29-Attachment G - Plans.pdf

N

20 21 22

32 33

Mullis

BuschW.

Blvd.

W. Waters Ave.

Rd.

Waters Ave.

Sligh

Ca rr ol l

Drew

Lake

Carroll

City

587A

587A

Sw eet wa ter

N H im es A ve

COUNTY C.I.P. PROJECT MANAGER

CONTRACT PLANS COMPONENTS:

NOTE: THE SCALE OF THESE PLANS MAY HAVE

N .T .S

N

PLANS PREPARED BY:

CIP NO.

FISCAL

YEAR

SHEET

NO.

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 b r y

H w y

Hillsborough Ave.

S.R. 580

LOCATION OF PROJECT

THE BOARD OF COUNTY COMMISSIONERS

GOVERNING DESIGN STANDARDS:

GOVERNING STANDARD SPECIFICATIONS:

CHANGED DUE TO REPRODUCTION.

202669600102

CIP # 69600102SHEET DESCRIPTIONSHEET NO.

P.E. NO.: 73589

ENGINEER OF RECORD:

CONSTRUCTION PLANS

(813) 265-9800

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP INC.

TO GREATER CARROLLWOOD

R -1

-E

R -1

-E

T-28-S

T-29-S

T-28-S

T-29-S

R -1

-E

R -1

-E

T

E

O F

F I

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R

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D

T

I

S

E E

T

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G N

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U

D

L E

G

A

C

HILLSBOROUGH COUNTY

AIRFORCE BASE

TO MACDILL

TO OLDSMAR

TO LUTZ

TERRACE

TO TEMPLE

ROADWAY PLANS

PAVAN K. PAIAVULA P.E.

N: 1342179.05

E: 494605.36

STA. 105+83.33

BEGIN PROJECT (HIMES AVE.)

DESCRIPTION

LENGTH OF PROJECT

LIN. FT. MILES

NET LENGTH OF PROJECT

EXCEPTIONS

GROSS LENGTH OF PROJECT

ROADWAY

0.00 0.000

0.266

0.266

0.266

SECTION 21, 22, 27, 28, TOWNSHIP 28S, RANGE 18E

LOCATION MAP

https://goo.gl/maps/Z4YwA46Nxe3y86mo9

N: 1342270.60

E: 494046.44

STA. 12+08.56

BEGIN PROJECT (WATERS AVE.)

E: 1342632.86

N: 494606.50

STA. 110+66.00

PROJECT (HIMES AVE.)END

N: 1342286.32

E: 494994.92

STA. 21+57.25

END PROJECT (WATERS AVE.)

APPLICABLE IRs: IR536-001-01, IR521-001-01 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 http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2025-26 Standard Specifications

CHRIS BOLES

CHRISTINE MILLER

KEN HAGAN

JOSHUA WOSTAL

HARRY COHEN

GWEN MYERS

DONNA CAMERON CEPEDA

STEFFANIE WORKMAN P.E.

SUMMARY OF QUANTITIES

SIGNALIZATION TABULATION OF QUANTITIES

SIGNING AND PAVEMENT MARKING TABULATION OF QUANTITIES

REPORT OF CORE BORINGS

STANDARD MAST ARM DATA TABLE

STANDARD MAST ARM TABULATION

SIGNALIZATION PLAN

SIGNING AND PAVEMENT MARKING PLAN

UTILITY ADJUSTMENTS

TEMPORARY TRAFFIC CONTROL SHEETS

DRIVEWAY HALF SECTIONS

CROSS SECTIONS

DRAINAGE STRUCTURES

INTERSECTION DETAIL SHEET

ROADWAY PLANS

TRAFFIC GENERAL NOTES

ROADWAY GENERAL NOTES

PROJECT CONTROL

SUMMARY OF DRAINAGE STRUCTURES

TYPICAL DETAILS

TYPICAL SECTION

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

KEY SHEET

SQ-1 - SQ-5

38-39

35-37

31-34

24-30

15-22

10-12

INTERSECTION IMPROVEMENTS

NORTH HIMES AVENUE AT WATERS AVENUE

PUBLIC WORKS ADMINISTRATION

ENGINEERING & OPERATIONS DEPARTMENT

S C

A L

2/4/2026RRuel P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\SIGNRD02.dgn3:02:38 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO. SHT. NO.

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

CAPITAL PROGRAMS DEPARTMENT

69600102

WATERS AVENUE AThimes avenue

SIGNATURE SHEET

ROADWAY PLANS

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

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

No 73589

A

L

UVAIAP .K NA

V A

P

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET DESCRIPTIONSHEET NO.

ROADWAY PLANS

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

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ESNECI

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A

DIROL

F

No 84860

I T

A P

URUGIHC IHTA

R

A H

B

SHEET DESCRIPTIONSHEET NO.

DRAINAGE STRUCTURES

SUMMARY OF DRAINAGE STRUCTURES

SIGNATURE SHEET

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

TRAFFIC PLANS

ROADWAY PLANS

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

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

No 73129

RES

TARK RO

GI

ROADWAY PLANS

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

STATE OF

R E

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NI

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NE LANOI

S S

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F O

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DIROL

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No 74553

RONEGA YME

R

STANDARD MAST ARM DATA TABLE

SIGNATURE SHEET

REPORT OF CORE BORINGS

SIGNATURE SHEET

31-34

24-30

15-22

10-12

UTILITY ADJUSTMENTS

TEMPORARY TRAFFIC CONTROL PLANS

DRIVEWAY HALF SECTIONS

CROSS SECTIONS

INTERSECTION DETAIL SHEET

ROADWAY PLANS

ROADWAY GENERAL NOTES

PROJECT CONTROL

TYPICAL DETAILS

TYPICAL SECTION

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

KEY SHEET

PAVAN K. PAIAVULA, P.E. NO. 73589

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

BHARATHI CHIGURUPATI, P.E. NO. 84860

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

ON ANY ELECTRONIC COPIES.

THE SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

IGOR KRATSER, P.E. NO. 73129

TAMPA, FL 33614

4112 WEST OSBORNE AVENUE

TEST LAB, INC.

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

REMY AGENOR, P.E. NO. 74553

CLEARWATER, FLORIDA 33767

670 ISLAND WAY, SUITE 301

AGENOR & CAMPBELL STRUCTURAL ENGINEERS

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

38-39

35-37

SIGNALIZATION TABULATION OF QUANTITIES

SIGNING AND PAVEMENT MARKING TABULATION OF QUANTITIES

STANDARD MAST ARM TABULATION

SIGNALIZATION PLAN

SIGNING AND PAVEMENT MARKING PLAN

TRAFFIC GENERAL NOTES

SIGNATURE SHEET

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

No 97837

NYRUH .T NH

OJ

JOHN T. HURYN, P.E. NO. 97837

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

2/6/2026RRuel P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\CESSRD02.dgn9:54:18 AM

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

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TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

CAPITAL PROGRAMS DEPARTMENT

69600102

SUMMARY OF PAY ITEMS

ROADWAY SIGNING AND PAVEMENT MARKING

SIGNALIZATION

BE INCLUDED IN THE UNIT COST OF THE CURB INLET.

THE EXISTING WATER MAIN. REFER TO SHEET 14 FOR MORE DETAILS ON S-1. THE COST OF FLOWABLE FILL IS TO

· PAY ITEM 0425-1351 - FLOWABLE FILL IS TO BE PLACED BETWEEN THE DRAINAGE STRUCTURE BOTTOM OF S-1 &

· REFER TO THE SUMMARY OF QUANTITIES (SQ-3 THRU SQ-6) FOR A BREAKDOWN OF EACH PAY ITEM QUANTITY

PAY ITEM NOTES:

SUMMARY OF PAY ITEMS

PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY

611-1-1 ITSFM SUBSURFACE DOCUMENTATION-PROJECT LENGTH MI 0.27

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

630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 295

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 410

632-7-1 SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 1

632-7-6 SIGNAL CABLE, REMOVE- INTERSECTION PI 1

633-6 FIBER OPTIC CABLE LOCATOR DA 150

635-2-12 PULL & SPLICE BOX, F&I, 24" X 36" COVER SIZE EA 1

635-2-14 PULL & SPLICE BOX F&I, 17"X30" COVER SIZE EA 20

639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1

639-2-1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 145

641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1

641-2-80 PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL- POLE 30' AND GREATER EA 4

646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 7

646-1-60 ALUMINUM SIGNALS POLE, REMOVE EA 10

649-21-1 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 30' EA 1

649-21-3 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 40' EA 2

649-21-10 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 60' EA 1

650-1-11 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 1 SECTION, 1 WAY AS 8

650-1-14 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY AS 8

650-1-16 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 4 SECTION, 1 WAY AS 4

653-1-11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY AS 7

660-4-11 VEHICLE DETECTION SYSTEM-VIDEO, FURNISH & INSTALL CABINET EQUIPMENT EA 1

660-4-12 VEHICLE DETECTION SYSTEM-VIDEO, FURNISH & INSTALL ABOVE GROUND EQUIPMENT EA 4

663-1-400 SIGNAL PRIORITY AND PREEMPTION SYSTEM, RELOCATE EA 1

665-1-12 PEDESTRIAN DETECTOR, FURNISH & INSTALL, ACCESSIBLE EA 7

670-5-166 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA W/STANDARD LOCK, W/CONCRETE RISER, 1 PREEMPTION AS 1

670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET AS 1

676-1-131 TRAFFIC SIGNAL CONTROLLER CABINET, F&I W/OUT CONTROLLER, NEMA UNWIRED SIZE 1, 16"WX24"HX12"D EA 1

682-1-173 ITS CCTV CAMERA, NON-PRESSURIZED, IP, HIGH DEFINITION EA 1

685-1-14 UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, ONLINE/DOUBLE CONVERSION WITH CABINET EA 1

700-3-201 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 4

700-5-22 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD MOUNT, 12-18 SF EA 4

SUMMARY OF PAY ITEMS

PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY

0700 1 111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 8

0700 1 112 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 12.0-20.0 SF EA 1

0700 1 500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 1

0700 1 600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 2

0705 10 1 OBJECT MARKER, TYPE 1 EA 4

0705 11 1 DELINEATOR, FLEXIBLE TUBULAR EA 4

0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 238

0710 11290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF 16

0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1

0711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 612

0711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 56

0711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 147

0711 11141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6" GM 0.07

0711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 17

0711 11224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON LF 43

0711 14125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 533

0711 16101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 0.68

0711 16131 THERMOPLASTIC, OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP OR 3-9 LANE DROP GM 0.15

0711 16201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 0.35

SUMMARY OF PAY ITEMS

PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY

0101 1 MOBILIZATION LS 20%

0102 1 MAINTENANCE OF TRAFFIC DA 20%

0102 14 TRAFFIC CONTROL OFFICER HR 128

0104 10 3 SEDIMENT BARRIER LF 3200

0104 15 SOIL TRACKING PREVENTION DEVICE EA 1

0104 18 INLET PROTECTION SYSTEM EA 7

0107 1 LITTER REMOVAL AC 8.00

0107 2 MOWING AC 3.21

0110 1 1 CLEARING & GRUBBING AC / LS 0.54 / 1

0110 4 10 REMOVAL OF EXISTING CONCRETE SY 771

0120 1 REGULAR EXCAVATION CY 263

0120 6 EMBANKMENT CY 23

0160 4 TYPE B STABILIZATION SY 894

0285709 OPTIONAL BASE, BASE GROUP 09 SY 796

0327 70 6 MILLING EXIST ASPH PAVT, 1 1/2" AVG DEPTH SY 6309

0334 1 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 131.0

0337 7 83 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, PG 76-22 TN 586.0

0425 1351 INLETS, CURB, TYPE P-5, <10' EA 2

0430175218 PIPE CULVERT,OPTIONAL MATERIAL,OTHER-ELIP/ARCH, 18"S/CD LF 152

0430 94 1 DESILTING PIPE, 0 - 24" LF 347

0430 94 2 DESILTING PIPE, 25 - 36" LF 637

0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 948

0520 70 CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH SY 62

0522 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 624

0527 2 DETECTABLE WARNINGS SF 122

0570 1 2 PERFORMANCE TURF, SOD SY 1696

TYPICAL SECTION

77'

R/W WIDTH

11'

TRAVEL LANES

6'

SOD

10' 0' - 10'

WIDENING

PAVEMENT

0.02

2'

1.5'

0.02

TRAVEL LANES

12' 12'

1.5'

4'

10' 12'

TRAVEL LANES

110'

R/W WIDTH

12' 10'

0' - 10'

WIDENING

PAVEMENT

SOD

0' - 4' 5'-6'

SOD

5' - 14'

TRAFFIC DATA ( WATERS AVENUE)

OPTIONAL BASE

OPTIONAL BASE

ROADWAY MILLING AND RESURFACING

ROADWAY WIDENING

TYPE F CURB AND GUTTER

TYPE F CURB AND GUTTER

TRAVEL LANE

MILL AND RESURF LIMITS MILL AND RESURF LIMITS

STANDARD CLEARING AND GRUBBING

NATURAL GROUNDNATURAL GROUND

NATURAL GROUND

NATURAL GROUND

MILLING AND RESURFACING LIMITS MILLING AND RESURFACING LIMITS

12"

12"

MATCH EXIST. MATCH EXIST.

STANDARD CLEARING AND GRUBBING

MATCH EXIST.MATCH EXIST.

STA. 105+83.33 TO STA. 110+66.00

HIMES AVE.

TYPICAL SECTION NO. 1

£ SURVEY HIMES AVE

STANDARD PLANS INDEX 520-020

TYPE I, OPTION II PER FDOT

CONST. 2' WIDE CONC. SEPARATOR

£ SURVEY WATERS AVE

STA. 12+08.56 TO STA. 21+57.25

WATERS AVE.

TYPICAL SECTION NO. 2

= 45 MPHPOSTED SPEED

= 45 MPHDESIGN SPEED

T = 10.25% (24 HOUR)D = 58.1%K = 9.00%

AADT = 31,000= 2043ESTIMATED DESIGN YEAR

AADT = 29,100= 2026ESTIMATED OPENING YEAR

AADT = 28,500= 2025CURRENT YEAR

4"

4"

TRAFFIC DATA (HIMES AVENUE)

= 35 MPHPOSTED SPEED

= 35 MPHDESIGN SPEED

T = 8.1% (24 HOUR)D = 58.1%K = 9.00%

AADT = 7,800= 2043ESTIMATED DESIGN YEAR

AADT = 3,600= 2026ESTIMATED OPENING YEAR

AADT = 2,700= 2025CURRENT YEAR

FRICTION COURSE FC-12.5 (TRAFFIC C) (PG 76-22) (1½")

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (3")

OPTIONAL BASE GROUP 9

TYPE B STABILIZATION

SIDEWALK

6" THICK

POINT

MILLING CONTROL 0.02

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

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E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

SIDEWALK

6" THICK

POINT

MILLING CONTROL

0.02

FRICTION COURSE FC-12.5 (TRAFFIC C) (PG 76-22) (1½")

MILLING EXIST ASPH PAVT (1½" AVG.)

POINT

MILLING CONTROL

11' 10'11'

LBR 40

TYPE B STABILIZATION

MILLING CONTROL POINT

LBR 40

TYPE B STABILIZATION

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TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

CAPITAL PROGRAMS DEPARTMENT

69600102

COST OF DOWELS TO BE INCLUDED IN THE CONTRACTOR UNIT PRICE FOR SEPARATOR

SPACING OF DOWELS ALONG LONGITUDINAL DIRECTION = 10' C/C

1/2" DIA. X 6" HEIGHT STEEL DOWEL (TYP.)

2'

6" 9"

LANE

TRAVEL

9"

3"

1Ƃ" R

3"

BASE

5"

TRAFFIC SEPARATOR

ASPHALT PAVEMENT

3" 3"

A

" MIN.)2

(6

5" PLUS FRICTION COURSE

FRICTION COURSE

5"

" MIN.)2

(6

5" PLUS FRICTION COURSE

9"

TYPICAL DETAILS

(TYP.)

1Ƃ" R

STA. 107+77.40 to STA. 110+65.60

TYPE I OPTION II

2' CONCRETE TRAFFIC SEPARATOR

TYPICAL DETAIL (NTS)

TYPE I OPTION II

2' TRAFFIC SEPARATOR

LONGITUDINAL SECTION (NOSE)

TYPICAL DETAIL (NTS)

LANE

TURN

10/7/2025RRuel P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\TYPSRD04.dgn10:27:46 AM

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TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

CAPITAL PROGRAMS DEPARTMENT

10/10/2025RRuel P:\Projects18\18-0049.001_Himes_Intersection_Design\Drainage\Waters\SUMDRD01.dgn2:51:08 PM

REVISIONS

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601 E. KENNEDY BLVD.

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CAPITAL PROGRAMS DEPARTMENT

69600102

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 97837

JOHN T. HURYN, P.E.

WATERS AVENUE AThimes avenue

SUMMARY OF

DRAINAGE STRUCTURES

INTERSECTION OF HIMES AVENUE AND WATERS AVENUE

Q U

A N

T

IT

Y

NO.

STR.

STATION SIDE DESCRIPTION

B A

R R

E L S

MATERIAL

OPTIONAL

STORM DRAIN

CURB INLETS

REMARKS

ELLIPTICAL TYPE P5 <10'

14"x23" EA

P S-1 14+90.00 RT INLET, Pipe 1 93' 1 BL Waters Ave

F

P S-2 108+76.58 LT INLET, Pipe 1 59' 1 BL Himes Ave

Summary: 152' 2

10/7/2025RRuel P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\CTLSRD02.dgn10:27:51 AM

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TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

CAPITAL PROGRAMS DEPARTMENT

69600102

WATERS AVENUE AThimes avenue

10 15 20 25

WATERS AVENUE AND HIMES AVENUE

PROJECT CONTROL

A1

A2

A3

A4

A5

A6

A7

A8

A21

A22

A20

A10

A12

A18

A16

A14

A24

A23

A25

A26

A27

A28

A9

A19

A11

A17

A13

A15

E = 494607.184

N = 1342901.886

P.O.T. STA. 113+35.03

HIMES AVE.

E = 495342.232

N = 1342283.357

P.O.T. STA. 25+04.57

WATERS AVE.

P.T. STA. 22+69.09E = 493837.880

N = 1342272.391

P.O.T. STA. 10+00.00

WATERS AVE.

P.R.C. STA. 17+24.30

SURVEYOR'S NOTES

H

IM

E S

A

V E

CURVE 1

CURVE 2

T = 263.77'

L = 527.45'

R = 11,459.16'

T = 272.45'

L = 544.79'

R = 11,459.16'

CURVE 1

P.I. STA. 14+60.62

P.C. STA. 11+96.85

P.T. STA. 17+24.30

CURVE 2

P.I. STA. 19+96.75

P.C. STA. 17+24.30

P.T. STA. 22+69.09

N O

R T

H

N.T.S.

E = 494603.809

N = 1341566.862

P.O.T. STA. 100+00.00

HIMES AVE.

LAST DAY OF FIELD SURVEY SEPTEMBER 10, 2019.5.

UNLESS OTHERWISE SHOWN OR STATED.

ALL MEASUREMENTS SHOWN HEREON ARE IN U.S. SURVEY FEET 4.

DISTANCES.

DISTANCES AND THEREFORE MAY DIFFER FROM HORIZONTAL GROUND

COORDINATES SHOWN HEREON ARE BASED ON STATE PLANE GRID 3.

AMERICAN VERTICAL DATUM OF 1988.

ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH 2.

SYSTEM, WEST ZONE, NORTH AMERICAN DATUM 1983, 2011 ADJUSTMENT.

THIS SURVEY IS BASED ON THE FLORIDA STATE PLANE COORDINATE 1.

P.C. STA. 11+96.85

PROJECT CONTROL / BENCHMARKS

79.9 4'

48.0 4'

59.04'

30.00'

WATERS AVE.

RANGE 18 EAST

TOWNSHIP 28 SOUTH

SECTION 21

RANGE 18 EAST

TOWNSHIP 28 SOUTH

SECTION 22

RANGE 18 EAST

TOWNSHIP 28 SOUTH

SECTION 27

.0

.0

.0

.0

.0

INSIDE ASPHALT CUTOUT

FOUND RAILROAD SPIKE

S E

C T

IO

N

W

L

IN

E

O

F

N

W

/4

H

IM

E S

A

V E

WATERS AVE.

SECTION 27

N. LINE OF NW 1/4

S E

C T

IO

N

W

L

IN

E

O

F

S

W

/4

SECTION 27

N. LINE OF NW 1/4

SECTION 27

W. LINE OF NW 1/4

F

D O

T

R

E F

D

R M

P

L

B

S E

T

/8

IR

O N

R

A P

F

D O

T

R

E F

D

R M

P

L

B

S E

T

/8

IR

O N

R

A P

F

D O

T

R

E F

D

R M

P

L

B

S E

T

/8

IR

O N

R

A P

F

D O

T

R

E F

D

R M

P

L

B

S E

T

N

IL

IS

K

"FDOT REF DRMP LB 2648"

SET NAIL & DISK

"FDOT REF DRMP LB 2648"

SET NAIL & DISK

"FDOT REF DRMP LB 2648"

SET NAIL & DISK

"FDOT REF DRMP LB 2648"

SET NAIL & DISK

"FDOT REF DRMP LB 2648"

SET NAIL & DISK

H

IM

E S

A

V E

S E

C T

IO

N

W

L

IN

E

O

F

N

W

/4

S E

C T

IO

N

W

L

IN

E

O

F

S

W

/4

WEST KIRBY ST.

"HILLS CO"

FOUND NAIL & DISK

SECTION 27

S. LINE OF NW 1/4

SECTION 27

SW COR. NW 1/4 SECTION 22

SW COR. SW 1/4

"HILLS CO"

FOUND NAIL & DISK

SECTION 27

SW COR. NW 1/4

"JOHNSON LB 642"

FOUND NAIL & DISK

SECTION 21

SW COR. NE 1/4

NO ID

FOUND RAILROAD SPIKE

SECTION 22

SE COR. SW 1/4

NO ID

FOUND RAILROAD SPIKE

SW COR. SW 1/4 SEC. 22

12.50' RT.

107+03.85

PROJECT CONTROL 7

10/7/2025RRuel P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\GNNTRD02.dgn10:27:53 AM

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

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TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

CAPITAL PROGRAMS DEPARTMENT

69600102

ROADWAY GENERAL NOTES

GENERAL NOTES

REFERENCED TO N.A.V.D. 1988.

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

BEARINGS AND COORDINATES ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, 14.

OF SURVEY WATERS AVENUE.

ALL STATION AND OFFSET REFERENCES ARE TO EITHER BASELINE OF SURVEY N. HIMES AVE. OR BASELINE 13.

SILVER SPRING, MARYLAND 20910-3282PHONE: (301) 713-3242

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 12.

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 11.

INCLUDED IN THE BID PRICE FOR CLEARING AND GRUBBING.

DISTANCE AS DIRECTED BY THE COUNTY'S ENGINEER. ALL EXPENSES INCURRED FOR THIS WORK WILL BE

TREE TRIMMING MAY BE REQUIRED TO PROVIDE VERTICAL OR HORIZONTAL CLEARANCES OR ADEQUATE SIGHT 10.

PRIOR TO BACKFILLING.

ALL CONCRETE COLLARS AND CONCRETE JACKETS MUST BE CURED AND INSPECTED TO BE FREE OF CRACKING 9.

PLANS.

PROPOSED PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III UNLESS OTHERWISE NOTED ON THE 8.

PLANS AS TO BE REMOVED.

ALL EXISTING DRAINAGE STRUCTURES WITHIN THE RIGHT-OF-WAY MUST REMAIN UNLESS SHOWN ON THE 7.

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 6.

THE COUNTY'S ENGINEER.

CONNECTION TO EXISTING ACCESS NOT INDICATED ON THE PLANS MUST BE MADE AT THE DIRECTION OF 5.

ENGINEER.

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

CONNECTIONS TO ADJACENT PROPERTIES SHOWN ON THE PLANS MAY BE MOVED, ADJUSTED, MODIFIED, 4.

THAT 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

IF AREA DISTURBED SOIL IS ONE (1) ACRE OR GREATER, PREPARE AND SUBMIT A NOTICE OF INTENT FOR 3.

REQUIREMENTS, AND AS DIRECTED BY THE COUNTY'S ENGINEER.

CONTROL DEVICES AS REQUIRED BY ACTUAL SITE CONDITIONS TO REFLECT PROJECT PHASING

AND REMOVE THEM FOLLOWING SOIL STABILIZATION AND FINAL DRESSING. INSTALL AND MAINTAIN EROSION

ERECT EROSION CONTROL DEVICES PRIOR TO LAND ALTERATIONS, MAINTAIN THEM DURING CONSTRUCTION, 2.

ARE REQUIRED PRIOR TO CONSTRUCTION.

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

10/9/2025RRuel P:\Projects18\18-0049.001_Himes_Intersection_Design\Signals\Waters\GNNTSG02.dgn2:33:49 PM

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO. SHT. NO.

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CAPITAL PROGRAMS DEPARTMENT

69600102

WATERS AVENUE AThimes avenue

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 84860

BHARATHI CHIGURUPATI, P.E.

SIGNALIZATION

PAY ITEM NOTES

SIGNING AND PAVEMENT MARKINGS

SIGNALIZATION CONDUIT / PULL BOXES

CONTROLLER

GENERAL

GENERAL NOTES

THE CONTROLLER CABINET BASE SHALL BE AT LEAST AS HIGH AS THE CROWN OF THE ROAD.1.

1-1" CONDUITS CONNECTED TO NEAREST PULLBOXES.

EACH MAST ARM OR STEEL STRAIN POLE FOUNDATION SHALL HAVE AT A MINIMUM OF 4-2", + 5.

ALL CONDUIT MUST BE INSTALLED PRIOR TO ROADWAY BASE OR SIDEWALK CONSTRUCTION.4.

ALL CONDUIT MUST BE 2 INCH MINIMUM UNLESS OTHERWISE SPECIFIED IN PLANS.3.

THE INTERSECTION.

A MINIMUM OF FIVE CONDUITS MUST BE PROVIDED BETWEEN THE CORNERS OF EACH LEG OF 2.

BORING OR TRENCHING.

NOTE THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED BY 1.

DIRECTION OF THE CONSTRUCTION PROJECT MANAGER AND/OR THE ENGINEER OF RECORD.

SIGN LOCATIONS SHOWN ARE APPROXIMATE. ANY FIELD ADJUSTMENT MUST BE AT THE 4.

UNNECESSARY DAMAGE TO THE SIGNS. DAMAGED SIGNS MUST BE REPLACED.

CAUTION MUST BE EXERCISED WHILE RELOCATING EXISTING SIGNS TO PREVENT 3.

BY THE HILLSBOROUGH COUNTY PUBLIC WORKS TRAFFIC OPERATIONS.

ALL TRAFFIC SIGN POSTS MUST BE COMPATIBLE (MAKE, DESIGN) WITH POSTS NOW IN USE 2.

ALL EXISTING TRAFFIC SIGNS MUST BE MAINTAINED DURING CONSTRUCTION. 1.

TRAFFIC GENERAL NOTES 9

SERVICED TO REPLACE LED’S, DRIVERS, AND SIGN PANELS.

INSTALLED INSIDE OF THE SIGNAL CONTROLLER CABINET. SIGNS MUST BE THE TYPE THAT CAN BE

ENTER SIGN FROM THE UPRIGHT POLE SIDE. ILLUMINATED SIGNS MUST HAVE A PHOTO EYE

OF THE MAST ARM AND MUST OPEN TOWARD THE INTERSECTION (FRONT SIDE). WIRING SHALL

21. 700-5-22: INTERNALLY ILLUMINATED SIGNS MUST BE DUAL FACED UNLESS MOUNTED ON FACE

AND TILT ROTATION; AND SINGLE CAT5E/CAT6 WITH POE++ WITH 3 FOOT PIG TAIL.

DYNAMIC RANGE AND AUTOMATIC DEFOG MODES; ENG PAN/TILT MOTION, AND CONTINUOUS 360 PAN

HYDROPHILIC SELF-CLEANING AND ELECTRICALLY CONDUCTIVE ITO GLASS WINDOW WITH WIDE

IP, H.265, MPEG4, MJPEG; HIGH DEFINITION 30X OPTICAL AND 12X DIGITAL ZOOM LENS; AND

20. 682-1-173: PROVIDE ITS CCTV CAMERA WITH EXTERNAL POSITIONER; PTZ-NON-PRESSURIZED

CABINET TO NEW SIGNAL CABINET.

19. 663-1-400: RELOCATE EXISTING SIGNAL PRIORITY AND PREEMPTION SYSTEM FROM OLD SIGNAL

18. 611-2-1: ACCEPTANCE OF TRAFFIC CONTROL SIGNAL AND DEVICE INSTALLATION IS REQUIRED.

17. NOTE OMITTED.

16. NOTE OMITTED.

BE COMPATIBLE WITH HILLSBOROUGH COUNTY TRAFFIC OPERATION’S CURRENT OPERATING SYSTEM.

CABINET AND ALL REQUIRED CABLING AND MOUNTING BRACKETS MUST BE PROVIDED. UNIT MUST

CABINET BASE. UPS CONTROLLER WILL BE MOUNTED INSIDE OF THE TRAFFIC SIGNAL CONTROLLER

PROPERLY SUPPORTED BY EITHER MANUFACTURE PROVIDED SUPPORT BRACKET OR INCLUDED IN

CABINET MUST BE CONFIGURED TO BE MOUNTED TO THE SIDE OF THE TRAFFIC CABINET AND BE

CABINET WILL HOUSE THE FOUR 112 AH TRAFFIC SIGNAL UPS BATTERIES. UPS PIGGYBACK

CONVERSION WITH CABINET. UPS CONTROLLER SIZE SHALL BE 8.8 CM X 43.2 CM X 26 CM. THE

15. 685-1-14: PROVIDE UNINTERRUPTIBLE POWER SUPPLY RATED AT 1300W ONLINE DOUBLE

14. NOTE OMITTED.

13. NOTE OMITTED.

12. NOTE OMITTED.

AND OSHA STANDARD 1910.333(C)(3)(i).

MAINTENANCE PERSONNEL AND EQUIPMENT) TO OVERHEAD POWER LINES. PER NESC. RULE 230e1

16. PROVIDE A MINIMUM OF 10 FOOT CLEARANCE FROM SIGNAL STRUCTURES (TO INCLUDE

15. POWER SERVICE FROM THE UTILITY COMPANY SHOULD BE UNDERGROUND.

WITH HAND/MAN OVERLAY.

INCANDESCENT LOOK. THE PEDESTRIAN INDICATIONS MUST BE COUNTDOWN TYPE

MEET THE ITE LED STANDARD. THE LED SIGNAL INDICATIONS MUST PROVIDE AN

14. ALL SIGNAL INDICATIONS AND PEDESTRIAN INDICATIONS MUST BE LED AND

13. NOTE OMITTED.

FOUNDATION IS NOT INSTALLED PER PLANS.

12. APPROVAL MUST BE OBTAINED FROM THE ENGINEER OF RECORD IF THE POLE

LEFT TURN LANE CLOSEST TO THE MEDIAN.

11. THE LENGTH OF THE MAST ARM MUST EXTEND TO THE INSIDE EDGE OF THE

10. NOTE OMITTED.

LICENSE.

9. THE CONTRACTOR MUST HAVE A STATE OF FLORIDA ELECTRICAL CONTRACTOR'S

APPROVED BY THE HILLSBOROUGH COUNTY TRAFFIC OPERATIONS SECTION.

OFF-DUTY POLICE OFFICERS, TEMPORARY SIGNALS, OR BY OTHER MEANS

8. TRAFFIC MUST BE MAINTAINED DURING ANY SPLICING ACTIVITY BY THE USE OF

NEW SIGNAL INSTALLATION HAS PASSED CONDITIONAL ACCEPTANCE INSPECTION.

7. ANY EXISTING SIGNAL INSTALLATION MUST REMAIN IN OPERATION UNTIL THE

ESTABLISH SIGNAL TIMINGS.

ACTIVATING OF NEW TRAFFIC CONTROLLER TO PROVIDE SUFFICIENT TIME TO

((813) 307-1798) MUST BE NOTIFIED AT LEAST TWO WEEKS IN ADVANCE OF

6. HILLSBOROUGH COUNTY TRAFFIC OPERATIONS AND ENGINEERING SECTIONS

OPERATIONS SECTION, (813) 612-7900.

EQUIPMENT MUST BE DELIVERED TO THE HILLSBOROUGH COUNTY TRAFFIC

5. CONTACT HILLSBOROUGH COUNTY TRAFFIC TO DETERMINE WHICH EXISTING

4. NOTE OMITTED.

3. NOTE OMITTED.

DURING MAST ARM CONSTRUCTION.

CLEARANCE SPACE FROM OVERHEAD POWER LINES SHOULD BE MAINTAINED

UNDER POWER LINES. IT SHOULD BE NOTED THAT 10 FOOT MAINTENANCE

2. CONTACT TECO FOR THEIR ASSISTANCE IN PERFORMING ALL NECESSARY WORK

TIME OF CONSTRUCTION.

CABLE SITES MUST BE LOCATED AND IDENTIFIED BY PROPER AUTHORITIES AT

1. COMPLY WITH THE SUNSHINE 811 RELATED FLORIDA STATUTES. UNDERGROUND

MARKING SUPERVISOR - DEAN FLYNN - (813) 612-7900 EXT. 41366 (FLYNND@HCFLGOV.NET)

TRAFFIC MANAGEMENT - RAFAEL DE DIOS CLAUDIO - (813) 307-1870 (DEDIOSR@HCFLGOV.NET)

SIGN SHOP SUPERVISOR - ERIC TIDWELL - (813) 612-7900 EXT. 41372 (TIDWELLE@HCFLGOV.NET)

SIGNAL SHOP SUPERVISOR - DARRYLE NORTON - (813) 399-2848 (NORTOND@HCFLGOV.NET)

PROJECT MANAGER - GEORGE AUBEL - (813) 612-9109 (AUBELG@HCFLGOV.NET)

2. TRAFFIC OPERATIONS CONTACT INFORMATION:

SHEETS MUST BE SIGNED AND SEALED.

NATIONAL ELECTRICAL SAFETY CODE WILL APPLY TO ALL WORK HEREIN. THE PLAN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NATIONAL ELECTRIC CODE AND

SPECIFICATIONS FOR CONSTRUCTION, FDOT TRAFFIC ENGINEERING MANUAL,

TECHNICAL MANUAL, HILLSBOROUGH COUNTY PUBLIC WORKS STANDARD

COUNTY UTILITY ACCOMMODATION GUIDE, HILLSBOROUGH COUNTY TRANSPORTATION

MINIMUM SPECIFICATIONS FOR TRAFFIC CONTROL DEVICES, HILLSBOROUGH

ADDENDUMS/CHANGES, FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, FDOT

CURRENT EDITION DIVISION II AND III WITH ALL APPLICABLE

F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1.

ON THE FDOT APPROVED PRODUCT LIST.

INTERSECTION. THE CONTROLLER AND CONTROLLER CABINET MUST BE LISTED

PROVIDE NECESSARY CONTROLS BASED ON THE DESIGN OF THE SIGNALIZED

VENDOR MUST ENSURE THE CONTROLLER CABINET WILL FULLY FUNCTION AND

DESIGN OF THE INTERSECTION. THE DESIGNER, CONTRACTOR AND CABINET

EQUIPMENT OF MODULES WITHIN THE CABINET WILL BE BASED ON THE PLAN

MUST BE PROVIDED WITH AN ATC/COMMANDER CONTROLLER. ADDITIONAL INTERFACE

STANDARD SPECIFICATION FOR CONSTRUCTION. THE CONTROLLER CABINET

SPECIFICATIONS DOCUMENTED IN THE HILLSBOROUGH COUNTY PUBLIC WORKS

COMPUTER SYSTEM. THE CONTROLLER CABINET MUST MEET THE

CONTROLLER MUST BE COMPATIBLE WITH THE HILLBOROUGH COUNTY CENTRAL

11. 670-5-166: ACTUATED SOLID STATE CONTROLLER ASSEMBLY: THE

AND NO LED INDICATOR LIGHT. REPRESENTATIVE EXAMPLE: POLARA BULLDOG PUSHBUTTON.

10. 665-1-12: PROVIDE ADA PIEZO PUSHBUTTONS WITH RAISED ARROW, AUDIBLE INDICATION,

9. NOTE OMITTED.

8. NOTE OMITTED.

LISTED ON THE FDOT APPROVED PRODUCT LIST.

TRAFFIC OPERATIONS SIGNAL SHOP FOR SPECIFIC UNIT ACCEPTANCE. THE UNIT MUST BE

CABINET, AND TRAFFIC SIGNAL CENTRAL SYSTEM. COORDINATE WITH HILLSBOROUGH COUNTY

MUST BE COMPATIBLE WITH THE CURRENT HILLSBOROUGH COUNTY CONTROLLER EQUIPMENT,

CONTROLLER CABINET TO THE CAMERA MUST NOT HAVE SPLICES. VIDEO DETECTION SYSTEM

NECESSARY TO MAKE A COMPLETE AND ACCEPTABLE SYSTEM. THE CABLE FROM THE

INTERFACE UNITS, CABLING, BRACKETS, HANGERS, AND ANY ADDITIONAL EQUIPMENT

CONVENTIONAL VIDEO DETECTION SYSTEM INCLUDING VIDEO CAMERAS, VIDEO PROCESSORS,

7. 660-4-11 AND 660-4-12: PROVIDE LABOR AND MATERIALS TO FURNISH AND INSTALL A

6. NOTE OMITTED.

AN AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) CERTIFIED

ALL POLE AND MAST ARM - SHOP DRAWINGS MUST BE 12 SIDED. FABRICATOR MUST BE

MESH IN GAPS BETWEEN PLATES PREVENTING SMALL ANIMALS FROM ENTERING ARM BOX.

OF SINGLE AND TWIN ARM BOX GUSSET PLATES TO ATTACH APPROVED EXPANDED METAL

MUST BE SINGLE SEAM. TWO SEAMS NOT PERMITTED. WELD TABS TO THE INSIDE FACE

PERMANENTLY ATTACHED IN THE TERMINAL COMPARTMENT JUST BELOW TO HAND HOLE.

TERMINAL COMPARTMENT HAND HOLE FOR ALL MAST ARMS. THE ID TAG WILL BE

5. 649-21-1, 649-21-3, 649-21-10: MUST INCLUDE: 7" MIN. - 8 1/2" MAX. BY 2'-6"

4. 646-1-11: MUST INCLUDE BREAKAWAY SUPPORT (TRANSFORMER TYPE BASE).

(DESIGN)/33,750 (FEET) LBS.

PULLBOX MUST HAVE A MINIMUM DESIGN/TEST LOAD OF 22,500

A MINIMUM DESIGN/TEST LOAD OF 15,000 (DESIGN)/22,500 (TEST) LBS. THE

ELECTRIC SERVICE. THE PULLBOX COVER/LID MUST BE HEAVY DUTY AND HAVE

3. 635-2-14: MUST BE 17"X30"X18" UNLESS DESIGNATED FOR LIGHTING AND

2. NOTE OMITTED.

1. 632-7-1: WIRE EACH PHASE/MOVEMENT AS A SEPARATE PHASE/MOVEMENT.

FOC/BT DUCT RUN THROUGHOUT PROJECT LIMITS

SAN

EOI

EOI

SD

WATER

WATER

SAN

P C

S

T A

.8

12 13 14 15 16

P I

S

T A

.6

EXIST. CONC. SEPARATOR TO REMAIN

EXIST. TYPE F C&G TO REMAIN

EXIST. SWK TO REMAIN

EXIST. TYPE F C&G TO REMAIN

EXIST. SWK TO REMAIN

EXIST. TYPE F C&G TO REMAIN

£ SURVEY WATERS AVE.

EXIST. TYPE F C&G TO REMAIN

W. WATERS AVE.

LEGEND

CURVE 1

CURVE DATA CURVE 1

PI STA. = 14+60.62

T = 263.77

L = 527.45

R = 11,459.16

PC STA. = 11+96.85

STA. 12+08.56

BEGIN MILLING & RESURFACING

HIMES AVE. & W WATERS AVE.

BEGIN PROJECT

N

10 40

Feet

TRANSIT STOP #9945

e = MATCH EXISTING

B A

K

W Y

R E

G I

O N

S

EXIST. POLE TO REMAIN

7.86 LT

16+40.01

PRC STA.= 17+24.30

S-1

EXIST. TYPE F C&G TO REMAIN

CONST. 93 LF OF 14"x23" RCP

EX-2

DESILT EXISTING 18" RCP

DESILT EXISTING 30" RCP

DESILT EXISTING 30" RCP

EXIST. R/W

EXIST. R/W

EX-1

EX-1

EX-3

FL ELEV. E 34.38' 30" RCP

FL ELEV. S 34.66' 15" RCP

FL ELEV. W 34.34' 36" RCP

FL ELEV. N 34.65' 15" RCP

RIM ELEV. 39.93'

CR-C

53.19 RT

14+57.29

CONST. 6' SWK

CIRCLE K GAS STATION

S-1

FL ELEV. S 39.70' 14"x23" ERCP

GRATE ELEV. 42.75'

43.22 RT

14+86.90

MORE INFORMATION

DRAINAGE STRUCTURES FOR

CONST. FLOWABLE FILL SEE

MATCH EXIST.

14+45.47, 80.97 RT

BEGIN CONST. TYPE F C&G

14+51.46, 81.04 RT

MATCH EXISTING SIDEWALK

BEGIN CONST. 6' SIDEWALK

31.66 RT

14+45.52

2.39 LT

14+45.55

31.69 RT

12+08.80

DESILT EXISTING 18" RCP

EX-1A

EX-1A

FL ELEV. NE 38.34' 18" RCP

RIM ELEV. 41.77'

EX-3

FL ELEV. W 36.45 30" RCP

FL ELEV. E 37.18' 30" RCP

FL ELEV. S 37.21' 18" RCP

E.O.P ELEV. 42.03'

EX-2

FL ELEV. N 38.04' 18" RCP

E.O.P ELEV. 42.07'

14+82.18, 40.66 RT

BEGIN FLOWABLE FILL

56.71 RT

15+39.31

14+97.22, 49.72 RT

BEGIN CONST. 5' SIDEWALK

END CONST. 6' SIDEWALK

INLET PROTECTION

ROADWAY RECONSTRUCTION

PAVEMENT WIDENING /

MILLING AND RESURFACING

DIRECTION OF TRAFFIC

14+82.18, 40.66 RT

REFER TO PAY ITEM NOTE 0425-1351

END FLOWABLE FILL

80.59 RT

14+15.59

47.70 RT

13+80.00

31.71 RT

13+80.00

O4"9"

D

10/21/2025RRuel P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\PLANRD01.dgn2:11:39 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

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TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

CAPITAL PROGRAMS DEPARTMENT

69600102

WATERS AVENUE AThimes avenue

ROADWAY PLAN (1)

STA. 11+20 TO STA. 16+50

T C

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EOI

EOI

EOI

WATER

GAS

WATER

EOI

EOI

BACK FLOW

BACK FLOW

WATER

SD

WATER

WATER

GAS

WATER

WATER

WATER WATERWATER

SD

WATER

U WATER

U

BACK FLOW

17 P R

C

S

T A

.3

18 19 20 21

P I

S

T A

.7

EXIST. TYPE E C&G TO REMAIN

EXIST. SWK TO REMAIN

EXIST. TRAFFIC SEPARATOR TO REMAIN

EXIST. TYPE F C&G TO REMAIN

CONST. TYPE F C&G

EXIST. SWK TO REMAIN

EXIST. TYPE F C&G TO REMAIN

£ SURVEY WATERS AVE.

CONST. 2' WIDE CONC. SEPARATOR TYPE I, OPTION II

CONST. TYPE F C&G

M

V

E

CR-C

CR-C

CR-C

LEGEND

CURVE 2

CURVE DATA CURVE 2

PI STA. = 19+96.75

T = 272.45

L = 544.79

R = 11,459.16

PRC STA.= 17+24.30

PT STA. = 22+69.09

CONST. TYPE F C&G

N

10 40

Feet

TO BE REMOVED

18" (DIAMETER) TREE

7.00 LT

17+37.00

2.00 LT

17+37.00

W. WATERS AVE.

£ SURVEY HIMES AVE.

e = MATCH EXISTING

RELOCATE BUS BENCH

REGIONS BANK DRWY

FOR MORE INFORMATION

SEE INTERSECTION DETAILS

NOTE:

1'R

7.00 LT

17+18.18

MATCH EXIST.

17+04.60, 32.04 LT

BEGIN CONST. TYPE F C&G

STA. 21+57.25

END MILLING & RESURFACING

HIMES AVE. & W WATERS AVE.

END PROJECT

M

E

STA. 105+83.33

HIMES AVE.

BEGIN CONSTRUCTION

CONST. TYPE F C&G

MATCH EXIST.

107+95.58, 27.03 RT

BEGIN CONST. TYPE F C&G

DESILT EXISTING 18" RCP

DESILT EXISTING 18" RCP

40'R

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

35'R

50'R

CR-C

MATCH EXIST.

18+32.40, 34.31 LT

END CONST. TYPE F C&G

42.00 LT

18+99.12

42.00 LT

19+36.05

42.00 LT

18+60.99

30" RCP

EXISTING

DESILT

EX-4

EX-4

FL ELEV. E 38.70' 36" RCP

FL ELEV. S 38.70' 15" RCP

FL ELEV. W 38.61' 30" RCP

FL ELEV. N 39.45' 18" RCP

RIM ELEV. 45.88'

EX-5

EX-5

FL ELEV. S 38.63' 18" RCP

FL ELEV. N 38.61' 18" RCP

E.O.P. ELEV. 45.88'

EXIST. SWK TO REMAIN

MATCH EXIST.

17+04.89, 40.10 LT

BEGIN CONST. 6' SIDEWALK

CR-K

CR-K

A2A1

11.50 RT

107+78.39

13.50 RT

107+78.40

2.00 LT

17+18.16

BE REMOVED BY HART

EXIST. HART SHELTER TO

6'

8'

10'

70.60 LT

17+49.75

INTERSECTION

BE RELOCATED FARSIDE OF

EXIST. HART SHELTER TO

CONST. 6' SWK

STA. 17+67.87

£ SURVEY WATERS AVE.

STA. 107+12.99 =

£ SURVEY HIMES

MATCH EXIST.

19+00.67, 31.62 RT

END CONST. TYPE F C&G

21.54 RT

105+83.42

21.37 LT

106+13.21

23.21 LT

106+00.18

MATCH EXIST.

105+83.33, 11.11 LT

END CONST. TYPE F C&G

STOP #9946

EXIST. TRANSIT

EXIST. BUS STOP #36

MATCH EXIST.

18+38.92, 31.43 RT

BEGIN CONST. TYPE F C&G

18+38.93, 39.81 RT

MATCH EXISTING SIDEWALK

BEGIN CONST. 6' SIDEWALK

MATCH EXIST.

19+00.72, 39.62 RT

END CONST. 6' SIDEWALK

CONST. TYPE F C&G

CONST. 6' SWK

58.72 RT

16+90.72

MATCH EXIST.

105+83.33, 23.00 LT

END CONST. 5' SIDEWALK

INLET PROTECTION

AND REPLACE WITH SOD

REMOVE EXISTING DRIVEWAY

ROADWAY RECONSTRUCTION

PAVEMENT WIDENING /

MILLING AND RESURFACING

DIRECTION OF TRAFFIC

31.72 RT

21+57.25

32.01 LT

21+57.25

42.00 LT

19+85.53

MATCH EXIST.

19+98.53, 31.95 LT

END CONST. TYPE F C&G

10/21/2025RRuel P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\PLANRD02.dgn11:32:54 AM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

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

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

CAPITAL PROGRAMS DEPARTMENT

69600102

WATERS AVENUE AThimes avenue

ROADWAY PLAN (2)

STA. 16+50 TO STA. 21+80

MATCH LINE 108+40.00

A

T C

H

L I N

E

S

T A

N

W A T E R

E O I

S A

N

G A S

U U

S A

N

W A T E R

W A T E R

E L

E C

W A T E R

E L

E C

S A

N

G A S

S A

N

U

W A T E R

109 110 111 112 113 P O

T

S

T A

.0

EXIST. TYPE F C&G TO REMAIN

CONST. TYPE F C&G

CONST. 2' WIDE CONC. SEPARATOR TYPE I, OPTION II

£ SURVEY HIMES AVE.

EXIST. SWK TO REMAIN

EXIST. TYPE F C&G TO REMAIN

1'R

25'R

N

10 40

Feet

110+06.21, 22.43 LT

BEGIN CONST. 5' SIDEWALK

5' SWK

110+66.00, 21.38 LT

END CONST. 5' SIDEWALK

21.02' LT.

108+81.83

22.54' RT.

110+66.00

22.55' LT.

110+50.54

21.36' LT.

110+60.53B

A

K

W Y

R E

G I

O N

S

6' SWK

END 2' WIDE CONC. SEPARATOR TYPE I, OPTION II

11.18' LT.

109+45.67

11.15' LT.

109+32.16

N. HIMES AVE.

19.15' LT.

109+32.25

38.50' LT.

110+01.62

STA. 110+66.00

HIMES AVE.

END CONSTRUCTION

LEGEND

EX-6

DESILT EXISTING 18" RCP

DESILT EXISTING 18" RCP

STANDARD INDEX 520-010

CONST. CONC. FLUME PER

EX-6

EXIST. R/W

EXIST. R/W

EXIST. DRIVEWAY TO BE CLOSED

EX-7

EX-7

FL ELEV. S 39.94' 18" RCP

FL ELEV. W 40.20' 18" RCP

GRATE ELEV. 44.27'

29.02' LT.

108+82.36

13.04' RT.

109+64.00

11.04' RT.

109+63.99

W/ 3' TRANS.

MATCH EXIST. TYPE D C&G

109+70.62, 38.50 LT

END CONST. TYPE F C&G

109+62.83, 22.32 LT

END CONST. 6' SIDEWALK

S-2

S-2

FL ELEV. N 40.55 14"x23" ERCP

GRATE ELEV. 44.51'

14"x23" ERCP

CONST. 59 LF OF

FL ELEV. S 40.15 14"x23" ERCP

FL ELEV. E 40.13' 18" RCP

GRATE ELEV. 42.97'

EXIST. CURB AND GUTTER TO REMAIN

12.16' LT.

109+72.78

INLET PROTECTION

AND REPLACE WITH SOD

REMOVE EXISTING DRIVEWAY

PAVEMENT WIDENING

MILLING AND RESURFACING

DIRECTION OF TRAFFIC

10/21/2025RRuel P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\PLANRD03.dgn11:32:59 AM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

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

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

CAPITAL PROGRAMS DEPARTMENT

69600102

WATERS AVENUE AThimes avenue

ROADWAY PLAN (3)

STA. 108+40 TO STA. 113+35.03

A

T C

H

L I N

E

S

T A

WATER

SD

WATER

WATER

GAS

WATER

WATER

WATER WATERWATER

U

16 17 18 19

N

Feet

0 10

.0

.0

.0

0.02

0.02

W WATERS AVE.

M

E

EL. 43.77

41.72 RT

16+00.00

EL. 44.25

41.72 RT

16+50.00

EL. 44.71

41.71 RT

17+00.00

MATCH EXIST.

44.99 LT

18+13.89

MATCH EXIST.

62.47 LT

18+01.58

MATCH EXIST.

27.03 RT

107+95.58

£ SURVEY HIMES AVE.

£ SURVEY WATERS AVE.

LEGEND

STA. 17+67.87

£ SURVEY W WATERS AVE.

STA. 107+12.99 =

£ SURVEY N HIMES AVE.

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

42.00 RT

18+40.51

53.17 RT

18+10.05

68.22 RT

17+98.60

42.00 LT

18+47.12

2' CONC. TRAFFIC SEPARATOR

AND REPLACE WITH SOD

REMOVE EXISTING DRIVEWAY

ROADWAY RECONSTRUCTION

MILLING AND RESURFACING

DIRECTION OF TRAFFIC

EL. 44.87

70.60 LT

17+49.75

EL. 44.97

43.29 LT

17+37.65

EL. 45.10

41.71 RT

17+18.16

CIRCLE K GAS STATION

EL. 46.06

2.18 LT

17+13.16

EL. 46.12

2.15 LT

17+18.16

EL. 46.31

2.00 LT

17+37.00

EL. 46.16

7.00 LT

17+37.00

EL. 46.07

6.54 LT

17+18.18

EL. 46.01

6.56 LT

17+13.18

EL. 44.80

20.81 LT

108+00.00

EL. 44.61

20.94 LT

108+50.00

66.90 RT

17+17.51

EL. 45.83

52.29 RT

17+43.31

EL. 46.49

77.64 RT

17+53.31

45.06

32.07 LT

17+09.96

MATCH EXIST.

11.11 LT

105+83.33

MATCH EXIST.

34.06 LT

18+33.20

10/7/2025RRuel P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\SPDTRD01.dgn10:28:23 AM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

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

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

CAPITAL PROGRAMS DEPARTMENT

INTERSECTION DETAIL SHEET 13

00 2020 4040 6060 8080 100100 120120

1" = 10' Vertical

1" = 20' Horizontal

£ SURVEY WATERS AVE.

£ SURVEY HIMES AVE.

S-1

£ SURVEY WATERS AVE.

14+90.00

GRATE ELEVATION IS TO THE EDGE OF PAVEMENT ELEVATION

ARE TO THE CENTERLINE OF THE STRUCTURE BOTTOM.

DRAINAGE STRUCTURE STATIONING AND OFFSET DIMENSIONS

NOTE:

S-2

£ SURVEY HIMES AVE.

108+76.58

R

W

L I N

E

43.92

S-1

CONNECT TO

PROPOSED 14"x23" PIPE

EXISTING 2" BT

EXISTING 4" FM

EXISTING 20" WM

EX-2

¥ 39.70' SOUTH

GRATE ELEV. 42.75'

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

CONST. CURB INLET TYPE P-5

STA. 14+90.00 (41.78' RT.)

£ SURVEY WATERS AVE.

0.02

EXISTING 2" BT

EXISTING 2" BT

EXISTING 2" GM

EXISTING 2" BT

EXISTING 2" FOC

EXISTING 2" FOT 2'-8"

6"6"

MIN

6"

SEE PLANS FOR LIMITS

REFER TO INDEX 0425-1351

PROPOSED DRAINAGE PIPE AND THE 20" WM

PROVIDE FLOWABLE FILL BETWEEN THE

EXISTING (2) 1.5" FOC

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

T

F I

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T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 97837

JOHN T. HURYN, P.E.

DRAINAGE STRUCTURES

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CAPITAL PROGRAMS DEPARTMENT

SHT. NO.CIP NO.

69600102

WATERS AVENUE AThimes avenue

P:\Projects18\18-0049.001_Himes_Intersection_Design\Drainage\Waters\DRXSRD02.dgnRRuel 10/10/2025 2:51:12 PM Rdxsrd_shg

44.87

PROPOSED 14"x23" PIPE

S-2

CONNECT TO

EX-6

¥ 40.55' NORTH

GRATE ELEV. 44.51'

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

CONST. CURB INLET TYPE P-5

STA. 108+76.58 (21.00' LT.)

£ SURVEY HIMES AVE.

R

W

L I N

E

R

W

L I N

E

EXISTING 2" FOC

EXISTING 2" FOC

EXISTING 2" FOC

EXISTING 2-2" FOC

EXISTING 16" WM

EXISTING 8" FM

EXISTING 2" FOC

EXISTING 2" FOC

EXISTING 2" FOC

EXISTING 8" FM

EXISTING 2" FOC

EXISTING 2" FOC

EXISTING 2" FOC

0.01

P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\RDXSRD02.dgnRRuel 10/7/2025 10:28:33 AM Rdxsrd_shg

Regular Exc. Embankment

AV V

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

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CAPITAL PROGRAMS DEPARTMENT

WATERS AVENUE AThimes avenue

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

00 2020 4040 6060 8080 100100 120120

1" = 10' Vertical

1" = 20' Horizontal

15+00.00

15+50.00

CROSS SECTIONS (1)

(WATERS AVENUE)

£ SURVEY WATERS AVE.

£ SURVEY WATERS AVE.

14+50.00

WATERS AVE. CROSS SECTIONS

STA. 12+08.56

BEGIN PROJECT

BEGIN EARTHWORK

0.00

0.00

0.00

18.40

17.71

15.72

OFFSET (67.60 RT).

BEEN BUILD. MATCH EXSTING AT THIS

THIS AREA, A CIRCLE K GAS STATION AS

EXISTING CONDITIONS HAVE CHANGED IN

R

W

L I N

E

R

W

L I N

E

43.57

R

W

L I N

E

R

W

L I N

E

44.05

E L

.8

.7

R T

0.02

R

W

L I N

E

R

W

L I N

E

44.63

E L

.3

.7

R

0.02

P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\RDXSRD02.dgnRRuel 10/7/2025 10:28:34 AM Rdxsrd_shg

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

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CAPITAL PROGRAMS DEPARTMENT

WATERS AVENUE AThimes avenue

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

00 2020 4040 6060 8080 100100 120120

16+00.00

1" = 10' Vertical

1" = 20' Horizontal

16+50.00

17+00.00

CROSS SECTIONS (2)

£ SURVEY WATERS AVE.

£ SURVEY WATERS AVE.

18.71 0.00

33 2

1.8117.07

32 4

2.4417.70

16 2

R

W

L I N

E

R

W

L I N

E

45.07

E L

.7

.7

R T

0.02

R

W

L I N

E

R

W

L I N

E

45.43

E L

.2

.7

R T

1:60.02

R

W

L I N

E

R

W

L I N

E

45.82

E L

.7

.7

R

1:160.02

P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\RDXSRD02.dgnRRuel 10/7/2025 10:28:34 AM Rdxsrd_shg

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

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CAPITAL PROGRAMS DEPARTMENT

WATERS AVENUE AThimes avenue

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

00 2020 4040 6060 8080 100100 120120

17+50.00

1" = 10' Vertical

1" = 20' Horizontal

18+00.00

18+50.00

CROSS SECTIONS (3)

£ SURVEY WATERS AVE.

£ SURVEY WATERS AVE.

0.00

0 0

0.27

0 0

0.00

0 0

0.00

0.42

0.00

46.31

N. HIMES AVE.

N. HIMES AVE.

R

W

L I N

E

46.62

R

W

L I N

E

R

W

L I N

E

DRWY

47.02

P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\RDXSRD02.dgnRRuel 10/7/2025 10:28:34 AM Rdxsrd_shg

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

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CAPITAL PROGRAMS DEPARTMENT

WATERS AVENUE AThimes avenue

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

00 2020 4040 6060 8080 100100 120120

19+00.00

1" = 10' Vertical

1" = 20' Horizontal

19+50.00

20+00.00

CROSS SECTIONS (4)

£ SURVEY WATERS AVE.

£ SURVEY WATERS AVE.

0.00

0 0

0.00

0 0

0.00

0 0

0.00

0.00

0.00

R

W

L I N

E

R

W

L I N

E

47.10

R

W

L I N

E

R

W

L I N

E

47.66

R

W

L I N

E

R

W

L I N

47.69

P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\RDXSRD02.dgnRRuel 10/7/2025 10:28:34 AM Rdxsrd_shg

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

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CAPITAL PROGRAMS DEPARTMENT

WATERS AVENUE AThimes avenue

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

00 2020 4040 6060 8080 100100 120120

20+50.00

1" = 10' Vertical

1" = 20' Horizontal

21+00.00

21+50.00

CROSS SECTIONS (5)

£ SURVEY WATERS AVE.

£ SURVEY WATERS AVE.

STA. 21+57.25

END PROJECT

END EARTHWORK

0.00

0 0

0.00

0 0

0.00

0 0

0.00

0.00

0.00

R

W

L I N

E

R

W

L I N

E

47.44

R

W

L I N

E

R

W

L I N

E

47.46

R

W

L I N

E

R

W

L I N

47.35

P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\RDXSRD02.dgnRRuel 10/7/2025 10:28:35 AM Rdxsrd_shg

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

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CAPITAL PROGRAMS DEPARTMENT

WATERS AVENUE AThimes avenue

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

00 2020 4040 6060 8080 100100 120120

106+50.00

107+00.00

1" = 10' Vertical

1" = 20' Horizontal

107+50.00

CROSS SECTIONS (6)

(HIMES AVENUE)

£ SURVEY HIMES AVE.

£ SURVEY HIMES AVE.

STA. 105+83.33

BEGIN CONSTRUCTION

BEGIN EARTHWORK

HIMES AVE. CROSS SECTIONS

0.620.00

0.000.00

0.003.76

R

W

L I N

E

46.44

1:

46.28

WATERS AVE.WATERS AVE.

45.46

E L

.0

.8

P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\RDXSRD02.dgnRRuel 10/7/2025 10:28:35 AM Rdxsrd_shg

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

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CAPITAL PROGRAMS DEPARTMENT

WATERS AVENUE AThimes avenue

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

00 2020 4040 6060 8080 100100 120120

108+00.00

108+50.00

1" = 10' Vertical

1" = 20' Horizontal

109+00.00

CROSS SECTIONS (7)

(HIMES AVENUE)

£ SURVEY HIMES AVE.

£ SURVEY HIMES AVE.

0.00

0.00

7.91 0.83

19.07

30 0

20 1

9 4

13.41

R

W

L I N

E

R

W

L I N

E

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DROP OFF BETWEEN LANES

PROPOSED OVERBUILD TO PREVENT

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P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\RDXSRD02.dgnRRuel 10/7/2025 10:28:35 AM Rdxsrd_shg

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CAPITAL PROGRAMS DEPARTMENT

WATERS AVENUE AThimes avenue

TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

00 2020 4040 6060 8080 100100 120120

109+50.00

110+00.00

1" = 10' Vertical

1" = 20' Horizontal

110+50.00

CROSS SECTIONS (8)

(HIMES AVENUE)

£ SURVEY HIMES AVE.

£ SURVEY HIMES AVE.

1.39 3.51

0.00 0.00

1.44

1 3

1 4

1 2

3.99

STATION: 109+64.00

END 2' TRAFFIC SEPARATOR

STA. 110+66.00

END CONSTRUCTION

END EARTHWORK

0.000.00

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REGIONS BANK

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P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\RDXSRDDrwys02.dgnRRuel 10/7/2025 10:28:48 AM Rdxsrd_shg

DRIVEWAY HALF SECTIONS

69600102

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CAPITAL PROGRAMS DEPARTMENT

WATERS AVENUE AThimes avenue

£ SURVEY WATERS AVE.

1" = 20' Horizontal

1" = 10' Vertical

18+80.00

19+60.79

00 2020 4040 606080

£ SURVEY WATERS AVE.

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TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

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REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

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TAMPA, FL 33647

15310 AMBERLY DRIVE, SUITE 310

DRMP, INC.

P.E. LICENSE NUMBER 73589

PAVAN K. PAIAVULA, P.E.

CAPITAL PROGRAMS DEPARTMENT

69600102

WATERS AVENUE AThimes avenue

TEMPORARY TRAFFIC

CONTROL PLAN (1)

GENERAL NOTES

GENERAL NOTES

SPEED LIMIT TANGENTTAPER

25' 50'

USE TABLE UNLESS OTHERWISE STATED IN THE PLANS

≤ 45 MPH

CHANNELIZING DEVICE SPACING

≤ 45 MPH 25' 50'

BARRICADES

CONES

LISA STROUT 813-298-3027 OR JOE MCKENNA 813-415-9696

EMAIL PLANS OR QUESTIONS TO TTCPERMITS@HCFL.GOV

HTTPS://HCFL.GOV/BUSINESSES/PERMITS-AND-RECORDS/PERMITS/APPLY-FOR-A-TEMPORARY-TRAFFIC-CONTROL-TTC-PERMIT

A SEPARATE HILLSBOROUGH COUNTY TTC PERMIT WILL BE REQUIRED FOR EACH SOUNTY ROADWAY, APPLY 5 FIVE-DAYS PRIOR TO STARTING WORK 9.

COST OF TEMPORARY ADA CURB RAMPS TO BE INCLUDED IN THE MAINTENANCE OF TRAFFIC (PAY ITEM 102-1)8.

THAT INTERFERE WITH NORMAL BUS OPERATIONS.

COORDINATE BUS STOP LOCATIONS AND ACCESS WITH THE MANAGING AGENCY, 14 DAYS PRIOR TO ANY CONSTRUCTION ACTIVITIES

ACCESS TO AND FROM ALL BUS STOP BOARDING AND LANDING AREAS SHALL BE MAINTAINED DURING CONSTRUCTION. 7.

ACCESS POINT TO THE SCHOOL DURING ANY SCHEDULED EVENT.

NOTIFY SCHOOLS IN THE AREA A MINIMUM OF 14 DAYS IN ADVANCE OF PERFORMING ANY LANE CLOSURES. DO NOT RESTRICT ANY6.

DELIVERY, ETC, TO PRIVATE OR COMMERCIAL PROPERTIES.

NOTIFY ADJACENT PROPERTY OWNERS 96 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES WHICH SHALL RESTRICT ACCESS, 5.

( 5 MINUTE DELAY ) UNTIL TRAFFIC HAS RETURNED TO AN ACCEPTABLE FLOW AS DETERMINED BY THE ENGINEER.

AT THE DISCRETION OF THE ENGINEER, OPEN ANY TEMPORARY LANE CLOSURE CAUSING EXTENDED TRAFFIC CONGESTION 4.

ADDITIONAL COST OR TIME EXTENSION.

REQUESTS MADE BY THE ENGINEER FOR CORRECTION, IMPROVEMENT OR MODIFICATION OF THE MAINTENANCE OF TRAFFIC AT NO

BY THE ENGINEER, WITHOUT DELAY. RESPOND WITHIN 30 MINUTES FROM THE TIME OF NOTIFICATION BY THE ENGINEER TO ANY

OR REMOVE LANE CLOSURES OR CHANNELIZATIONS SHOWN IN THE PLANS. MAKE THE NECESSARY ADJUSTMENTS, AS DIRECTED

TRAFFIC CONDITIONS, ACCIDENTS AND OTHER UNFORESEEN EMERGENCY CONDITIONS MAY REQUIRE THE ENGINEER TO RESTRICT3.

· HILLSBOROUGH COUNTY FIRE STATION 19 CARROLLWOOD

· TAMPA FIRE RESCUE STATION 11

· HILLSBORUGH COUNTY FIRE STATION 10 ARMDALE

ADVANCE OF PERFORMING ANY LANE CLOSURES.

NOTIFY ALL LOCAL LAW ENFORCEMENT AND EMERGENCY/RESCUE AGENCIES LOCATED IN THE PROJECT VICINITY 24 HOURS IN 2.

· UTILIZE STANDARD PLAN INDEX 102-600 AND THE APPLICABLE STANDARD PLANS IN THE 102-6”XX”SERIES IN DEVELOPING THE MAINTENANCE OF TRAFFIC PLAN.

· PROVIDE TEMPORARY TRAFFIC CONTROL FOR BICYCLISTS AND PEDESTRIANS WHEN EXISTING BICYCLE AND PEDESTRIAN FACILITIES ARE IMPACTED.

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

· NO LANE CLOSURE RESTRICTIONS WILL BE ALLOWED BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM.

· THE REGULATORY SPEED MUST REMAIN THE SAME AS THE EXISTING POSTED SPEED LIMIT.

THE FOLLOWING INFORMATION IN DEVELOPING A MAINTENANCE OF TRAFFIC PLAN:

MAINTENANCE OF TRAFFIC MUST BE IN ACCORDANCE WITH HILLSBOROUGH COUNTY PUBLIC WORKS STANDARD SPECIFICATIONS, SECTION 01500 MAINTENANCE OF TRAFFIC. USE 1.

10/9/2025RRuel P:\Projects18\18-0049.001_Himes_Intersection_Design\Roadway\Waters\TCP\TCGNRD02.dgn2:21:23 PM

REVISIONS

DATE DESCRIPTION

601 E. KENNEDY BLVD.

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TAMPA, FL 33647

15310…