TH20

TH19

TH18

TH17

TH15

TH13

TH12

TH11

TH10

TH7

TH5

TH4

TH3

LEVEL 37'

7'

7'

7'

7'

7'

9'

12'

UNKNOWN

TH22

TH23

17.46' LT

11+60.00

16.49' RT

11+60.00

WATER

SAN

TH

TH TH

TH

TH

187 188 189 190 191 192

.9

.0

.0

.9

36.50' 36.50'

N

69.96' LT

+46.64

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

£ SURVEY

S 89° 26' 34" E

¡ CONST.

93.96' LT

+19.73

80.04' RT

+49.89

55.04' RT

+49.89

80.04' RT

+91.49

59.04' RT

+91.49

N

E

SEE SPECIAL DETAILS

SEE SPECIAL DETAILS

SEE SPECIAL DETAILS

MILLING AND RESURFACING

WIDENING

DETECTABLE WARNING

16.90' LT

ME +35.23

7.95' LT

ME +35.23

ME EL. 25.6

32.26' LT

DPI 11+58.45

INLET PROTECTION

2.26' RT

ME +47.23

6.38' LT

ME +47.23

EL. 25.5

30.22' LT

DPI 11+20.54

(+)0.27%

CONST. SPECIAL DT LT

55.04' RT

+19.00

59.04' RT

+19.00

STA. 10+00.00, ¡ CONST.

EQ: STA. 189+82.87, £ SURVEY =

89° 46' 39"

STA. 192+50.00

END PROJECT

4.4' R

16.86' LT

ME, PC +18.37

7.98' LT

ME, PT +18.37

4.3' R

6.31' LT

ME, PC +69.55

2.32' RT

ME, PT +69.55

67.24' LT

ME +24.47

2.38' RT

ME +89.60

41.93' RT

ME +89.60

69.96' LT

+39.64

48.97' RT

ME +29.00

53.10' RT

ME +29.00

12.73' LT

ME +50.00

55.82' LT

ME +50.00

66.85' LT

ME +50.00

52.85' RT

ME +80.00

48.85' RT

ME +80.00

41.79' RT

ME +40.00

8.19' LT

ME +40.00

46.85' RT

+85.00

60.86' LT

+45.00

62.88' LT

+50.00

8.03' LT

ME +14.51

7.36' LT

ME +98.23

6.08' LT

ME +98.07

47.10' RT

+24.00

STA. 10+97.00

BEGIN CONSTRUCTION

MILLING AND RESURFACING LIMIT

RIGHT OF ENTRY LINE

61.25' LT

ME +32.38

56.44' LT

ME +39.53

CONC. SLOPE

REMOVE EXIST.

16.87' LT

ME +39.53

(WATERS AVE)

CR 584

& CURB INLET

EXIST 18" RCP

REMOVE 49' OF

TREATMENT

REMOVE 32' OF EXIST 18" RCP & END

FDOT INDEX 520-010

STA. 11+48.70 (¡ OF FLUME)

CONST. OPEN FLUME

PLAN INDEX 520-020

(TYPE I) PER STD.

CONST. TRAFFIC SEPARATOR

PLAN INDEX 520-020

(TYPE I) PER STD.

CONST. TRAFFIC SEPARATOR

10 40

Feet

30" X 48" FLAT AREA

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 86295

LYNN M. DECKER, P.E.

SEE SHEET NO.

MATCHLINE STA. 11+60.00

CONST 6' CONC SWK

REMOVE EXIST SWK

CONST 6' CONC SWK

REMOVE EXIST SWK

CONST 6' CONC SWK

REMOVE EXIST SWK

CONST 6' CONC SWK

REMOVE EXIST SWK

INLET PROTECTION

M I N I

V D

F L

O R I D

A

S-5

S-1

S-2 S-3

S-4

MATCH EXIST.

TRANS. TO

CONST. 3' C&G

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\planrd03.dgn10:26:46 AM

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69600318

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

INV. EL = 24.99'

INV. EL = 25.00'

INV. EL = 25.08'INV. EL = 25.18'

INV. EL = 25.53'

S A

N

FRONTIER

VERIZON

S A

N

13"

W A T E R

CONCRETE DRIVEWAY

W A T E R

W A T E R

16"

17"

CONCRETE DRIVEWAY

S A

N

4' CONCRETE SIDEWALK

ASPHALT PARKING LOT

PVC

BRIGHT HOUSE

E L

E C

20"

WOOD

TURN

ASPHALT PARKING LOT BUSINESS

6' WOOD BOARD FENCE

8' CHAIN LINK FENCE WITH BARBED WIRE

PUBLIC ROAD

ASPHALT PAVEMENT

FLORIDA MINING BLVD.

18" RCP

15" RCP

ST-37

15" RCP

(END UNKNOWN)

18" RCP

P

V C

F

M

C -4 .2

P

V C

F

M

C -3 .6

-1 .5

P

T E

R

C -1 .1

IS

B

E Y

O N

D

T

H E

C

A P

A B

IL

IT

IE

S

O

F

T

H E

E

Q U

IP

M E

N T

E D

N .U .F

E X

P L

O R

A T

O R

Y

C -1

F O

C

IS

P

R E S

E N

P

V C

F

O C

C -4 .8

-2

P

E

F

O C

C -4 .3

.5

P

V C

C

A T

V

C -1 .6

(M

U L T

IP

L E

.5

P

E

F

O C

C -3 .7

-2

P

E

F

O C

C -3 .3

C

O R

R U

G A

T E

D

P

V C

U

N K

N O

W N

C -3 .8

P

E

F

O C

C -3 .2

S

T E

E L

G

A S

C -2 .4

S

T E

E L

U

N K

N O

W N

C -2 .7

-3

P

V C

F

O C

C -1 .9

B

E Y

O N

D

T

H E

C

A P

A B

IL

IT

IE

S

O

F

T

H E

E

Q U

IP

M E

N T

E D

N .U .F

E X

P L

O R

A T

O R

Y

C -1

F O

C

IS

P

R E S

E N

B

E Y

O N

D

T

H E

C

A P

A B

IL

IT

IE

S

O

F

T

H E

E

Q U

IP

M E

N T

E D

N .U .F

E X

P L

O R

A T

O R

Y

C -1

F O

C

IS

P

R E S

E N

(M

U L T

IP

L E

P

V C

B

T

C -3 .0

H

D P

E

F

M

C -2 .9

(M

U L T

IP

L E

P

V C

B

T

C -2 .8

P

V C

C

A T

V

C -2 .4

P

E

F

O C

C -1 .1

C

O R

R U

G A

T E

D

P

V C

U

N K

N O

W N

C -3 .2

-2

P

V C

F

O C

C -2 .5

17.57' LT

ME +47.16

18.35' RT

ME +47.17

29.65' RT

ME +46.34

35.65' RT

ME +53.21

T H

T H

T H

12 13 14

.5

.5

' FLORIDA MINING BLVD.

¡ CONST.

N 0° 46' 47" E

R/W LINE

R/W LINE

N

MILLING AND RESURFACING

WIDENING

36.50' LT

+69.82

36.50' RT

+70.51

SEE SPECIAL DETAILS

MILLING AND RESURFACING LIMIT

STA. 12+53.21 � CONST.

END CONSTRUCTION

CONST. 6' CONC. SWK

REMOVE EXIST. SWK

10 40

Feet

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 86295

LYNN M. DECKER, P.E.

M A

T C

H L I N

E

S

T A

.0

S E

E

S

H E

ST-37

GRATE INLET

TOP OF GRATE = 28.39'

W (15" RCP ) IE = 25.73'

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\PLANRD05.dgn10:26:46 AM

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69600318

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

£ SURVEY

VERT. 1" = 10'

HORIZ. 1" = 20'

SCALE:

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

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A

C

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 80378

HEATHER ANN ROCHA, P.E.

27.3027.30

FROM

FROM

TO

EXIST. 48" RCP

EXIST. 48" RCP

EXIST. 18" RCP

FROM

R

W

L I N

E

12" DIP WM(D)

BTV(D)

24" DIP FM(B)

REMOVE EXIST. INLET TOP

FDOT INDEX 425-001, 425-010

FL 19.43 (AH) (EXIST.)

FL 19.45 (RT) (EXIST.)

FL 19.71 (BK) (EXIST.)

FL 19.9 (LT)

TOP OF SLAB EL. 25.13

RIM EL. 26.00

W/BRICK ADJUSTMENT

CONST. MH J-7 PARTIAL

STA. 190+39.96 (57.01' LT.)

BFOT(B)

BT(B)

CASTING SLAB FOR MH

VERIFY BOTTOM SIZE BEFORE

IN EXIST. HOLE

CONST. 30" PIPE

REMOVE EXIST. 30" RCP

CAS(D)

(12X) 4" BT(D)

(6X) 1.25" BFOC (D)

(4X) 1.5" BFOC

BFOC (D)

BFOC (D)

BFOC

BFOT

CAS(D)

BT

20 20

30 30

40 40

10 10

190+39.96

NECESSARY IN STABILIZATION OPERATIONS AT THESE LOCATIONS.

EXTEND INTO THE STABILIZED PORTION OF THE ROADBED AND EXTREME CAUTION WILL BE

SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME DRAINAGE STRUCTURES(1)

NOTES:

0 20 40 60 8020406080200 100120160180 140

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\drainage\drxsrd01.dgn10:26:51 AM

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

cr (waters ave) at florida mining blvd

69600318

S-1

S-2

S-1

VERT. 1" = 5'

HORIZ. 1" = 10'

SCALE:

� CONST.

� CONST.

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 80378

HEATHER ANN ROCHA, P.E.

FROM

CONST. 30" PIPE

25.75

TO

CONST. 30" PIPE

FDOT INDEX 425-001, 425-010, 425-021

FL 20.4

CONST. INLET TYPE P-6 (ALT A) (4' DIA)

STA. 10+80.46 (32.38' RT.)

26.33

R

W

L I N

E

.5

4.0%

(2X) 4" CAS(B)

BFOT(B)

BFOT(B)

(2X) 4" CAS(D)

BT(B)

BFOT(B)

(3X) 1.25" BFOC(D)

1.25" BFOC(D)

(2X) 1.5" BFOC(D)

PRIOR TO EXCAVATION FOR STRUCTURE

UNKNOWN UTILITY. VERIFY LOCATION

12" DIP WM(D)

BFOC

BFOC(D)

(3X) BFOT

R

W

L I N

E

FROM

TO

26.77

CONST. 30" PIPE

EXIST. 24" RCP

CONST. 18" PIPE

& CONC. JACKET

CONST. 24" PIPE

1:

12" DIP WM(D)

.4

FROM

BFOT(B)

FL 21.3 (BK.)

FL 21.8 (LT.) (NW)

FL 21.88 (AH) (EXIST.)

FDOT INDEX 425-001, 425-010

TOP OF SLAB EL. 25.3

RIM EL. 26.58

W/BRICK ADJUSTMENT

CONST. MH TYPE J-7 (ALT A) (6' DIA)

STA. 11+01.50 (19.97' RT.)

(2X) 4" CAS(B)

BT(B) (2X) BFOT(B)

CAS(D)

(3X) 1.25" BFOC(D)

1.25" BFOC(D)

BFOC

(2X) 1.5" BFOC(D)

BFOC(D)

(3X) BFOT

00 1010 2020 3030 4040 50 60 70 80 90 100

20 20

25 25

30 30

15 15

10+80.46

20 20

25 25

30 30

15 15

11+01.50

CL CONST.

21.33' RT.

10+74.66

S-5 CUT LINE

PLAN VIEW

SKEWED

148° 15' 19"

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\drainage\drxsrd01.dgn10:26:51 AM

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PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

cr (waters ave) at florida mining blvd584

69600318

S-3

S-1

S-2

S-3

S-2

S-4

S-2

S-3

S-2

VERT. 1" = 5'

HORIZ. 1" = 10'

SCALE:

� CONST.

� CONST.

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 80378

HEATHER ANN ROCHA, P.E.

26.92

TO

R

W

L I N

E

26.71

(2X) 2" PE BFOC(D)

BTV(D)

BT(B)

4" CI GM(D)

BT(B)

BFOT(B)

CONST. 18" PIPE

STA. 11+13.21

FM, Th103

4" CI FM(B)

.5

2.21'

1:4

1:2

CONST. 14"x23" PIPE

CONST. 12" TRENCH DRAIN PIPE

FROM

(2X) 4" BT(D)

4" CAS BT(D)

FDOT INDEX 425-001, 425-010, 425-021

FL 22.54 (LT. & RT.)

FL 23.60 (BK.)

CAST-IN-PLACE

CONST. INLET TYPE P-5 (ALT A) (4' DIA)

STA. 11+15.01 (18.88' LT.)

BFOC(B)

BT(B)

BFOT

BT

R

W

L I N

E

TO

26.97

4" CI GM(D)

BTV(D)

:2

BFOT(B)

BT(B)

BT(B)

BT(B)

(2X) 2" PE BFOC(D)

CONST. 14"x23" PIPE

4" CI FM(B)

STA. 11+13.21

FM, Th103

1:4

FDOT INDEX 425-001, 425-010, 425-052

FL 22.6

GRATE EL. 25.5

CONST. DBI TYPE D

STA. 11+19.00 (30.22' LT.)

4" BT(D)

(2X) 4" BT(D)

BFOT

BT

00 1010 2020 3030 4040 50 60 70 80 90 100

25 25

30 30

35 35

20 20

11+15.01

11+19.00

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\drainage\drxsrd01.dgn10:26:52 AM

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PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

cr (waters ave) at florida mining blvd584

69600318

S-4

S-3

S-5

S-5

S-4

S-4

S-5

WATER

TRAFFIC

GAS

MCI

WOOD

CABLE

BUSINESS

GAS

DRIVEWAY

ASPHALT

13"

BUSINESS

CABLE

METAL

24"

LO

O

K

IN

G S

O U T H

A T

FLO

R

ID

A M

IN

IN

G B

O U

LE

V A R D

W E S T W

A T E R S A

V E N

ST-38

TEL

TEL

R/W LINE

'R

INLET PROTECTION

74.74' RT

ME 189+88.16

74.74' RT

ME 189+51.53

& CONST. TYPE F C&G

REMOVE EXIST. C&G

WIDE ASPH. DRWY

189+69.85 CONST. 36.6'

52.95' RT

190+46.68

52.90' RT

189+19.50

46.90' RT

189+25.00

CONST. 6' CONC. SWK

REMOVE EXIST. SWK

42.06' RT

190+01.17

46.95' RT

190+52.18

46.94' RT

190+46.68

47.45' RT

189+96.78

13'R

53.45' RT

190+46.68

53.45' RT

190+52.18

55.04' RT

190+52.18

55.04' RT

190+59.18

53.45' RT

190+59.18

53.45' RT

190+64.68

52.95' RT

190+64.68

CONST. TYPE F C&G

REMOVE EXIST. C&G & TRANSITION

CONST. CURB

ISLAND

6" RAISED CONC.

43.38' RT

PC 189+40.61

56.56' RT

PC 189+88.16

43.56' RT

PT 190+01.17

47.45' RT

PT 189+96.03

45.38' RT

PC 189+32.00

43.88' RT

PT 189+33.50

46.95' RT

190+59.18

1' R

1' R

43.88' RT

PC 189+23.50

41.88' RT

ME 189+20.50

45.38' RT

PT 189+25.00

[EL. 26.67]

45.32' RT

190+37.72

[EL. 26.60]

190+42.76, 45.36' RT

[EL. 26.47]

44.46' RT

190+48.11

[EL. 26.60]

43.91' RT

190+37.56

[EL. 26.35]

43.94' RT

190+48.18

41.94' RT

ME 190+63.68

45.44' RT

PC 190+59.18

43.94' RT

PT 190+60.67

43.94' RT

PC 190+50.68

45.44' RT

PT 190+52.18

41.88' RT

ME 190+37.56 41.94' RT

ME 190+48.18

45.56' RT

PCC 189+95.57

55.02' RT

190+04.56

54.90' RT

190+17.55

EL. 26.76

53.95' RT

190+04.54

EL. 26.48

53.95' RT

189+96.90

EL. 26.48

53.95' RT

189+88.43

54.50' RT

189+25.50

52.90' RT

189+25.50

EL. 26.27

54.50' RT

189+31.50

EL. 26.54

54.50' RT

189+40.09

CONST. TYPE D CURB

CONST. TYPE D CURB

CONST. DROP CURB

REMOVE EXIST. CURB

RIGHT OF ENTRY LINE

RIGHT OF ENTRY LINE

SIGNALIZATION PLANS)

(SEE DETAIL IN THE

CONST. CONC. FOOTING

EL. 26.59

43.86' RT

190+17.45

EL. 26.77

52.90' RT

190+17.54

EL. 26.56

44.04' RT

190+04.45

43.88' RT

PC 189+38.53

47.28' RT

PCC 189+47.27

CONC. ISLAND

CONST. 6" RAISED

¡ CONST

CURB PER DETAIL BELOW

CONST. MONOLITHIC

CONST CONC SWK.

REMOVE EXIST SWK.

PER DETAIL BELOW

CONST. MONOLITHIC CURB

59.00' RT

189+51.53

54.50' RT

PC 189+50.03

EL. 26.43

55.97' RT

PT 189+51.53

48.83' RT

PC 189+40.16

1' R

47.75' RT

189+32.00

5' R

45.28' RT

PCC 189+44.58

46.72' RT

PCC 189+44.92

WATER

1:12 MAX

1:12 MAX

1:12 MAX

1:12 MAX

N

1"

DETECTABLE WARNING

MILL & RESURFACE

SOUTH SIDE OF INTERSECTION AT FLORIDA MINING BLVD.

1:12 MAX 2%

MAX

2%

MAX

2%

MAX

2%

MAX

2%

MAX

PROP. ELEVATION

EXIST. ELEVATION[EL.]

EL.

2%

30" X 48" FLAT AREA

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 86295

LYNN M. DECKER, P.E.

CR 584 (WATERS AVE)

NTS

MIN. #4 BARS

2" MIN. COVER

2" MIN. COVER

STEP CHEEKWALL

12" - MIN. #4 BARS @ 1'-0" (MAX.) SPACING

6"

.0

.9

CURB

CONCRETE SIDEWALK

CURB IS GREATER THAN 6"

*REINFORCE CONCRETE WHERE

SPECIAL MONOLITHIC CURB DETAIL

CR-E

CR-G

CR-C CR-C

CONST. TYPE F C&G

REMOVE EXIST. C&G

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\spdtrd01.dgn10:26:53 AM

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69600318

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

SPECIAL DETAILS

IN

E L

.3

SAN

V E

R

IZ

O N

WOOD

CABLE

S T

O P

BANK

ST-33

R

C P

SAN

SAN

CONST. DROP CURB

REMOVE EXIST. C&G

TO EXIST.

3' CURB TRANS.

CONST. 6' CONC. SWK

UTILITY VAULT

MATCH EXIST.

R/W LINE

38.0' R

MONOLOTHIC CURB

CONST. 6"

TH

DETECTABLE WARNING

MILL & RESURFACE

NORTHWEST QUADRANT AT FLORIDA MINING BLVD.

CR 584 (WATERS AVE)

67.17' LT

189+17.50

F L

O R I

N I

V D

60.63' LT

189+25.00

61.17' LT

189+17.50

60.67' LT

189+17.50

69.54' LT

ME 189+53.27

58.26' LT

ME 189+20.50

58.26' LT

PC 189+23.50

59.75' LT

PT 189+25.00

67.16' LT

PC 189+50.23

67.55' LT

PT 189+51.23

EL. 26.36

66.67' LT

189+17.50

EL. 26.20

66.63' LT

189+25.50

56.27' LT

PC 189+27.17

[EL. 25.99]

56.26' LT

ME 189+20.50

[EL. 25.79]

68.16' LT

ME 189+54.72

PROP. ELEVATION

EXIST. ELEVATION[EL.]

EL.

EL. 25.59

189+53.63, 61.19' LT

END SPECIAL GUTTER

EL. 25.63

189+43.44, 61.36' LT

BEGIN SPECIAL GUTTER

INLET PROTECTION

18.55' LT

PT 10+86.87

ME EL. 26.7

29.15' LT

DPI 11+00.00

EL. 25.5

30.22' LT

DPI 11+17.45

(-)7.06%

CONST. SPECIAL DT LT

17.69' LT

10+97.37

EL. 26.81

+33.01, 19.06' LT

END SPECIAL GUTTER

EL. 26.42

+23.01, 19.10' LT

BEGIN SPECIAL GUTTER

69.96' LT

189+46.64

(-) 0.08%

GRATE LONG. SLOPE

TRENCH DRAIN

(-) 3.37%

GRATE LONG. SLOPE

TRENCH DRAIN

30" X 48" FLAT AREA

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 86295

LYNN M. DECKER, P.E.

N

1"

2%

MAX1:12

MAX

AND GUTTER

CONST. TYPE F CURB

CONST 9 LF OF 14"X23" PIPE

CONST 18" PIPE

ADDTIONAL DETAILS

SEE PLAN SHEET FOR

CONST SPECIAL DT LT

TO EXIST.

3' CURB TRANS.

TYPE 1

TRENCH DRAIN

CONST. 19 LF OF

TYPE 1

TRENCH DRAIN

CONST. 24 LF OF

AND GUTTER

CONST. TYPE F CURB

CLEAN OUT DATA

TD NO. STA. SIDE OFFSET FL. GRATE EL.

1 189+54.30 LT 69.94' 24.00 25.59

2 189+63.29 LT 88.23' 23.80 26.23

TRENCH DRAIN DATA

REACH Q-TOTAL

SLOPE

TYPE

TD-1 TO TD-2 1.94 1.05 1

TD-2 TO INLET 1.94 0.83 1

CR-F

TD-2

TD-1

S-5

S-4

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\spdtrd01.dgn10:26:53 AM

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69600318

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

P

H A

L T

W A T E R

ASPHALT

W A T E R

VERIZON

F

IB

E R

O

P T

IC

DEAD END

STREET/

S D

W A T E R

16"

S A

N

11"

4' CONCRETE SIDEWALK

8' CHAIN LINK FENCE WITH BARBED WIRE

C H

A

IN

L

IN

K

F E

N

H

B

A R

B

IR

E

S A

N

S T -3

ST-35

R

C P

R

C P

18" RCP

S T -3

18" RCP

24" RCP

30" R C P

S T -3

W A T E R

W A T E R

.5

0.5'

T H

T H

11 12

MILL & RESURFACE

DETECTABLE WARNING

NORTHEAST QUADRANT AT FLORIDA MINING BLVD

C R

W A

T E

E

FLORIDA MINING BLVD.

PROP. ELEVATION

EXIST. ELEVATION[EL.]

EL.

WIDENING

30" X 48" FLAT AREA

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 86295

LYNN M. DECKER, P.E.

18" RCP

R

C P

R

C P

CONST. 31 LF OF 30" PIPE

CONST. TYPE F C&G

REMOVE EXIST. C&G

R/W LINE

N

1" = 20'

R/W LINE

R/W LINE

REMOVE EXIST. SWK

550' R

250' R

CONST. 20 LF OF 30" PIPE

REMOVE EXIST. 30" RCP

SAW CUT

W/ CONC. JACKET

CONST. 5 LF OF 24" PIPE

REMOVE 7 LF OF 24" RCP &

¡ CONST

35.55' RT

11+12.87

61.17' LT

190+79.45

SEDIMENT BARRIER

40' R

29.54' RT

11+04.49

26.55' RT

11+04.48

57.95' LT

PCC 190+44.56

67.49' LT

190+85.32

CONST. 37 LF OF 18" PIPE

93.96' LT

190+19.73

93.56' LT

190+18.77

90.89' LT

190+09.95

& CONST. 6' SWK

REMOVE EXIST. SWK

& CONST. 6' SWK

REMOVE EXIST. SWK

EL. 25.93

190+30.96, 62.15' LT

36.06' RT

11+03.37

EL. 26.79

190+66.16, 66.69' LT

EL. 26.34

190+60.16, 66.69' LT

EL. 26.28

190+54.16, 66.69' LT

EL. 26.60

190+48.16, 66.69' LT

EL. 26.10

190+38.75, 68.68' LT

EL. 26.03

190+33.65, 74.84' LT

EL. 26.35

190+30.88, 78.17' LT

16.39' RT

ME, PT 11+83.47

54.14' LT

ME PC 190+74.49

[EL. 27.22]

ME, PT 11+83.48, 18.43' RT

EL. 25.80

190+18.14, 72.66' LT

EL. 26.40

PCC 190+09.20, 95.33' LT

[EL. 26.30]

ME, PC 190+74.49, 56.14' LT

5' R

69.00' LT

PT 190+39.14

67.19' LT

PC 190+42.99

EXIST. CURB

TRANSITION TOEL. 26.89

11+38.68, 20.48' LT

EL. 26.56

190+44.16, 66.69' LT

EL. 25.75

190+13.78, 79.41' LT

54.14' LT

ME 190+22.19

76.54' LT

ME 189+99.97

18" RCP

EXIST.

REMOVE

(SEE DETAIL ON SHEET 16)

CONST. MONOLITHIC CURB

S-1

S-2

CR-C

CR-C

S-3

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\spdtrd01.dgn10:26:53 AM

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69600318

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

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£ SURVEY

VERT. 1" = 10'

HORIZ. 1" = 20'

SCALE:

V

Regular Exc. Embankment

V AA

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 86295

LYNN M. DECKER, P.E.

STA. 180+33.00

BEGIN PROJECT

25.73

R

W

L I N

E

R

W

L I N

E

(8X) 1.5" & (12X) 1.25" BFOC(D)

1.25" BFOC(D)

(6X) 1.5"BFOC(D)

BFOC(D)(2X) 1.5"BFOC(D)

20" DIP WM(D)

24" DIP FM(D)

(2X) 1.5" BFOC(D)

6" CS GM(D)

(2X) 2" BFOC(D)

(3X) 1.25" BFOC(D)

(8X) 1.25"BFOC(D)

BT(D)

(12X) 4" BT(D)

26.27

R

W

L I N

E

R

W

L I N

E

(8X) 1.5" & (12X) 1.25" BFOC(D) BFOC(D)

20" DIP WM(D)

24" DIP FM(D)

6" CS GM(D)

(2X) 2" BFOC(D)

(3X) 1.25" BFOC(D)

(8X) 1.25"BFOC(D)

4" BFOT(B)

(6X) 1.5"BFOC(D)

(2X) 1.5"BFOC(D)

1.25" BFOC(D)

BT(D)

BFOT(D)

(2X) 1.5"BFOC(D)

(12X) 4" BT(D)

00 2020 4040 6060 8080 100100 120120

181+50.00

183+50.00

8/28/2025mcannon P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\RDXSRD01.dgn10:26:54 AM

CROSS SECTIONS

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600318

584cr (waters ave) at florida mining blvd

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VERT. 1" = 10'

HORIZ. 1" = 20'

SCALE:

V

Regular Exc. Embankment

V AA

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 86295

LYNN M. DECKER, P.E.

26.71

R

W

L I N

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R

W

L I N

E STA. 187+80.00

BEGIN EARTHWORK

(8X) 1.5" & (12X) 1.25" BFOC(D)

3" FM(D)

4" FM(D)

BTV(D)

24" DIP FM(D)

1.5" BFOC(D)

(2X) 1.5" BFOC(D)

(6X) 1.5" BFOC(D)

(3X) 1.25" HDPE BFOC(D)

(2X) 2" BFOC(D)1.25" BFOC(D)

(2X) 1.5" BFOC(D)

BFOC(D)

6" CS GM(D)

(8X) 1.25"BFOC(D)

(2X) 2" BFOC(D)

(3X) 1.25" BFOC(D)

BT(D)BT(D)

20" DIP WM(B)

(12X) 4" BT(D)

26.74

R

W

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R

W

L I N

E .3

(8X) 1.5" & (12X) 1.25" BFOC(D) BTV(D)

24" DIP FM(D)

4" FM(D)

1.5" BFOC(D)

(2X) 1.5" BFOC(D)

(6X) 1.5" BFOC(D)

(2X) 2" BFOC(D)

(2X) 1.5" BFOC(D)

BFOC(D)

(3X) 1.25" HDPE BFOC(D)

1.25" BFOC(D)

3" FM(D)

6" CS GM(D)

(8X) 1.25"BFOC(D)

(2X) 2" BFOC(D)

(3X) 1.25" BFOC(D)

BT(D)BT(D)

20" DIP WM(B)

(12X) 4" BT(D)

26.89

R

W

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R

W

L I N

E

BTV(D)

24" DIP FM(D)

(6X) 1.5" BFOC(D)

(2X) 1.5" BFOC(D)

BFOC(D)

(3X) 1.25" HDPE BFOC(D)

1.25" BFOC(D)

BT(D)BT(D)

(2X) 2"FOC(B)

2"CATV(B)

4" FM(B)

2" FOC(B)

3" FM(D)

4" UNKNOWN(B)

4" BFOC(B)

(2X) 2" FOC(B)

(2X) 1.5" WM(B)

4" FOC(B)

20" DIP WM(B)

(12X) 4" BT(D)

6" CS GAS(B)

(8X) 1.5" & (12X) 1.25" BFOC(B)

(2X) 3" BFOC(B)

(2X) 2" BFOC(B)

(8X) 1.25"BFOC(B)

BFOC(B)

(2X) 1.5"

00 2020 4040 6060 8080 100100 120120

20 20

30 30

40 40

187+50.00

20 20

30 30

40 40

188+00.00

2.63

1.9

0.14

0.1

20 20

30 30

4…