drainage improvements

25

3536

1

2

1112

30 29

31 32 33

6

45

7

8

9

1617

18

Fish Cr.

TAMPA

INTERNATIONAL

AIRPORT

Veterans

Exp

wy

Exit 2A

Exit 2B

Exit 3

Exit 4

Parkway

2

CYPRESS

Drew

Rocky

Pt.

INDEX OF ROADWAY PLANS

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

VICINITY MAP

FLORIDA STATUTES.

ADOPTED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION PURSUANT TO SUBSECTIONS 335.075 (1) AND (4),

OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" AS

UNDER MY PERSONAL DIRECTION AND CONTROL COMPLIES WITH ALL APPLICABLE STANDARDS, INCLUDING THE "MANUAL

I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THE DESIGN OF THIS PROJECT, AS PREPARED

ENGINEER'S CERTIFICATION OF COMPLIANCE

PUBLIC WORKS DEPARTMENT

HILLSBOROUGH COUNTY

PREPARED FOR:

PROJECT LOCATION

1. ALL FDOT INDEX REFERENCES IN THIS SET OF PLANS REFER TO

2. GOVERNING SPECIFICATIONS, FDOT STANDARD SPECIFICATIONS

3. ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS

4. UNDERGROUND UTILITIES: THE LOCATIONS OF UNDERGROUND

MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS

MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.

UTILITIES AS SHOWN ON THE PLANS HAVE BEEN OBTAINED

BY FIELD SURVEYS AND SEARCHES OF AVAILABLE RECORDS.

IT IS BELIEVED THAT THIS DATA IS ESSENTIALLY CORRECT.

HOWEVER, THESE PLANS DO NOT GUARANTEE THEIR ACCURACY

VERIFY THE EXACT LOCATION OF EACH FACILITY WITH THE

UTILITY COMPANY WHEN THE POTENTIAL EXISTS FOR INVOLVE-

MENT AND SHALL TAKE DUE CARE IN ALL PHASES OF THE

CONSTRUCTION TO PROTECT ANY SUCH FACILITIES WHICH

MAY BE AFFECTED BY THE WORK. ANY DAMAGE TO EXISTING

UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

NOTES:

1

NO.

SHEET

CONSTRUCTION PLANS

P.E. NO.: 54018

FDOT DESIGN STANDARDS, 2016 EDITION, UNLESS OTHERWISE NOTED.

PREPARED BY

T-28-S

T-29-S

R-18-

E

R-19-

E

PROJECT LOCATION

OR COMPLETENESS. THE CONTRACTOR WILL BE REQUIRED TO FIELD

N

TAMPA, FL 33647 (813)265-9800

15310 AMBERLY DRIVE, SUITE 200

DRAINAGE IMPROVEMENTS

FOR ROAD AND BRIDGE CONSTRUCTION, 2016 EDITION, AND UTILITY

ACCOMODATION GUIDE, 2016 EDITION.

ENGINEER OF RECORD: SCOTT A. GARTH, P.E.

PROJECT MANAGER

SCOTT A. GARTH, P.E.

Certificate of Authorization No. 2648

NOT TO SCALE

0.0000.00

0.000

0.000

201646129.005

0.00

0.00

LENGTH OF PROJECT

THE BOARD OF COUNTY COMMISSIONERS

DESCRIPTION MILES

ROADWAY

NET LENGTH OF PROJECT

EXCEPTIONS

GROSS LENGTH OF PROJECT

LINEAR FEET

PROJECT NO.YEAR

FISCAL

DIMARCO ROAD

0.055

DITCH

DIMARCO RD

BR

AY R

D

DR

EIS

LE

R

ST

JULY 2016

W. CHELSEA RD

292.31

SHEET DESCRIPTIONSHEET NO.

1

2

3

4

5

6-7

8-13

BRAY RD.

DIMARCO

STACY WHITE

SANDRA L. MURMAN

AL HIGGINBOTHAM

KEN HAGAN

KEVIN BECKNER

VICTOR D. CRIST

LESLEY "LES" MILLER JR.

CHAPLAIN

COMMISSIONER

COMMISSIONER

COMMISSIONER

COMMISSIONER

VICE-CHAIR

CHAIRMAN

SWFWMD PERMIT

DRAINAGE STRUCTURES

PLAN AND PROFILE

PROJECT LAYOUT

TYPICAL SECTION

GENERAL NOTES

SUMMARY OF PAY ITEMS

KEY SHEET

Hillsborough CountyFlorida

PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

ppaiavula

Text Box

This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies

7/19/2016lreynolds P:\Projects11\11-0271.009_ DiMarco_Road_Drainage_Improvement_Projct\Roadway\CESSRD4:02:18 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT NO.

46129.005

HILLSBOROUGH COUNTY

DEPARTMENT

PUBLIC WORKS

(813) 272-5912

TAMPA, FLORIDA 33601

601 E. KENNEDY BLVD., 22ND FLOORHillsborough CountyFlorida

NAVD '88

VERTICAL DATUM

License No.: 54018 Scott A. Garth, P.E.

Certificate of Authorization No. 2648Phone: (813) 265-9800Tampa, Florida 33647

15310 Amberly Drive, Suite 200DRMP, Inc.

SUMMARY OF PAY ITEMS

2

BRAY ROAD

DIMARCO ROAD

Unit prices were derived from Hillsborough County 2015 WORCS Contract unit prices.

PAY ITEM NOTES:

PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

ppaiavula

Text Box


3

GENERAL NOTES

4). Utilities not under this contract to be adjusted by utility owners.

GENERAL NOTES

UTILITY OWNERS:

encountered, and upon which their bids will be based.

at their own conclusions regarding the actual conditions that will be

bidding, to conduct whatever investigations they deem necessary to arrive

during the course of this work. All Contractors are directed, prior to

in assessing the nature and extent of the conditions which may be encountered

2). The information provided in these plans is solely to assist the Contractor

constructed since the preparation of these plans.

utilities, etc. within the project area which may have been installed or

purport to be absolutely correct. There may be other improvements,

available at the time of the preparation of these plans but do not

and other features are shown in accordance with the best information

1). Location, elevation, and dimensions of existing utilities, structures,

(813) 978-2164

TAMPA, FL 33619

1909 US HIGHWAY 301 N

DAVID WYNNS

FRONTIER FLORIDA, INC.

necessary work permits that may be required prior to construction.

shall comply with all state, county, and local ordinances and obtain any

all existing utilities, structures, and other features affecting their work and

3). The contractor shall verify the location, elevation, and dimensions of

Office prior to starting construction. Contact this office at (813) 274-6500.

to obtain a Temporary Traffic Control Permit from the Transportation Management

Any work within fifteen feet of the edge of the roadway will require the Contractor

Control Devices" as adopted by the Florida Department of Transportation (FDOT).

required by the Federal Highway Administration (FHWA) "Manual on Uniform Traffic

and shall provide all necessary warning signals, lights, and flagmen as

22). The contractor will be responsible for the Maintenance of Traffic (MOT),

equal to or better than the pre-construction condition.

of clearing and grubbing, and to ensure that all surface features are restored to a condition

23). The contractor will be responsible for protecting trees and vegetation outside the limits

(813) 274-8095

TAMPA, FL 33602

306 EAST JACKSON STREET

JACK FERRAS

CITY OF TAMPA WASTEWATER

construction scheduling between the contractor and all utility agencies.

6). Contractor shall be responsible for all of the coordination of

"Underground Facility Damage Prevention and Safety Act."

underground facilities prior to construction, as established by the

services at 744-5670, in order to locate and identify their existing

utility companies, including the Hillsborough County Traffic Control

5). The contractor shall provide at least 48 hours notice to the various

Edge of Pavement (per FDOT Index 105) to permit roadway runoff to flow into ditch.19). Contractor shall ensure that finished grade of newly placed sod is placed below

construction. Contact this office at (813) 270-6500.20). A Right of Way Permit must be obtained from ROWMO prior to starting

Manual, latest edition

County Utility Accommodation Guide (UAG) and Right-Of-Way Use Procedure

18). All right-of-way restoration must comply with the Hillsborough

leaving the project.

shall be monitored and adjusted as necessary to prevent sediment from

following soil stabilization and final dressing. Erosion control measures

any land alterations, maintained during construction, and removed

16). All erosion control fences and barriers shall be erected prior to

plans.10). All proposed pipe shall be RCP Class III unless otherwise noted on the

engineer for future removal by county forces.

salvageable shall be neatly stockpiled in an area designated by the

road signs, existing signal equipment, etc. that the engineer deems

11). Any and all material to be removed such as culvert pipe, guardrail,

meeting acceptable standards.

on all materials delivered to the project and to reject all materials not

7). The county reserves the right to perform quality assurance testing

payment shall be made for this work.

work shall be included in the unit price bid for other items. No additional

with the plans and specifications, any and all expenses incurred for this

stake-out that may be required to complete the project in accordance

the project, i.e., line, grade, slope stake, utility relocations or any other

12). The contractor shall be responsible for the complete stake-out of

incurred for this work shall be included in the unit price bid for other items.

with county standards or as directed by the engineer. Any and all expenses

13). Overall clean-up shall be accomplished by the contractor in accordance

to the satisfaction of the engineer. Payment shall not be made for this work.

caused by the contractor in the performance of his work shall be corrected

14). The contractor shall endeavor to protect private property, any damage

satisfaction of the engineer. Payment shall not be made for this work.

hauling or excavation equipment shall be repaired by the contractor to the

15.) Any damage to state, county, or local roads caused by the contractor's

eliminate the potential for offsite sediment transport.

utilized to collect the discharge from dewatering activities to

or wetland systems. Temporary sediment basins or traps shall be

directly to receiving waters, existing conveyances to receiving waters

17). During dewatering operations, the contractor shall not discharge

be responsible for means and methods of construction.

8). Significant dewatering for construction will be required. The contractor shall

(Reference Contract Documents.)

to coincide with the contractors construction schedule.

pre-construction conference to adjust their schedules

Note: This includes meeting with utility agencies prior to the

DRIVEWAY RECONSTRUCTION NOTES:

SURVEY NOTES:

35). Driveway restoration must comply with the FDOT Design Standards Index 515.

34). Driveway restoration must comply with section 5.62 of the Hillsbourough County UAG.

and Land Development Code of Hillsborough County.

36). Driveway restoration must comply with section 6.04 of the Access Management Regulations

(elevation=11.38 feet) and VA-049 (elevation=10.56 feet).

as referenced to Hillsborough County Benchmarks VA-070

Elevation data is based on North American datum of 1988 (NAVD88) 27).

easements, ownership, or other instruments of record by DRMP, Inc.

Lands shown were not abstracted for dedicated right-of-way, 28).

County, Florida. All recorded plats are found in the public records of Hillsborough 30).

Units of measure are U.S. survey feet. 31).

During the construction operations, the following control measures will be used to prevent erosion and sedimentation.

erodible areas exposed to weather. Areas outside the limits of construction will not be disturbed.

encircle with sediment containment devices.

The Contractor must develop a detailed erosion and sediment control plan and submit for review. The plan will include:

installation and maintenance tied to specific dates or construction activities.

Clearing and grubbing operations are controlled so as to minimize unprotected

Excavated material will not be deposited in locations where it could be washed

New and existing structures will be protected from siltation during

The construction project schedule with erosion and sediment control

Name and phone number of contractor's representative responsible for erosion

away by high water or storm water runoff, and stockpiles shall be covered or

construction.

24). Erosion and Sediment Controls

development and maintenance of a Stormwater Pollution Prevention Plan (SWPPP).Construction Generic Permit (CGP) and comply with all provisions of the CGP, including shall prepare and submit a notice of intent for coverage under the FDEP NPDES 25). If the area disturbed in the project is (1) acre or greater, the contractor

(813) 275-3037

TAMPA, FL 33601

PO BOX 111

JASON COOPER

TAMPA ELECTRIC COMPANY

EMER: (408) 954-1580 EX: 155

(724) 416-2193

TAMPA, FL 33614

4511 N HIMES AVE #210

BRYANT LOWE

CROWN CASTLE

(813) 927-6751

TAMPA, FL 33619

8420 SABLE INDUSTRIAL BLVD.

GEORGE AUBEL

TRAFFIC SERVICE UNIT

HILLSBOROUGH COUNTY-

(813) 272-5977 EX. 43385

TAMPA, FL 33602

925 E TWIGGS ST,

DORIS LOUGHIN

WATER RESOURCE SERVICES

HILLSBOROUGH COUNTY-

ALT: (801) 330-8300

(813) 301-4047

TAMPA, FL 33610

5904 HAMPTON OAKS PWKY,

JEFF SBROCCO

XO COMMUNICATIONS

remain unless otherwise noted on the plans.

9). All existing drainage structures and pipes within the right-of-way shall

northerly right-of-way line of Dimarco Road. Reference Network, deriving a bearing of South 88°51’41” East along the observations originating from and adjusted to the Florida Permanent Datum, 2011 Adjustment, as established from a network of GPS State Plane Coordinate System, West Zone (0902), 1983 North American

The bearings and coordinates shown are based on the Florida 26).

County Surveyor without delay by telephone.not been properly referenced, the contractor shall notify Hillsborough protected. If a corner monument is in danger of being destroyed and has 32). Any public land corner within the limits of construction is to be

monumentation.

based on recorded plat information and best fit lines of found

Not a boundary survey. Right-of-ways and easements shown are 29).

and sediment control installation and maintenance to be available on a 24 hour basis.

to construction.

21). Contractor to provide a detailed Traffic Control Plan to County for approval prior

(813) 274-8593

TAMPA, FL 33602

306 EAST JACKSON STREET

ANDRE BIEN-AIME

CITY OF TAMPA WATER DEPARTMENT

7/19/2016lreynolds P:\Projects11\11-0271.009_ DiMarco_Road_Drainage_Improvement_Projct\Roadway\GNNTRD4:02:22 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT NO.

46129.005

HILLSBOROUGH COUNTY

DEPARTMENT

PUBLIC WORKS

(813) 272-5912



NAVD '88

VERTICAL DATUM




PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

jnolen

Text Box


7/19/2016lreynolds P:\Projects11\11-0271.009_ DiMarco_Road_Drainage_Improvement_Projct\Roadway\TYPSRD4:02:23 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT NO.

46129.005

HILLSBOROUGH COUNTY

DEPARTMENT

PUBLIC WORKS

(813) 272-5912



NAVD '88

VERTICAL DATUM




DIMARCO ROAD

POSTED SPEED: 20 MPH

BRAY ROAD

R/

W LIN

E

SAW CUT AND MATCH EXIST.

¡ B

RA

Y R

OA

D

TYPICAL SECTION

4

STABILIZATION12" TYPE B

2'

21'

STA. 301+10.74 TO STA. 301+70.32

STA. 100+06.31 TO STA. 100+76.46

0.02 MIN.

0.02 MIN.

0.02 MIN.

£ SURVEY PROPERTY LINE

EASEMENT LINE

STABILIZATION12" TYPE B

ROADWAY RECONSTRUCTION

EASEMENT LINE

LIMITS OF TRENCH

FENCEEXIST.RESET

SOD AND LANDSCAPE

CLEARING & GRUBBING

WIDTH VARIES

¡

DI

MA

RC

O R

OA

D

CONST. 36" PIPE

REMOVE EXIST. 18" PVC PIPE

UNDISTURBED EARTH

TO MIDDLE OF PIPECOMPACT HAUNCHING MATERIAL

STA. 201+00.00 TO STA. 202+35.00

PROCTOR) UP TO 1 FOOT LIFTSBACKFILL (98% COMPACTION MODIFIED

BOX CULVERT AREASSHALL BE USED WITHIN THE PROPOSED * 5" THICK BLACK BASE (TYPE B-12.5 ONLY)

SHEET ARE NOT DRAWN TO SCALENOTE: TYPICAL SECTIONS DEPICTED ON THIS

ROADWAY RECONSTRUCTION

POSTED SPEED: 20 MPH

DESIGN SPEED: 25 MPH

DESIGN SPEED: 25 MPH

TRENCHING ALONG PROPERTY LINE

TYPICAL SECTION FOR

TYPE F DROP CURB TYPE F DROP CURB

16' CLEAR ZONE 16' CLEAR ZONE

2' 2' 6' SHLDR.6' SHLDR.

TYPE F DROP CURB

0-10.5'

VARIES

OPTIONAL BASE

AND RESURFACING

ROADWAY MILLING

AND RESURFACING

ROADWAY MILLING

TYPE SP STRUCTURAL COURSE (X) (X")MILLING EXISTING ASPHALT PAVEMENT (X" DEPTH)

STA. 100+66.46 TO STA. 100+76.46STA. 100+00.09 TO STA. 100+13.09

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2")OPTIONAL BASE GROUP 6 WITH

STA. 100+13.09 TO STA. 100+66.46

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2")OPTIONAL BASE GROUP 6* WITH

STA. 301+10.66 TO STA. 301+70.32

TYPE SP STRUCTURAL COURSE (X) (X")MILLING EXISTING ASPHALT PAVEMENT (X" DEPTH)

STA. 301+70.32 TO STA. 301+95.32STA. 300+85.66 TO STA. 301+10.66

EASEMENT

EXIST. 10' UTILITY

TCE

15'

PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

jnolen

Text Box


7/19/2016lreynolds P:\Projects11\11-0271.009_ DiMarco_Road_Drainage_Improvement_Projct\Roadway\PLAYRD04:02:26 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT NO.

46129.005

HILLSBOROUGH COUNTY

DEPARTMENT

PUBLIC WORKS

(813) 272-5912



NAVD '88

VERTICAL DATUM




SD

SD

SD

SD

300

200

105100

400

N

PROJECT LAYOUT

5

1

1"=300'

STA. 203+06.56

END } SURVEY PROPERTY LINE

STA. 200+00.00

BEGIN } SURVEY PROPERTY LINE

STA. 302+89.36

END } SURVEY BRAY ROAD

STA. 300+00.00

BEGIN } SURVEY BRAY ROAD

STA. 100+00.00

BEGIN } SURVEY DIMARCO ROAD

STA. 402+52.70

END } SURVEY CANAL

STA. 400+00.00

BEGIN } SURVEY DITCH

STA. 105+89.41

END } SURVEY DIMARCO ROAD

} SURVEY DIMARCO ROAD

} SURVEY PROPERTY LINE

} SURVEY DITCH

} SURVEY BRAY ROAD

2

POINT STATION OFFSETDESCRIPTION NORTHING EASTING ELEVATION

PROJECT CONTROL POINTS

AA7

AA6

AA5

AA4

AA3

AA2

AA1

202+57.14

401+26.73

301+43.83

104+95.52

104+94.88

202+42.52

100+10.62

SET NAIL & DISK STAMPED "TRAV LB 2648"




SET 5/8" IRC STAMPED "DRMP LB 2648"



2.56' LT.

804.98' RT.

8.55' RT.

8.26' LT.

16.15' LT.

55.50' RT.

297.62' RT.

477347.913

476495.323

476525.362

477798.231

477797.741

477289.870

477307.345

5.62'

6.92'

5.65'

5.90'

6.43'

6.63'

6.18'

1327732.061

1327086.824

1327895.710

1327739.298

1327747.201

1327717.358

1327443.119

STA. 400+88.93

END PROJECT

BR

AY R

OA

D

DIMARCO ROAD

STA. 300+85.66

BEGIN CONSTRUCTION

STA. 301+95.32

END CONSTRUCTION

STA. 100+76.46

END PROJECT

END CONSTRUCTION

STA. 100+06.31

BEGIN PROJECT

BEGIN CONSTRUCTION

STA. 201+00.00

BEGIN CONSTRUCTION

STA. 202+35.00

END CONSTRUCTION

PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

jnolen

Text Box


SD

SD

SD

SD

SD

SA

N

SA

N

300 301 302

401

29"X

45"

EC

P

29"X

45"

EC

P

30" RCP

30" RCP

TO REMAINGABION WEIR

EXIST.

N

20

Feet

0 5

LEGEND:

RECONSTRUCTIONROADWAY

RESURFACINGMILLING AND

RUBBLE RIP RAP

CONC. DITCH PAVT

STA. 400+85.00BEGIN PROJECT

9.64' LTSTA. 301+95.32

10.51' RTSTA. 301+95.23

9.95' LT.STA. 300+85.74

10.05' RT.STA. 300+85.66

S-1

S-2

S-3

OF TAMPA)(BY CITY 8" DIP WMRELOCATE

REGISTERED IN FLORIDASEALED BY A PROFESSIONAL ENGINEER DRAWING FOR BOX CULVERT SIGNED AND NOTE: CONTRACTOR TO PROVIDE SHOP

1

£ SURVEY BRAY ROADSTA 301+39.55STA 401+32.17=£ SURVEY DITCH SYSTEM1

BRAY ROAD

FLOATING TURBIDITY BARRIER

STAKED TURBIDITY BARRIER

TOP OF BANK

TOP OF BANK

TOP OF BANK

SW-1

R/W LINE

R/

W LIN

E

R/W LINE R/W LINE

R/W LINE

PER FDOT INDEX 2813" CONC. DITCH PAVT.

CONST. 53.5 SY OF

TOP OF BANK

OF 24" RCPCONST. 10.5 LF

SPEED BUMPREPLACE

GUARDRAILREMOVE EXIST.

29"X45" ECPREMOVE EXIST.

( FDOT INDEX 292)8'X4' BOX CULVERT

CONST. 54 LF OF

EXIST. GUARDRAILREMOVE

25.05' RTSTA. 301+23.64

25.58' RTSTA. 301+49.31

£ SURVEY BRAY ROAD

+10.74, 9.86' LT.MIAMI CURBBEGIN CONST.

+70.32, 9.75' LT.MIAMI CURBEND CONST.

+70.24, 10.37' RT.MIAMI CURBEND CONST. +10.74, 10.14' RT.

MIAMI CURBBEGIN CONST.

MIAMI CURB TO TYPE F3' TRANSITION FROM

MIAMI CURB TO TYPE F3' TRANSITION FROM

IMPACTSTEMP. WETLAND

SW-1

£ SURVEY DITCH SYSTEM

10'

OF 24" RCPCONST. 9 LF

27.03' LTSTA. 301+32.41

TRAP TO REMAINEXIST. SEDIMENT

26.95' LTSTA. 301+58.07

RUBBLE RIP RAPCONST. 3 TN

26'

20'

5'

(BY OTHERS)EXIST. 8" WM

CONNECT TO

(BY OTHERS)EXIST. 8" WMCONNECT TO

9'

20'

6'8'

WATER

WATER

WATER

WATER

WATER

WATER

29"X45" ERCPEXIST. DOUBLE

FL. 0.3729"X45" ERCP

S-1

RECONST. ROADWAY

ALONG £ SURVEY BRAY ROADEXIST. GROUND PROFILE

EXIST. GUTTER PROFILE (LT.)

EXIST. GUTTER PROFILE (RT.)

FL. 0.25

FL. 0.55

FL. 0.45

(INDEX 292)CONST. 8'X4' BOX CULVERT

S-2

S-3

CONST. 24" RCP

WATER MAINEXIST. 8" DIP

FL. 0.39 29"X45" ERCP

0.3% GRADECONST. GUTTER (RT.)

0.3% GRADECONST. GUTTER (LT.)

0.5% GRADECONST. GUTTER (RT.)

0.5% GRADECONST. GUTTER (LT.)

(BY CITY OF TAMPA)TO BE RELOCATEDWATER MAINEXIST. 8" DIP

20' MAX

18" MIN

8/2/2016lreynolds P:\Projects11\11-0271.009_ DiMarco_Road_Drainage_Improvement_Projct\Roadway\PLPFRD01.dgn9:01:38 AM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT NO.

46129.005

HILLSBOROUGH COUNTY

DEPARTMENT

PUBLIC WORKS

(813) 272-5912



NAVD '88

VERTICAL DATUM




300+00 301+00 302+00

0

2

4

6

0

2

4

6

6 STA. 300+00 TO STA. 302+60

ROADWAY PLAN-PROFILE (1)

-2 -2

1"=2' VERT.1"=20' HORIZ.SCALE:

BRAY ROAD

PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

jnolen

Text Box


SD

100

201 202 203

18" PVC

19"X30" CMP

EASEMENT LINEEXIST. UTILITY

LEGEND:

TC

E15'

TC

E15'

RECONSTRUCTIONROADWAY

RESURFACINGMILLING AND

RUBBLE RIP RAP

N

20

Feet

0 5

DIMARCO ROAD£ SURVEY

EAS

EM

EN

T LIN

E

EXIS

T.

UTILIT

Y

EAS

EM

EN

T LIN

E

EXIS

T.

UTILIT

Y

STA. 100+77.00END PROJECT

£ SURVEY PROPERTY LINESTA. 202+46.57STA. 100+38.00=£ SURVEY DIMARCO ROAD60°30'49"

+06.31, 8.27' RT.TYPE F DROP CURBBEGIN CONST.

16.15' RT.+00.09

22.76' RT.+07.03

14.73' RT.+13.09

0.18' LT.+76.46

0.18' LT.+66.46

10.66' LT.+76.46

S-4

S-7

S-6

S-5

IRRIGATION AS NEEDEDPROTECTING AND RELOCATING NOTE: CONTRACTOR RESPONSIBLE

DR

EIS

LE

R S

T.

DI

MA

RC

O R

D.

BE REMOVEDEXIST. DBI TO

OF 18" PIPECONST. 14 LF

(BY CITY OF TAMPA)TO BE RELOCATED

EXIST. (2) WATER METER

WITH CONC. COLLARCONNECT TO EXIST.19" X 30" PIPECONST. 12 LF OF


R/

W LIN

E

R/

W LIN

E

R/W LINE

R/

W LIN

E

R/

W LIN

E

R/

W LIN

E

R/

W LIN

E

PER FDOT STANDARDRELOCATE MAILBOX

PER FDOT STANDARDRELOCATE MAILBOX

AROUND WORK AREAPLACE TEMP. FENCE


EXIST. DRIVEWAYRECONST.

PROPERTY LINE£ SURVEY

TO BE RECONSTRUCTEDEXIST. 3" PVC UNDERDRAIN

TURBIDITY BARRIERFLOATING

TURBIDITY BARRIERSTAKED

TOP OF BANK

TOP OF BANK

SW-1

HEADWALL TO BE REMOVEDEXIST. SAND-CEMENT

TH 1

TH 2

TH 3

TH 4

TH 5

TH 6TO BE REMOVED EXIST. 18" PIPE

CONST. EASEMENTPROP. TEMPORARY

HOLE NO.

TEST

TH 1

TH 2

TH 3

TH 4

TH 5

DESCRIPTION

UTILITY

2x 1.5" OD FIBER OPTIC CABLE

8.5" OD WATER MAIN



8.5" OD WATER MAIN

8.5" OD WATER MAIN 202+26.66

202+41.00

202+28.17

202+25.06

202+27.90

202+25.36

STATION(FEET)

OFFSET

(FEET)

GRD. ELEV.

(FEET)

DEPTH

ELEV. (FT.)

UTILITY

4.512.206.71+16.19

+3.98

+1.67

-7.58

-18.75 5.73

6.10

5.82

5.81 1.95

2.30

2.25

2.68 3.05

3.85

3.52

3.86

+66.46, 10.68' LT.MIAMI CURB, MATCH EXIST.END CONST.

A

A

A

A

CONSTRUCTION)(PROTECT DURINGPOOL TO REMAINEXIST. ABOVE GROUND

DURING CONSTRUCTIONPROTECT RESIDENCE

FENCEEXIST.RESET A

CURB TO TYPE FFROM MIAMI 3' TRANSITION

IMPACTSTEMP. WETLAND

10'

RUBBLE RIP RAPCONST. 9 TN

ABANDONED 2" A.C. PIPE

ABANDONED 4" A.C. PIPE

15'

DURING CONSTRUCTION)TO REMAIN (PROTECT

12" OAK TREE

(MATCH EXIST. LAYOUT)DRIVEWAY RECONST.

8"

PV

C16'

25'

8' P

VC

WATER

AV

LV

W1

5.9

79

W/ 2

X2 C

ON

C P

AD

WATER

AV

LV

W2

6.1

13

W/ 2

X2 C

ON

C P

AD

WATER

AM

W6

6.4

34

WATER

AM

W5

6.5

53

AF

H1

6.5

95

S IN

V.

= 0.9

7'

OF 8"

PV

C

E IN

V.

= 0.5

8'

W IN

V.

= 0.6

8'

RI

M E

LE

V.

= 6.9

4'

MA

NH

OLE S

EW

ER

ALONG SURVEY PROPERTY LINEEXIST. GROUND PROFILE

DI

MA

RC

O R

OA

D

EXIST. 19"x30" CMP

EXIST. 18" PVC PIPE

S-4

S-6 ROADWAYRECONST.

CONST. RIP RAP

FL. 1.70

DRIVEWAYRECONST.

1:2

FL. 1.80

CONST. 36" RCP

CONST. 18" RCP

S-7

S-5

CONST. 19" x 30"

(BY CITY OF TAMPA)TO BE RELOCATEDEXIST. WM

(BY FRONTIER)TO BE RELOCATED

EXIST. BFO

8/2/2016lreynolds P:\Projects11\11-0271.009_ DiMarco_Road_Drainage_Improvement_Projct\Roadway\PLPFRD02.dgn9:01:39 AM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT NO.

46129.005

HILLSBOROUGH COUNTY

DEPARTMENT

PUBLIC WORKS

(813) 272-5912



NAVD '88

VERTICAL DATUM




201+00 202+00 203+00

2

4

6

8

2

4

6

7

8

STA. 200+40 TO 203+05

ROADWAY PLAN-PROFILE (2)

1"=2' VERT.1"=20' HORIZ.SCALE:

DIMARCO ROAD

PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

jnolen

Text Box


7/19/2016lreynolds P:\Projects11\11-0271.009_ DiMarco_Road_Drainage_Improvement_Projct\Drainage\DRXSRD4:03:47 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT NO.

46129.005

HILLSBOROUGH COUNTY

DEPARTMENT

PUBLIC WORKS

(813) 272-5912



NAVD '88

VERTICAL DATUM




5.94

S-1

CONST. 8'X4' BOX CULVERT

TO BE REMOVED

EXIST. GUARDRAIL

TO BE REMOVED

EXIST. GUARDRAIL

CONST. RUBBLE RIP RAPFL 0.30FL 0.20

EXIS

T.

R/

W LIN

E

S-3

FROM

FROM

S-2

CONST. 24" RCP CONST. 24" RCP

FL 0.45FL 0.45

FL 0.30 (RT.)FL 0.20 (LT.)FDOT INDEX 289CONST. 8'X4' BOX CULVERT

PAVT. PER FDOT INDEX 281

CONST. 3" CONC. DITCHWM

(BY CITY OF TAMPA)

WM TO BE RELOCATEDWM

00 1010 2020 3030 4040 50506070

8

DRAINAGE STRUCTURES (1)

-1

0

1

2

3

4

5

6

7

8

9

10

301+40.33

1" = 5' VERTICAL

1" = 10' HORIZONTALSCALE

BRAY ROAD

S-1

OPERATIONS AT THESE LOCATIONS.

THE ROADBED AND EXTREME CAUTION WILL BE NECESSARY IN STABILIZATION

DRAINAGE STRUCTURES MAY EXTEND INTO THE STABILIZED PORTION OF

SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME1.

PRECAST STRUCTURES.

EXISTING PIPES. CONTRACTOR MUST VERIFY EXISTING PIPE CONFIGURATION FOR

CONSTRUCTION. SOME STRUCTURES MAY REQUIRE CAST IN PLACE TO CONNECT TO

CONTRACTOR TO VERIFY EXISTING STRUCTURE SIZE AND CONFIGURATION PRIOR TO2.

TO THE BASELINE. THE SECOND IS PARALLEL TO THE BASELINE.

FOR J-BOTTOM STRUCTURES, THE FIRST DIMENSION IS PERPENDICULAR3.

GENERAL NOTES:

£ SURVEY BRAY ROAD

£ SURVEY BRAY ROAD

8.17° SKEW

PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

jnolen

Text Box



DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT NO.

46129.005

HILLSBOROUGH COUNTY

DEPARTMENT

PUBLIC WORKS

(813) 272-5912



NAVD '88

VERTICAL DATUM




5.92

WM

S-2

FL 0.55

S-1

TO

5.51

PER FDOT INDEX 291

CON. TO BOX CULVERT

CONST. 24" RCP &

FL 0.55 (RT.)FDOT INDEX 210CONST. INLET TYPE P-4STA. 301+55.98 (15.32' LT.)

EXIST FENCE

EXIS

T.

R/

W LIN

E

5.93

WM

S-3

FL 0.55

S-1

TO

5.40

PER FDOT INDEX 291

CON. TO BOX CULVERT

CONST. 24" RCP &

FL 0.55 (RT.)FDOT INDEX 210CONST. INLET TYPE P-4STA. 301+52.56 (15.80' RT.)

EXIS

T.

R/

W LIN

E

EXIST FENCE

1" = 5' VERTICAL

1" = 10' HORIZONTAL

9

SCALE


BRAY ROAD£ SURVEY BRAY ROAD

£ SURVEY BRAY ROAD

00 1010 2020 3030 4040 50506070

-4

-3

-2

-1

0

1

2

3

4

5

6

7

8

9

301+52.56

-4

-3

-2

-1

0

1

2

3

4

5

6

7

8

9

10

301+55.89

S-2

S-3

PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

jnolen

Text Box


EXIST. FENCE

EXIS

T.

R/

W LIN

E

FL 0.20 3"

TO REMAIN

EXIST. 30" RCP

1:2

PAVT. PER FDOT INDEX 281

CONST. 3" CONC. DITCH

0.24

EXIS

T.

R/

W LIN

E

EXIS

T.

R/

W LIN

E

CONST. RUBBLE RIP RAP

EXIST. FENCE

FL 0.30

12"


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT NO.

46129.005

HILLSBOROUGH COUNTY

DEPARTMENT

PUBLIC WORKS

(813) 272-5912



NAVD '88

VERTICAL DATUM




00 1010 2020 3030 4040 50506070

0

1

2

3

4

5

6

7

8

9

10

11

400+88.93

-1

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

1" = 10' HORIZONTAL

10

SCALE

401+62.72




00 1010 2020 3030 4040 5050 6060 707080

1" = 5' VERTICAL

BRAY ROAD

UPSTREAM OF BRAY ROADEXIST. DITCH

DOWNSTREAM OF BRAY ROADEXIST. DITCH

PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

jnolen

Text Box


WM

BFO

EXIS

T.

R/

W LIN

E

1:4

S-5

CONST. 18" RCP

S-6

TO

(BY FRONTIER)

TO BE RELOCATED

EXIST. BFO

FL 2.00 (AH.)TOP EL 5.63FDOT INDEX 210CONST. INLET TYPE P-1STA. 100+15.85 (6.25' LT.)

EL.

5.4

6

WM

BFO

EXIS

T.

R/

W LIN

E

EXIS

T.

R/

W LIN

E

S-6

CONST. 36" RCPCONST. 18'' RCP

S-4

S-7

S-5

FROM

FROM

(BY FRONTIER)

TO BE RELOCATED

EXIST. BFO

(BY CITY OF TAMPA)

TO BE RELOCATED

EXIST. WM

TO 5.70

CON. TO EXIST. PIPE

19"X30" RCP &

CONST. 10 LF OF

FL 3.10 (RT.)FL 1.80 (BK.)FL 1.80 (AH.)FL 1.80 (LT.)TOP EL 6.60FDOT INDEX 201CONST. MH TYPE J-7 (5'X4')STA. 100+27.39 (19.59' LT.)

RECONST. DRIVEWAY

0.02

0.087

EL.

5.6

7


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT NO.

46129.005

HILLSBOROUGH COUNTY

DEPARTMENT

PUBLIC WORKS

(813) 272-5912



NAVD '88

VERTICAL DATUM




00 1010 2020 3030 4040 50506070

4

5

6

7

8

9

10

11

12

13

14

15

16

100+15.85

4

5

6

7

8

9

10

11

12

13

14

15

16

100+31.73

1" = 5' VERTICAL

1" = 10' HORIZONTAL

11

SCALE


£ SURVEY DIMARCO ROAD


DIMARCO ROAD

S-6

S-5

PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

jnolen

Text Box


WMBFO

EXIS

T.

R/

W LIN

E

EXIS

T.

R/

W LIN

E

1:4

S-7

CONST. 18" RCP

S-6

TO

(BY FRONTIER)

TO BE RELOCATED

EXIST. BFO

5.89

FL 2.00 (BK.)TOP EL 5.60FDOT INDEX 210CONST. INLET TYPE P-1STA. 100+53.47 (16.23' LT.)

EL.

5.4

2


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT NO.

46129.005

HILLSBOROUGH COUNTY

DEPARTMENT

PUBLIC WORKS

(813) 272-5912



NAVD '88

VERTICAL DATUM




00 1010 2020 3030 4040 50506070

4

5

6

7

8

9

10

11

12

13

14

15

100+53.47

1" = 5' VERTICAL

1" = 10' HORIZONTAL

12

SCALE




DIMARCO ROAD

S-7

PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

jnolen

Text Box


8.51

S-4

S-6

FROM

1:2

FL 1.70CONST. RUBBLE RIP RAP

CONST. 36" RCP

FL 1.70 (RT.)FDOT INDEX 250CONST. CONCRETE ENDWALLSTA. 201+00.28 (2.07' RT.)


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT NO.

46129.005

HILLSBOROUGH COUNTY

DEPARTMENT

PUBLIC WORKS

(813) 272-5912



NAVD '88

VERTICAL DATUM




00 1010 2020 3030 4040 50506070

4

5

6

7

8

9

10

11

12

13

14

15

201+06.18

1" = 5' VERTICAL

1" = 10' HORIZONTAL

13

SCALE




DIMARCO ROAD

S-4

PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

jnolen

Text Box


A. Construction Activity/Project Limits

B. Sequence of Major Activity and Implementation of Controls

1. Installation of control measures.

In the Section 104 Erosion Control Plan, the contractor shall provide a detailed sequence of construction for all construction activities.

C. Estimate of Total Project Area and Area to be Disturbed

D. Estimates of Runoff Coefficients, Existing Soil Data and Outfall Drainage Areas

E. Site Map

F. Receiving Waters/Wetland Areas

2. CONTROLS

A. Erosion and Sediment Controls

During the construction operations, the following control measures will be used to prevent erosion and sedimentation.

erodible areas exposed to weather. Areas outside the limits of construction will not be disturbed.

encircle with sediment containment devices.

The Contractor must develop a detailed erosion and sediment control plan and submit for review. The plan will include:

installation and maintenance tied to specific dates or construction activities.

contractor's proposed construction means, methods and phasing. The contractor's Erosion Control Plan will be utilized as the first formal update to the SWPPP.

The Contractor is advised that the contract drawings only indicate erosion, sediment, and turbidity controls at locations determined in the design process. However, the Contractor is required to update the SWPPP to reflect any additional controls necessary to prevent the possibility of silting any adjacent lowland parcel, receiving water, or otherwise violating State and Federal permit requirements. The contractor will also be required to modify the plan or materials to adapt to seasonal variations and supply contract time schedules for the implementation of each submittal.

In the Section 104 Erosion and Control Plan, the Contractor shall describe the proposed stabilization and structural practices based on the contractor's proposed Traffic Control Plan.

1) Stabilization Practices

The contractor shall be responsible for:

first step in construction. Sediment control devices will be employed as a perimeter defense against any transportation of silt off the site.

on disturbed areas as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no

site has temporarily or permanently ceased.

any Disturbed land areas shall be completed immediately after final grading. When it is not possible to permanently protect a disturbed area immediately after grading operation, temporary erosion control measures shall be installed. All temporary protection shall be maintained until permanent measures are in place and established.

necessary erosion control, including but not limited to turbidity barriers

In the Section 104 Erosion Control Plan, the contractor shall describe the proposed stabilization and structural practices proposed to control erosion. The contractor shall initiate all stabilization measures as soon as practical, but

permanently ceased.

2) Structural Practices

The Contractor shall furnish, install, maintain, and subsequently remove, all

The following structural practices may be included as pay items in the

C. Other Controls

1) Waste Disposal

In the Section 104 Erosion Control Plan, the contractor shall describe the proposed methods to prevent the discharge of solid materials, including building materials, to waters of the United States.

2) Off-site Tracking/Spillage

In the Section 104 Erosion Control Plan, the contractor shall describe the proposed methods for minimizing offsite vehicle tracking of sediments and generating dust.

In the Section 104 Erosion Control Plan, the contractor shall describe the proposed procedures to comply with applicable state and local regulations for waste disposal, sanitary sewer or septic systems.

4) Fertilizers and Pesticides

In the Section 104 Erosion Control Plan, the contractor shall describe the proposed procedures for applying fertilizers and pesticides. The proposed procedures shall comply with applicable subsections of either Section 570 or 577 of the Standard Specifications.

5) Toxic Substances

In the Section 104 Erosion Control Plan, the contractor shall provide a list of toxic substances that are likely to be used on the job and provide a plan addressing the generation, application, migration, storage and disposal of these substances.

D. Approved state and Local Plans or Permits

The following permits have been issued for the construction of the storm water facilities for this project.

3. Maintenance

The contractor shall be responsible for maintaining all pollution prevention controls. Daily inspections shall be made by the contractor to determine the effectiveness of erosion, sedimentation, turbidity, and pollution control measures. Remedial action shall be performed immediately.

In the Section 104 Erosion and Sediment Control Plan, the contractor shall provide a plan for maintaining all erosion and sediment controls throughout construction.

4. Inspection

When the Contractor encounters a spill, construction will stop and work will not resume until directed by the project engineer. Disposition of hazardous waste will be made in accordance with any requirements and regulations of any local, state, or federal agency have jurisdiction.

In the Section 104 Erosion and Sediment Control Plan, the contractor shall identify all anticipated non-stormwater discharges (except flows from fire fighting activities). The contractor shall describe the proposed measures to prevent pollution of these non-stormwater discharges. If the contractor encounters contaminated soil or groundwater,

6. References

7. Quantities

Clearing and grubbing operations are controlled so as to minimize unprotected

Excavated material will not be deposited in locations where it could be washed

New and existing structures will be protected from siltation during

The construction project schedule with erosion and sediment control

Name and phone number of contractor's representative responsible for erosion

Erosion and sediment control measures are to be placed prior to, or as the

Stabilization measures shall be initiated for erosion and sediment control

Permanent soil erosion control measures for all slopes, channels, ditches or

The Contractor shall furnish, install, maintain and subsequently remove, all

3) State and Local Regulations for waste disposal, sanitary sewer or septic systems

Project Outfall Locations

away by high water or storm water runoff, and stockpiles shall be covered or

Modifications to the SWPPP and Erosion Control Plans due to the

*Contractor shall obtain the CGP.

construction.

Prevention Plan.

controls installed in the field agree with the latest Stormwater Pollution

conducted at least once every month. The contractor shall also inspect that

rainfall. Where sites have been permanently stabilized, inspections shall be

contractor shall install and maintain rain gages and record the daily

is 0.5 inches or greater and submit the form to the engineer. To comply, the

once every seven calendar days and within 24 hours of the end of a storm that

Contractor's qualified personnel shall inspect the following items at least

Points of discharge to waters of the United States.

Points of discharge to the municipal separate storm sewer systems.

Disturbed areas of the site that have not been finally stabilized.

Areas used for storage of materials that are exposed to precipitation.

Structural controls.

Stormwater management systems.

Locations where vehicles enter or exit the site.

measures, as approved by the Engineer.

prevent discharging pollutants, the contractor shall provide additional

practices are not sufficient to minimize erosion, retain sediment, and

If inspections indicate the the installed stabilization and structural

indicate items are not in good working order.

The contractor shall initiate repairs within 24 hours of inspections that

and any other miscellaneous items as indicated within the contract documents

standards or the project engineer.and the Contractor's Erosion Control Plan, or as required per applicable

or as required per applicable standards or project engineer.and any other miscellaneous items as indicated within the contract documents,

necessary erosion control, including but not limited to turbidity barriers,

Floating turbidity barriers

contact the Hillsborough County NPDES Coordinator at (813) 744-5671.

section 575

Permanent: Asphalt or concrete surface, or sod in accordance with specification

in no case more than 14 days after construction activities have temporarily or

case more than 14 days after the construction activity in the portion of the

Summary of Quantities within the Construction Plans:

3. Phased Construction of proposed stormdrain system.

4. Final stabilization of project area.

2. Clearing, grubbing, and excavation.

Staked turbidity barriers

Prevention Plan.

See Summary of Quantities for erosion control locations and quantities.

Inlet protection systems

The USDA Soil Conservation Service Soil Survey of Hillsborough County, lists

PREVENTION PLAN

STORMWATER POLLUTION

existing pond, with existing flow patterns being maintained. The storm water runoff from the project area will continue to flow into the

14

Refer to Section 1.D for Latitude/Longitude of the outfall.

B. Stormwater Management and Monitoring

5. Non-Stormwater Discharges and Hazardous Waste

Soil Tracking Prevention Device

Southwest Florida Water Management District Permit Number

The estimated runoff coefficient before construction: C = 0.74

The estimated runoff coefficient during construction: C = 0.74The estimated runoff coefficient after construction: C = 0.74

18" to 36". The objective is to reduce roadway flooding along Dimarco Road.

and replacing the outfall pipe along Dimarco Road in two locations from

The project consists of the enlargement of the cross-drain at Bray Road

Exist. Canal

Improvements are hereby referenced and made a part of this Stormwater Pollution The construction plans and specifications for Dimarco Road Drainage

Discharge is to the existing canal.

Receiving Body for all outfalls: Existing Canal

West Outfall Lat. 27° 59' 08.24' N Long. -82° 33' 24.29' W East Outfall Lat. 27° 59' 08.13' N Long. -82° 33' 15.45' W

prevalent soil types in the project area.

Malabar fine sand, and Myakka fine sand as the

Section 1, Township 28S, Range 19E in Hillsborough County.

and Dimarco Road. The project is located within

The project is located in Hillsborough County, along Bray Road

discharging to existing canal.8. Locations where stormwater is discharged to a surface water - Outfall 7. Surface waters (including wetlands) - Existing canal6. Areas that are to be stabilized against erosion - See plan sheets.5. Locations of controls identified in the plan - See plan sheets.4. Areas that are not to be disturbed - Generally areas outside of construction.

sides of Bray Rd. - See construction plansand Dimarco Road, within the easement from the corner to the canal, and on both

3. Areas of soil disturbance - Generally the northwestern corner of Dreisler Street2. Approximate slopes - 0% to 1.0% See construction plans.1. Drainage patterns - Existing Drainage patterns are to be maintained.The following information shall be shown on a site map:

disturbed is 0.17 acres.

The total project area is estimated to be 0.32 acres. The estimated area to be

1. SITE DESCRIPTION

TBD

*Construction Generic Permit (CGP) Number TBD

and sediment control installation and maintenance must be available on a 24 hour basis.

7/19/2016lreynolds P:\Projects11\11-0271.009_ DiMarco_Road_Drainage_Improvement_Projct\Drainage\SWPPR4:03:49 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT NO.

46129.005

HILLSBOROUGH COUNTY

DEPARTMENT

PUBLIC WORKS

(813) 272-5912



NAVD '88

VERTICAL DATUM




PERM

ITTED DRA

WINGS SO

UTH

WEST FLORIDA W

ATER MANAGEM

ENT DISTR

ICT (SWFW

MD)

For con

struction pe

rmits, the

Permittee

shall no

tify

the

Dist

rict

in writin

g whe

n constructio

n be

gins.

jnolen

Text Box
