Approved_FDOT_Utility_Permit_Package.pdf

Rule 14-46.001 F.A.C.

FLORIDA DEPARTMENT OF TRANSPORTATION December 14, 2016

UTILITY PERMIT

PERMIT NO:__________________________________

STATE ROAD INFORMATION

County: Section: State Road No: Beginning Mile Post: Ending Mile Post:

APPLICANT INFORMATION

The Utility Agency Owner (UAO) shall be identified in this Applicant Information Box. When the UAO is a City or County and desires to have the Utility Builder make a joint permit applicant, as prescribed in Section 2.1(4) of the 2017 Utility Accommodation Manual (UAM), the Utility Builder shall also be identified in this Applicant Information Box. A Utility Builder alone cannot apply for a utility permit without the City or County adding them as a joint applicant.

Utility Agency/Owner (UAO) Utility Builder (only applicable when the UAO is a City or County) Name: _____________________________________ Name: ______________________________________

Contact Person: _____________________________________ Contact Person: ______________________________________ Address: _____________________________________ Address: ______________________________________

City: _____________________________________ City: ______________________________________ State: _____ State: _____ Zip: _________ Zip: _________

Telephone: _____________________________________ Telephone: ______________________________________ Email: ____________________________________ Email: ______________________________________

WORK DESCRIPTION

The Applicant(s) requests permission from the Florida Department of Transportation (FDOT) to construct, operate, and maintain the utilities as described below and as depicted in the incorporated documentation.

Utility Work No: ___________________________

Additional sheets are attached and are incorporated into this permit Yes No For FDEP certification, the FDOT agency report is attached in accordance with UAM Section 2.4.1 (13) Yes No

TRAFFIC CONTROL (TCP)

The TCP will comply with the following 600 series index(es) ________________________________________________________________________ A TCP has been attached and incorporated into this permit application in compliance with UAM Section 2.4.2.

MOT Technician’s contact information (may be supplied at the two (2) business day notification to FDOT):

Name: ________________________________ Telephone ________________________ Email: _______________________________

COMMENCEMENT OF WORK

The UAO and/or Utility Builder shall commence actual construction in good faith within sixty (60) calendar days after approval of the permit application. If the beginning date is more than sixty (60) calendar days from the date of approval, the UAO and/or Utility Builder must review the permit with the FDOT Approving Engineer listed to make sure no changes have occurred to the transportation facility that would affect the permit’s continued approval. The UAO and/or Utility Builder shall make good faith efforts to expedite the work and complete the work within the calendar days indicated.

Anticipated Start Date: ___________________ Calendar days needed to completed: ________

Putnam

(386) 329-0346 ext. ______

Florida

SR 15

Putnam County Utlity Dept

1/27/2025

20.761

P.O. Box 310

32131

Construct approximately 3,115 L.F. of 6" PVC (DR-18) force main with air relief valves and manifold into existing 6" force main from Paradise Point Pump Station at southwest intersection of Horse Landing Road and US 17.

2024-H-297-00293

76010000

Putnam County Utlity Dept

East Palatka publicworks@putnam-fl.gov

21.170

Approved 2024-H-297-00293 Christopher Pogue

12/3/2024

Florida Department of Transportation

UTILITY PERMIT

December 14, 2016

PERMIT NO:_________________________________

APPLICANT SIGNATURE

By the below signature(s) the UAO and/or Utility Builder agree(s) to construct, operate, and maintain the work as noted in the above Work Description, shown in plans and incorporated documents, in compliance with the UAM, all instructions noted in the FDOT Special Instructions Box, and special instructions incorporated into this permit. The UAO and/or Utility Builder declares, the location of all existing utilities that it owns or has an interest in, both aerial and underground, are accurately shown on the plans of the work areas. In accordance with UAM Section 2.8, the UAO and/or Utility Builder further declares that a letter of notification was delivered to the owners of other facilities within the work areas and that those listed below are the only facility owners known to be involved or potentially impacted by the proposed work.

Date Notified: Name of other facility owners (attach additional sheets if necessary).

Utility Agency/Owner Utility Builder (when applicable)

Signature: ____________________________ Date: ________________ Signature:___________________________ Date: _______________ Name (printed): _____________________________________________ Name (printed): __________________________________________ Title: ______________________________________________________ Title: ___________________________________________________

FDOT PROJECT INFORMATION

Pursuant to UAM Section 2.1(10), the utility work is within FDOT projects listed below and must have a Utility Work Schedule for each project approved prior to commencement of work within the FDOT project limits:

FDOT SPECIAL INSTRUCTIONS

In accordance with UAM Section 2.7, FDOT incorporates the below and attached special instructions into this permit.

Additional FDOT Special Instructions are attached and incorporated into this permit. Yes No

PERMIT APPROVAL

By signature below, FDOT gives permission to the UAO and /or Utility Builder to construct, operate, and maintain the utilities indicated in this Utility Permit in compliance with the UAM, all incorporated documents, and special instructions. Any changes to the approved work must be approved by the FDOT’s Approving Engineer and attached and incorporated into this permit in accordance with UAM Section 2.11.

Approving Engineer: _____________________________________________ Date: _______________ Name: _____________________________________________

Title:______________________________________________

Notification of Utility Work to be provided to: Telephone _____________________ or Email: _____________________________

An FDOT Representative is required to be present on the worksite prior to commencement of work. Yes No Rep. Name: _____________________________ Telephone _____________________ Email: _____________________________

12/3/2024

See Attachment for instructions on how to proceed prior to starting proposed work within FDOT Right of Way. If you are unable to reach the assigned, please contact the St. Augustine Maintenance, Permits Office at 904-825-5036

Note: Maintenance of Traffic Technician information not completed at the time of application submittal will be required when submitting work initiation.

11/14/2024

(386) 614-6513 ext. ______ Paul.Harvey@atkinsrealis.com

Christopher Pogue

Christopher Pogue (digital signature) paul.harvey@atkinsrealis.com

PUTNAM COUNTY UTILITY DEPT (digital signature)

City of Crescent City Natural Gas10/22/2024 Florida Power & Light10/22/2024

AT&T10/22/2024

Uniti Fiber10/22/2024

PUTNAM COUNTY UTILITY DEPT

3866146513Paul Harvey

MAINTENANCE MANAGER/PERMITS

2024-H-297-00293

FDOT construction is proposed or underway. Refer to Financial Project Id: Project

452201-1 CONST.COMPLETE 04/04/2024

This work is NOT related to an approved Utility Work Schedule.

Approved 2024-H-297-00293

Florida Department of Transportation

UTILITY PERMIT

December 14, 2016

PERMIT NO:_________________________________

CERTIFICATION

I, the undersigned UAO and/or Utility Builder, hereby CERTIFY that the utilities were constructed and inspected in compliance with the UAM all incorporated documents, and special instructions. Pursuant to UAM Section 2.11, all changes have been approved by the FDOT’s Approving Engineer and incorporated into this permit along with all other material certifications, test results, bore logs, approved plans changes, as-built plans or other required documentation.

I also CERTIFY that work began on ________________ and was completed on ________________ and that the area was left in as good or better condition than when the work began.

Utility Agency/Owner Utility Builder (when applicable)

Signature: ____________________________ Date _________________ Signature:___________________________ Date ________________ Name (printed): _____________________________________________ Name (printed): ____________________________________________ Title: ______________________________________________________ Title: ____________________________________________________

FINAL INSPECTION OF WORK

The work was inspected and found to be in non-compliance as noted below:

All issues of non-compliance listed above have been brought into compliance and/or FDOT has no outstanding issues that need to be addressed by the UAO and/or Utility Builder. However, this final inspection does not release the UAO and/or Utility Builder of their continuing responsibilities pursuant to Rule 14-46.001, the UAM, all incorporated documents, and special instructions.

FDOT Inspector: _____________________________________________ Date: _______________ Name: _____________________________________________

Title: ______________________________________________

2024-H-297-00293

Approved 2024-H-297-00293

• All work performed within the department’s right-of-way shall conform to the most current edition of the following publications:

o Standard Specifications for Road and Bridge Construction (English).

o FDOT Standards Index (English) o FDOT Plans Prep Manual o FDOT Flexible Pavement Design Manual for New Construction and

Pavement Rehabilitation

(Should a conflict arise between the details shown in the plans and the

Department of Transportation Standards the Engineer/Applicant shall immediately confer with the Department’s engineer to resolve the discrepancy.)

• All disturbed area with the department’s right-of-way will restored to original or better condition by grading and sodding the area disturbed (Bermuda in urban, Bahia in rural).

• Per the UAM clearing of trees is not authorized for installation of utilities.

• Burning of any material or debris is prohibited in FDOT right-of-way.

• All lanes must be opened for traffic during an evacuation notice of a hurricane or other catastrophic event and shall remain open for the duration of the evacuation or event.

Approved 2024-H-297-00293

Contact Palatka City Maintenance- (386) 329-0143 for work within/between/near traffic light controlled intersections/street lighting. (Possible signal interconnect.)

Contact Putnam - Contact Jerry Andrews, (386) 336-8629 work within/between/near traffic light controlled intersections. (Possible signal interconnect.)

• Provide as built plans after permit project completion.

• Any disturbed areas will be restored with sod or like material immediately.

• Any disturbed sidewalk will be restored to current standards in original or better condition within 24 hours.

• No Hay Bales for erosion or sedimentation controls are allowed in the FDOT Right of Way.

• This permit covers work within FDOT Right of Way only.

• All direction boring will be in accordance with FDOT Specification 555 latest edition.

• Complete HDD Bore Log and submit upon completion.

Lane Closure Template:

• Any lane closure request may require 2 weeks’ notice for approval and may be restricted to night work only.

Please send the information below to the assigned FDOT Inspector/Coordinator the week prior to the proposed closure for review and approval. All requests need to be submitted by Wednesday at 5:00 the week prior. Late submittals will not be approved. Any questions/concerns, please contact the St. Augustine Permits Office at 904-825-5036.

Permit Number:

County:

Road Name:

Nearest Cross Street:

What Direction:

What lane:

Start Date:

End Date:

Start Time:

End Time:

Reason for closure:

Point of Contact:

Company:

Mobile Number:

Pollution Prevention

Did You Know???

For every acre under construction, about a dump truck and a half of soil washes into the storm system and into a nearby stream/Creek unless the contractor uses proper erosion control.

Best Management Practices (BMPs) for Erosion and Sedimentation Control at Construction Sites

Did you know that uncontrolled erosion run-off from a construction site will most likely end up in a creek or lake? Eroding construction sites are a leading cause of water quality problems in Florida. Turbid run-off from construction sites enters nearby storm sewer systems that discharge directly to water bodies. This cloudy water can:

• smother vegetation and other in-stream habitats,

• prevent light penetration within the water body,

• clog gills of fish and other aquatic organisms, and

• transport toxic metals and other compounds to our surface waters.

Erosion control is easy and can be relatively inexpensive. When developing your erosion control plan remember to apply the principals of erosion and sediment control:

• Fit development to the terrain

• Install protective measures before any clearing or earth moving

• Time grading and construction to minimize soil exposure

• Retain existing vegetation wherever possible

• Vegetate and mulch denuded areas

• Divert runoff away from denuded areas

• Minimize length and steepness of slopes

• Keep runoff velocities low

• Prepare conveyances and outlets to handle increased flows

• Trap sediment on site

• Inspect and maintain control measures

A properly installed silt fence can prevent sediments from migrating off site.

The use of best management practices (BMPs) for sedimentation and erosion control for all excavations are now required. BMPs must provide equal or better protection than those currently compiled by the Florida Department of Environmental Protection.

Approved 2024-H-297-00293

Construction Entrances

• Remove vegetation, roots, and other material from entrance.

• Lay down geotextile then 6 inches of

FDOT No. 1 Coarse Aggregate on top.

• The length of entrance must be at least

50 feet.

• Maintain as needed to prevent tracking or flow of mud onto public rights-of-way.

Silt Fences

• Install within 24 hours of land disturbance.

• Bury 8 inches of fabric in trench.

• Leave no gaps (overlap or twist ends together).

• Maintain and repair until a ground cover is established.

Soil Piles

• Locate away from downslope streets, driveways, streams, wetlands, lakes, etc.

• Keep covered with plastic sheeting.

• Carefully wet down exposed soil to keep dust and erosion to a minimum.

Storm Sewer Inlet Protection

• Protect nearby storm sewer inlets with straw or synthetic bale, synthetic fabric, filter sock, or other measure.

• Inspect, repair, and replace as needed, and remove sediment deposits after every storm.

Sediment Cleanup

• Remove soil tracked onto the street after each workday.

• Cleanup all soil that has washed off site following a storm.

Preserving Existing Vegetation

• Preserve existing trees, shrubs, and other vegetation whenever possible.

• To prevent root damage, do not grade, place soil piles, or park vehicles near trees marked for preservation.

• Place plastic mesh around trees extending to the drip line to protect the area below their branches.

Revegetation

• Seed, sod, or mulch bare soil as soon as possible. Vegetation is the most effective way to control erosion.

Seeding and Mulching

• Spread and compact 2 – 4 inches topsoil.

• Seed with appropriate mix for site and season.

• Rake lightly to cover seed with ¼ inch of soil.

• Mulch with anchored straw.

• Gently water every other day until grass is 2 inches tall.

Sodding

• Leave or replace 4 inches of topsoil.

• Lightly water soil before laying sod.

• On slopes, lay sod starting at the bottom and work toward the top, laying in a brickwork pattern. Peg each piece down in several places.

• Use sod from sources certified by the Division of Plant Industry as “noxious weed-free”.

• Initial watering should wet soil 6 inches deep. Then water lightly every other day to keep soil moist.

TIPS FOR COMMONLY USED

BMPs

For more information contact:

Alan Obaigbena, P.E

Florida Department of Transportation

800-749-2967 extn 7064

For additional information regarding erosion and sediment control, refer to the “Florida Development Manual: A Guide to Sound Land and Water Management” and the FDEP “Stormwater, Erosion, and Sedimentation Control Inspector Manual”.

Approved 2024-H-297-00293

LOCATION

PROJECT

N

NO.

SHEET

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SHEET DESCRIPTIONSHEET NO.

INDEX OF UTILITY PLANS

TO CRESCENT CITY

Dunn's Creek

Area

3 2

211924

23 1

50 45

Swamp Road

Rd.

San

Ma teo

R d.

Raceway

Chapel

FS

Lundy

IS.

BUZZARD

Landing

Browns

Pt.

Browning

Pt.

Pt.

Pt.

Harts

P

P

PERRIN

Community

T ur ne r

Riv er

Tram

Piney

MATEO

SAN

Moritani

PALATKA

Pop.10,033

RAVINEGARDENS

STATE PARK

Crane

SAN MATEO

R d.

P

P

P

Cracker

PALATKA

EAST

H el l

Ba y

Murphy

Cr

Putnam County

Dunns

Long

Conservation

Swam p

SATSUMA

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

EAST PALATKA

BOARD OF COUNTY COMMISSIONERS

CONTRACT PLANS

PUTNAM COUNTY - FLORIDA

PROJECT LOCATION MAP

PROJECT VICINITY MAP

PREPARED BY:

B

P

B

P.E. LICENSE NO. 61786

DARYL R. MYERS, P.E.

ENGINEER OF RECORD:

FAX No. (904) 737-0040

PHONE No. (904) 737-0090

JACKSONVILLE, FL 32216-3685

8075 GATE PARKWAY WEST, SUITE 204

HANSON PROFESSIONAL SERVICES INC

(DUNNS CREEK AREA)

SEPTIC TO SEWER PHASE IV

EAST PALATKA

DUNNS CREEK AREA

PHASE IV

PROJECT LOCATION

C-1

OCTOBER 11, 2024

SUBMITTAL

FINAL PLANS

EROSION CONTROL NOTES AND DETAILS

STANDARD DETAILS

GAIL DRIVE PUMP STATION ELECTRICAL

GAIL DRIVE PUMP STATION PLAN AND SECTION

GAIL DRIVE PUMP STATION SITE PLAN

E-ONE PUMP STATION DETAILS

FORCE MAIN PLAN AND PROFILE

LOW PRESSURE SEWER SYSTEM PLAN

KEY SHEET

GENERAL NOTES AND LEGEND

GENERAL NOTES

SIGNATURE SHEET

TITLE SHEET

C-64

C-58 THRU C-63

C-51 THRU C-57

C-50

C-49

C-47 THRU C-48

C-42 THRU C-46

C-6 THRU C-41

C-5

C-4

C-3

C-2

C-1

Approved 2024-H-297-00293 Christopher Pogue

12/3/2024

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

10/8/2024reed02048 I:\23jobs\23L0104\CAD\Site\Sht02_PH_IV_SIGNRD01.DGN1:58:02 PM

DATE DESCRIPTION

REVISIONS

BOARD OF COUNTY COMMISSIONERS

PUTNAM COUNTY

P.E. License No. 61786

Daryl R. Myers, P.E.

Engineer of Record:

Offices Nationwide

Jacksonville, Florida 32216-3685

8075 Gate Parkway West, Suite 204

Hanson Professional Services Inc.

SEPTIC TO SEWER PHASE IV

EAST PALATKA NO.

SHEET

HANSON PROFESSIONAL SERVICES INC.

8075 GATE PARKWAY WEST, SUITE 204

JACKSONVILLE, FLORIDA 32216-3685

SIGNED AND SEALED BY;

THIS DOCUMENT HAS BEEN DIGITALLY

ON THE ELECTRONIC DOCUMENTS.

THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED.

PRINTED COPIES OF THIS DOCUMENT ARE

CERTIFICATE OF AUTHORIZATION 7961

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET DESCRIPTION

P

ON THE DATE ADJACENT TO THE SEAL

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET DESCRIPTION

SIGNED AND SEALED BY;

THIS DOCUMENT HAS BEEN DIGITALLY

ON THE ELECTRONIC DOCUMENTS.

THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED.

PRINTED COPIES OF THIS DOCUMENT ARE

CERTIFICATE OF AUTHORIZATION 7961

P

ON THE DATE ADJACENT TO THE SEAL

8075 GATE PARKWAY WEST, SUITE 204

HANSON PROFESSIONAL SERVICES INC.

SHEET NO.

STATE OF

No 61786

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

S

REYM .R LYR

A

D

SHEET NO.

DARYL R. MYERS, P.E. NO. 61786

STATE OF

No 92053

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

N

OS

PMOHT NITS

U

A

JACKSONVILLE, FLORIDA 32216-3685

AUSTIN THOMPSON, P.E. NO. 92053

EROSION CONTROL NOTES AND DETAILS

STANDARD DETAILS

GAIL DRIVE PUMP STATION PLAN AND SECTION

GAIL DRIVE PUMP STATION SITE PLAN

E-ONE PUMP STATION DETAILS

FORCE MAIN PLAN AND PROFILE

LOW PRESSURE SEWER SYSTEM PLAN

KEY SHEET

GENERAL NOTES AND LEGEND

GENERAL NOTES

SIGNATURE SHEET

TITLE SHEET

C-64

C-58 - C-63

C-50

C-49

C-47 - C-48

C-42 - C-46

C-6 - C-41

C-5

C-4

C-3

C-2

C-1

C-51 - C-57

C-2

GAIL DRIVE PUMP STATION ELECTRICAL

SIGNATURE SHEET

SIGNATURE SHEET

SEPTIC TO SEWER PHASE IV

EAST PALATKA

C-2

Approved 2024-H-297-00293 Christopher Pogue

12/3/2024

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

Greg Reed Line

WITH BOX AND COVER

AIR RELEASE/ VACUUM VALVE

BORE PIT

8'X6' HDD ENTRY/EXIT

BORE PIT

8'X6' HDD ENTRY/EXIT

BORE PIT

8'X6' HDD ENTRY/EXIT

FUSIBLE PVC (DR-18) FORCE MAIN

DIRECTIONAL BORE 27 L.F. OF 6"

(DR-18) FORCE MAIN

120 L.F. OF 6" PVC

FUSIBLE PVC (DR-18) FORCE MAIN

DIRECTIONAL BORE 96 L.F. OF 6"

(DR-18) FORCE MAIN

351 L.F. OF 6" PVC

8'-4"

8'-8"

7'-5"

A V

E N

U E

P I N

E W

A Y

D R

IV

E

G A

IL

SILT FENCE

L F

C

P P

L F

C

P P

69 L F±

18"R

CP

INV=10.66'

UEW

INV=5.55'

UEW

MULTI USE TRAIL

ASPHALT

WOOD

12"

CONC

36"

PAVING

ASPHALT

P A

V

IN

G

A S P

H A

L T

TOB

TOE

TOB

TOB

TOE

TOB

N.M.V.

S T O P

N.M.V.

O N E W

A Y

S T R E E T

S T O P/

S T O P

W.LY INV=5.34'

E.LY INV=5.22'

SEW

S.LY INV=6.13'

N.LY INV=6.17'

MES

U

UU GAS

GAS

CONTROL POINT

HORIZONTAL/VERTICAL

ELV=12.345'

E. 461182.972'

N. 1909090.7750'

STAMPED "TRAV PT LB 3624"

FOUND IRON ROD AND CAP

HV2

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P.E. License No. 61786

Daryl R. Myers, P.E.

Engineer of Record:

Offices Nationwide

Jacksonville, Florida 32216-3685

8075 Gate Parkway West, Suite 204

Hanson Professional Services Inc.

T H

E

O F

F I

C I

A L

R

C O

D

T

I

S

E E

T

E C

T R

O N

C

G I

T A

L

Y

G N

N

A L

U

D

L E

G

A

C

SEPTIC TO SEWER PHASE IV

EAST PALATKA NO.

SHEET

-2

-2

1" = 40' Horizontal

1" = 4' Vertical

N

HWY 17

M A

T C

H

L I N

E

S E

E

S

H E

E T

LOW PRESSURE SEWER SYSTEM PLAN

-2

S E

E

S

H E

E T

M A

T C

H

L I N

E

T

Y P

FORCE MAIN

6" FUSIBLE PVC (DR-18)

T

Y P

6" PVC (DR-18) FORCE MAIN

GRADE

EXISTING

6" PVC (DR-18) FORCE MAIN

30" CPP

EXISTING

BORE PIT

8'X6' HDD ENTRY/EXIT

BORE PIT

8'X6' HDD ENTRY/EXIT

GRADE

EXISTING

6" PVC (DR-18) FORCE MAIN

FORCE MAIN

6" FUSIBLE PVC (DR-18)

WITH BOX AND COVER

AIR RELEASE/ VACUUM VALVE

BORE PIT

8'X6' HDD ENTRY/EXIT

FUSIBLE PVC (DR-18) FORCE MAIN

DIRECTIONAL BORE 96 L.F. OF 6"

(APPROX. LOCATION)

FIBER OPTIC CABLE

(APPROX. LOCATION)

FIBER OPTIC CABLE

C-42

M A

T C

H

L I N

E

S E

E

S

H E

E T

10 40

Feet

11/19/24 and Exist Pits/ARV Locations.

FDOT RAI#1 - Added Silt Fence at Bore Entry

Approved 2024-H-297-00293

WITH BOX AND COVER

AIR RELEASE/ VACUUM VALVE

BORE PIT

8'X6' HDD ENTRY/EXIT

(DR-18) FORCE MAIN

360 L.F. OF 6" PVC

FUSIBLE PVC (DR-18) FORCE MAIN

DIRECTIONAL BORE 228 L.F. OF 6"

8'-9"

7'-0

A V

E N

U E

P I N

E W

A Y

A V

E N

U E

P I N

E W

A Y

SILT FENCE

69 L F±

18"R

CP 58 LF±

18"RCP

85 LF±

18"RCP

L F

R

C P

INV=5.43'

UEW

INV=5.46'

UEW

MULTI USE TRAIL

ASPHALT

P A

V

IN

G

A S P

H A

L T

CONC

36"

PAVING

ASPHALT

NW.ly INV=9.76'

SW.ly THROAT ELV=7.90'

NE.ly THROAT ELV=7.96'

TOP ELV=8.53'

CB

SE.ly INV=2.78'

SW.ly THROAT ELV=10.76'

NE.ly THROAT ELV=10.65'

TOP ELV=11.47'

CB

INV=9.55'

MES

INV=8.40'

MES

INV=5.93'

UEW

P A

V

IN

G

A S P

H A

L T

PAVING

ASPHALT

TOB

TOE

TOB

TOB

TOE

TOB

TOB

TOE

TOB

TOB

TOB

TOES

T O P

N.M.V.

C O

N C

"C

O N C B

A S E

M E T A L W

"C

O N C B

A S E

M E T A L W

UU

UU

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P.E. License No. 61786

Daryl R. Myers, P.E.

Engineer of Record:

Offices Nationwide

Jacksonville, Florida 32216-3685

8075 Gate Parkway West, Suite 204

Hanson Professional Services Inc.

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

SEPTIC TO SEWER PHASE IV

EAST PALATKA NO.

SHEET

1" = 40' Horizontal

1" = 4' Vertical

N

HWY 17

M A

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FORCE MAIN PLAN AND PROFILE

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6" PVC (DR-18) FORCE MAIN

FORCE MAIN

6" FUSIBLE PVC (DR-18)

6" PVC (DR-18) FORCE MAIN

GRADE

EXISTING

BORE PIT

8'X6' HDD ENTRY/EXIT

WITH BOX AND COVER

AIR RELEASE/ VACUUM VALVE

OPTIC PULL BOX

EXISTING FIBER

(APPROX. LOCATION)

EXISTING FIBER OPTIC CABLE

C-43

10 40

Feet

11/19/24 and Exist Pits/ARV Locations.

FDOT RAI#1 - Added Silt Fence at Bore Entry

Approved 2024-H-297-00293

(DR-18) FORCE MAIN

588 L.F. OF 6" PVC

5'-8" 6'-5"

SILT FENCE

CONC

36"

CONC

36"

TOE

TOE

TOB

TOB

TOB

TOB

ELV=11.126'

E. 461936.320'

N. 1909750.570'

STAMPED "LB 3624"

FOUND IRON ROD AND CAP

HV3

11/19/2024reed02048 I:\23jobs\23L0104\CAD\Site\Sht44_PH_IV_Plan_Profile_Sheet_40_Scale.dgn2:57:26 PM

P.E. License No. 61786

Daryl R. Myers, P.E.

Engineer of Record:

Offices Nationwide

Jacksonville, Florida 32216-3685

8075 Gate Parkway West, Suite 204

Hanson Professional Services Inc.

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SEPTIC TO SEWER PHASE IV

EAST PALATKA NO.

SHEET

1" = 40' Horizontal

1" = 4' Vertical

N

HWY 17

M A

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FORCE MAIN PLAN AND PROFILE

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6" PVC (DR-18) FORCE MAIN

6" PVC (DR-18) FORCE MAIN

GRADE

EXISTING

C-44

10 40

Feet

11/19/24 and Exist Pits/ARV Locations.

FDOT RAI#1 - Added Silt Fence at Bore Entry

Approved 2024-H-297-00293

588 L.F. OF 6" PVC

4'-3"

SILT FENCE

MULTI USE TRAIL

ASPHALT

CONC

36"

CONC

36"

UU

UU

11/19/2024reed02048 I:\23jobs\23L0104\CAD\Site\Sht45_PH_IV_Plan_Profile_Sheet_40_Scale.dgn2:57:29 PM

P.E. License No. 61786

Daryl R. Myers, P.E.

Engineer of Record:

Offices Nationwide

Jacksonville, Florida 32216-3685

8075 Gate Parkway West, Suite 204

Hanson Professional Services Inc.

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SEPTIC TO SEWER PHASE IV

EAST PALATKA NO.

SHEET

1" = 40' Horizontal

1" = 4' Vertical

N

HWY 17

M A

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FORCE MAIN PLAN AND PROFILE

-2

-2

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6" PVC (DR-18) FORCE MAIN

GRADE

EXISTING

OPTIC PULL BOX

EXISTING FIBER

(APPROX. LOCATION)

EXISTING FIBER OPTIC CABLE

C-45

10 40

Feet

11/19/24 and Exist Pits/ARV Locations.

FDOT RAI#1 - Added Silt Fence at Bore Entry

Approved 2024-H-297-00293

18 L.F. OF 6" PVC

FORCE MAIN

EXISTING 6" FORCE MAIN WITH 6" M.J.

REMOVE EXISTING 6" PLUG AND CONNECT TO

(DR-18) FORCE MAIN

127 L.F. OF 6" PVC

WITH BOX AND COVER

AIR RELEASE/ VACUUM VALVE

BORE PIT

8'X6' HDD ENTRY/EXIT

FUSIBLE PVC (DR-18) FORCE MAIN

DIRECTIONAL BORE 99 L.F. OF 6"

(DR-18) FORCE MAIN

290 L.F. OF 6" PVC

3'-8"

3'-4"

3'-3"

FORCE MAIN

EXISTING 6" SANITARY

R O

A D

H O

R S

E

L

A N

D I N

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SILT FENCE SILT FENCE

22'18'BORE PIT

8'X6' HDD ENTRY/EXIT

FDOT INDEX 102-660

PEDESTRIAN DIVERSION

FDOT INDEX 102-660

PEDESTRIAN DIVERSION

60 LF±

18"RCP

MULTI USE TRAIL

ASPHALT

MULTI USE TRAIL

ASPHALT

P A

V

IN

G

A S P

H A

L T

P A

V

IN

G

A S P

H A

L T

WOOD

12"

CONC

36"

WOOD

14"

W O

O D

PAVING

ASPHALT

NE.ly INV=9.76'

SW.ly THROAT ELV=12.66'

NE.ly THROAT ELV=12.65'

TOP ELV=13.26'

CB

INV=10.83'

MES

INV=10.78'

MES

TOB

TOB

TOB

TOB

TOE

TOE

TOB

TOE

TOB

TOB

TOB

TOE

LIMIT

SPEED

N.M.V.

N.M.V.

W A Y

O N E

X-ING

TRAIL

LIMIT

SPEED

A

LU

M

UU

BACK FLOW

BACK FLOW

U

UU WATER

SAN

SAN

WATER

WATER

WATER

WATER

S A

N S

A N

ELV=15.384'

E. 462665.056'

N. 1910443.490'

STAMPED "LB 3624"

FOUND IRON ROD AND CAP

HV4

11/19/2024reed02048 I:\23jobs\23L0104\CAD\Site\Sht46_PH_IV_Plan_Profile_Sheet_40_Scale.dgn2:57:33 PM

P.E. License No. 61786

Daryl R. Myers, P.E.

Engineer of Record:

Offices Nationwide

Jacksonville, Florida 32216-3685

8075 Gate Parkway West, Suite 204

Hanson Professional Services Inc.

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SEPTIC TO SEWER PHASE IV

EAST PALATKA NO.

SHEET

1" = 40' Horizontal

1" = 4' Vertical

N

HWY 17

M A

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FORCE MAIN PLAN AND PROFILE

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6" PVC (DR-18) FORCE MAIN

MAIN

EXISTING 6" FORCE MAIN WITH 6" M.J.

REMOVE EXISTING 6" PLUG AND CONNECT TO

BORE PIT

8'X6' HDD ENTRY/EXIT

WITH BOX AND COVER

AIR RELEASE/ VACUUM VALVE

6" FUSIBLE PVC (DR-18) FORCE MAIN

BORE PIT

8'X6' HDD ENTRY/EXIT

FORCE MAIN

EXISTING 6" SANITARY

6" PVC (DR-18) FORCE MAIN

GRADE

EXISTING

(APPROX. LOCATION)

OPTIC CABLE

EXISTING FIBER

BORE PIT

8'X6' HDD ENTRY/EXIT

(APPROX. LOCATION)

EXISTING FIBER OPTIC CABLE

C-46

10 40

Feet

11/19/24

Diversions.

and Exist Pits/ARV Locations and Pedestrian FDOT RAI#1 - Added Silt Fence at Bore Entry

Approved 2024-H-297-00293

11/19/2024reed02048 I:\23jobs\23L0104\CAD\Site\Sht59_STDDETAILS03.dgn2:57:38 PM

P.E. License No. 61786

Daryl R. Myers, P.E.

Engineer of Record:

Offices Nationwide

Jacksonville, Florida 32216-3685

8075 Gate Parkway West, Suite 204

Hanson Professional Services Inc.

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SEPTIC TO SEWER PHASE IV

EAST PALATKA NO.

SHEET

STANDARD DETAILS

STONE (1 CUBIC FOOT)

COMPACTED FDOT #57

FINISH GRADE OR PAVEMENT

FDOT #57 STONE (6" DEEP)

VALVE

PIPE

OPERATING NUT

A S

S

P E

C I F I E

D

461-S SIGMA 562-S OR APPROVED EQUAL

H-20 LOAD RATED VALVE BOX TYLER/UNION

TO PREVENT DAMAGE

PLACED TO SIDE OF PIPE

TRACING WIRE TO BE

(CONTINUOUS) TYP

4 FOOT COIL OF TRACING WIRE

SHELDON BRONZE CO.

BRONZE DISK AS MFR BY

1/8" LETTERS CAST IN 3" DIA

TURNS TO OPEN

DIRECTION AND NO OF

* BV - BALL VALVE

* PV - PLUG VALVE

* BFV - BUTTERFLY VALVE

* GV - GATE VALVE

VALVE TYPE

VALVE SIZE

* RECLAIMED

* WASTEWATER

* WATER

SERVICE TYPE

OR "WATER" AS APPROPRIATE

LETTERS "RECLAIMED", "SEWER"

CAST IRON LID WITH RAISED

L-20

BFV

24"

WATER

CONCRETE PAD

1'-6" X 1'-6" X 6"

#3 BAR CONT, OC

WATER

1. PRECAST VALVE COLLARS SHALL NOT BE ALLOWED.

NOTE:

TIED TO PIPE

TRACING WIRE

ELSEWHERE

SHOULDER AND 2" ABOVE GRADE

PAD 1/4" BELOW GRADE IN PAVEMENT OR

SET COVER OF VALVE BOX AND CONCRETE

"RECLAIMED", ETC

"WATER", "SEWER",

W/ COVER MARKED

ADJUSTABLE CI VALVE BOX

BEDDING ROCK, NOT ON THE PIPE

CI VALVE BOX SHALL REST ON

C O

V E

R

6" MIN. (TYP)

12'

MORE COVER

DEPRESSED MAIN W/ 36" OR

TO OPERATING NUT ON

REQ'D TO MAINTAIN 2' DEPTH

VALVE STEM EXTENSION(S)

VALVE COLLAR (SEE DETAIL)

ANCHORED TO CONCRETE

DISK

VALVE IDENTIFICATION

4"9"

(SEE NOTE #3)

MANHOLE FRAME & COVER

GRADE

W/BACKWASH FEATURES

AIR VALVE ASSEMBLY

RINGS (TYP)

ADJUSTMENT 1

(M

A X

N O

M

IN

ADAPTER (IF REQ.)

(1/8" PER 1' MIN)

SLOPE DOWN TO MAIN

(SEE NOTE #4)

BRACKET

VALVE SUPPORT

(8" THK. MIN)

FLAT TOP SECTION

AND FITTINGS

316 SS PIPE

M

IN

V A

R

IE

S

6" MIN GRAVEL

G R

A V

E L B

O T

T O

M

(2" MIN, SEE NOTE #1)

OFF-SET PIPING "IF REQUIRED"

2" SS BALL VALVE

INTERIOR LINER. (SEE NOTE #2)

SECTION, NO BOTTOM. PROVIDE SPECIALTY

4' DIA OR 4 SQUARE MANHOLE (MIN) W/FLAT TOP

AIR VALVE ASSEMBLY INSIDE MANHOLE

LOW PROFILE

PIPE CONNECTIONS TO THE VALVE. (TYP)

PROVIDE RESTRAINED MJ ADAPTERS FOR HDPE 1.

NOTE:

2" SS BALL VALVE

5"

RESTRAINED PLUG

TAPPED OPENING,

PLUG WITH NPT

2" 316 SS NIPPLE

NEW PIPE

PLUG VALVE AND BOX DETAIL

SEE NOTE #6

(INSTALLED VERTICALLY NEAR MAIN). SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

THAN 2 INCH SIZE, PROVIDE A GATE VALVE TAPPING SLEEVE OR DUCTILE IRON TEE FITTING. ALSO, FOR OFF-SET PIPING LARGER

FOR A 2" AIR VALVE, PROVIDE 2" STAINLESS STEEL BALL VALVE AT THE MAIN. FOR AIR VALVES LARGER THAN 2" SIZE, PROVIDE A 6.

REQUIREMENTS.

A FLANGE GATE VALVE (WHEEL OPERATOR) OR PLUG VALVE. (LEVER ARM OPERATOR) SEE SPECIFICATION FOR ADDITIONAL

FOR PIPE SIZES 3 INCH AND SMALLER, PROVIDE A STAINLESS STEEL BALL VALVE (2" MIN). FOR PIPE SIZES 4 INCH AND LARGER, PROVIDE 5.

AND TO ASSURE A SOLID SUPPORT BRACKET.

" DIA X 2" LONG S/S ANCHOR (MIN). MODIFY THE ABOVE AS REQUIRED TO FIT SPECIFIC AIR VALVE 2

1CONCRETE MANHOLE WITH FOUR

" DIA TO ATTACH AROUND AIR VALVE. SECURE TO 8

5ATTACHING SURFACES), 3" ANGLE IRON FOR SUPPORT ARM AND TWO U-BOLTS

" THICK END PLATES (CONTOURED TO MATCH 8

3AND FABRICATED FROM ALL 316 STAINLESS STEEL MATERIALS AND INCLUDE 6" x 6" x

A VALVE SUPPORT BRACKET IS ONLY REQUIRED FOR ASSEMBLIES WHICH INCLUDE OFF-SET PIPING. THE BRACKET SHALL BE WELDED 4.

TIMES OR A SQUARE TOP WITH ALUMINUM DOOR SHALL BE PROVIDED (NON-TRAFFIC LOCATIONS ONLY).

NECESSARY FROM THE UNDER SIDE OF COVER). THE COVER (WHEN FLIPPED OPEN) MUST CLEAR THE AIR VALVE ASSEMBLY AT ALL

SEE DETAIL FOR FRAME AND COVER. THE COVER SHALL HAVE NO GASKET TO ALLOW AIR TO EXIT VAULT (REMOVE GASKET IF 3.

THE OUTSIDE SURFACES OF THE MANHOLE.

INCLUDING THE RISER SECTION TOP AND THE ADJUSTMENT RINGS. A BITUMINOUS WATERPROOFING MATERIAL SHALL BE PROVIDED ON

THE CONCRETE MANHOLE SHALL INCLUDE A POLYURETHANE SPECIALTY LINER TO BE INSTALLED ON THE INTERIOR SURFACES 2.

STAINLESS STEEL SCH.40, STD GRADE, THREADED.

IF OFF-SET PIPING IS REQUIRED, THE PIPING SHALL BE 2 INCH MINIMUM, (SAME SIZE AS AIR VALVE INLET). PIPING SHALL BE 316

THE AIR ASSEMBLY MANHOLE SHALL BE LOCATED OUTSIDE OF THE ROADWAY PAVEMENT AREA (I.E. LOCATED IN NON-TRAFFIC AREAS). 1.

NOTES:

IDENTIFICATION DISK DETAIL

VALVE COLLAR WITH

NTS

2" 316 SS PLUG

2" 316 SS NIPPLE

DI BLD FLG W/ 2" NPT

TAP FOR CONNECTION TO

EXPOSED FJ DI FITTING

SCHEDULE 40

2" V141

2" SS GATE VALVE (TYP)

2" 316 SS PIPE

AND FITTINGS (TYP)

2" V140

1" SS GATE VALVE (TYP)

1" BACKWASH HOSE

MFR

SEE BASE

FASTENERS

316 SS U-BOLT AND

SADDLE SUPPORT W/

ADJUSTABLE CI PIPE

B-LINE FIG B3092

SEE SADDLE MFR

PIPE

S

M

R

M A

X

M

M E

N S I O

N

B-LINE FIG 3088T

THREADED BASE STAND

ADHESIVE.

SECURE W/ HILTI HY150

BASE. EMBED 6" &

SIZED FOR MFR STD

(4) 316 SS ANCHORS

1-1/2" NON-SHRINK GROUT

SLABA

S

R

E Q

U I R

Nights and Weekends: XXX-XXXX

329-03468:30-5:00 Mon-Fri

For service/repair call:

PUBLIC WORKS DEPARTMENT

PUTNAM COUNTY

Property of

5"

EACH CORNER

FENCE GATE WITH CLF TIES AT

ATTACH SIGN TO PUMP STATION 2.

MATERIAL

DURABLE WEATHER-RESISTANT

ALL SIGNS TO BE MADE OF 1.

NOTE:

VACUUM RELIEF VALVES (SEWAGE)

COMBINATION AIR RELEASE AND

EMERGENCY CONTACT SIGN

TYPE 1 PIPE SUPPORT DETAIL

NTS

NTS

NTS

C-59

11/19/24 Manhole Detail FDOT RAI#1 - Air Valve Assembly Inside

Approved 2024-H-297-00293

11/19/2024reed02048 I:\23jobs\23L0104\CAD\Site\Sht62_STDDETAILS06.dgn2:57:40 PM

P.E. License No. 61786

Daryl R. Myers, P.E.

Engineer of Record:

Offices Nationwide

Jacksonville, Florida 32216-3685

8075 Gate Parkway West, Suite 204

Hanson Professional Services Inc.

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SEPTIC TO SEWER PHASE IV

EAST PALATKA NO.

SHEET

STANDARD DETAILS

COMPACT UPPER 12" TO

DRY DENSITY, ASTM D-1557

TO MIN 95% MODIFIED PROCTOR

COMPACT REMAINDER OF TRENCH

MIN 98% MODIFIED PROCTOR

DRY DENSITY, ASTM D-1557

WITH SPECIFICATIONS

THICKNESS (6" MIN) IN ACCORDANCE

MATCH EXISTING BASE COURSE

UNDISTURBED EARTH

PAVEMENT (TYP)

SAW-CUT EXISTING

SOIL MATERIAL BACKFILL REQUIREMENTS

PIPE COVER DEPTH LIFT THICKNESS, AND

SEE TYPICAL PIPE TRENCH DETAIL FOR

EXISTING PAVEMENT

6"

6"

LIMITS OF PAVEMENT

RESTORATION

TRENCH

TOP WIDTH

6"

6"

EXISTING LIMEROCK OR DIRT

SOIL MATERIAL BACKFILL REQUIREMENTS

PIPE COVER DEPTH LIFT THICKNESS, AND

SEE TYPICAL PIPE TRENCH DETAIL FOR

LIMITS OF LIMEROCK

RESTORATION

TRENCH

TOP WIDTH

12"

COMPACTED LIMEROCK

12" THICK (MIN)

12"

UNDISTURBED EARTH

DRY DENSITY, ASTM D-1557

TO MIN 95% MODIFIED PROCTOR

COMPACT REMAINDER OF TRENCH

TYPE WITH SUPERPAVE

ASPHALT THICKNESS AND

MATCH EXISTING

2" THICKNESS (MIN) OR

DRY DENSITY, ASTM D-1557

98% MODIFIED PROCTOR

COMPACT UPPER 12" TO MIN

PATCHES, AND SIMILAR RESTORATION.

ROADS, DRIVEWAYS, PRIVATE ROADS, DRIVES, MISCELLANEOUS

ASPHALT PAVEMENT RESTORATION DETAIL APPLIES TO COUNTY 1.

NOTES:

3,000 PSI CONCRETE WITH

CONCRETE (TYP)

EXISTING THICKNESS (6" MIN)

SOIL MATERIAL BACKFILL REQUIREMENTS

PIPE COVER DEPTH LIFT THICKNESS, AND

SEE TYPICAL PIPE TRENCH DETAIL FOR

COMPACT UPPER 12" TO

COMPACT REMAINDER OF TRENCH

TO MIN 95% MODIFIED PROCTOR

DRY DENSITY, ASTM D-1557

MIN 98% MODIFIED PROCTOR

DRY DENSITY, ASTM D-1557

UNDISTURBED EARTH

6x6 #10 WWF, MATCH

DRIVE RESTORATION

LIMITS OF CONCRETE

SAW CUT EXISTING TRENCH

TOP WIDTH

CONCRETE RESTORATION DETAIL

SHALL BE 6 INCHES (MIN)

FROM CORNER. DOWEL EMBEDMENT DEPTH

BARS @ 2' OC AROUND PERIMETER 8" MIN

DRILL & DOWEL EXISTING CONCRETE W/ #4

12" 12"

MATCH EXISTING GRADE AND FINISH.1.

NOTES:

PULLING FORCE

ALLOWABLE BEND RADIUS AND

12" AND SMALLER FUSIBLE PVC PIPE

PIPE SIZE

MAXIMUM

ALLOWABLE BENDING

4"

6"

8"

10"

12"

RADIUS - Rs (FT)

PIPE INSERTION/

DRILL EXIT ANGLE

PIPE PULL HEAD

SWIVEL

DRILL STEM

MAXIMUM

ALLOWABLE PULLING

FORCE (DR18)

(K-LBS)

s

RESTORATION DETAIL

EXISTING SHARE USED PATH

LBR 40

STABILIZATION

12" TYPE B

1:4

0.02 0.06

12'

USE PATH

SHARED

2' LEVEL

4"

4"

2'

TYPE SP STRUCTURAL COURSE (TRAFFIC A) (1")

OPTIONAL BASE GROUP 6 WITH

1:

LIMEROCK RESTORATION DETAIL

ASPHALT PAVEMENT RESTORATION DETAIL

NTS

NTS

NTS

NTS

C-62

11/19/24 Restoration Detail FDOT RAI#1 - Existing Shared Use Path

Approved 2024-H-297-00293

11/19/2024reed02048 I:\23jobs\23L0104\CAD\Site\Sht64_PH_IV_SWPPP01.dgn2:57:41 PM

P.E. License No. 61786

Daryl R. Myers, P.E.

Engineer of Record:

Offices Nationwide

Jacksonville, Florida 32216-3685

8075 Gate Parkway West, Suite 204

Hanson Professional Services Inc.

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SEPTIC TO SEWER PHASE IV

EAST PALATKA NO.

SHEET

be under the contract lump sum price established quality requirements. The barrier type(s) will

Turbidity barriers for flowing streams and tidal the Engineer.

in vertical position unless otherwise directed by

Posts in staked turbidity barriers to be installed in the bid proposal for Erosion & Sediment Control specified in the plans, however payment will be at the Contractors option unless otherwise conditions and meet erosion control and water or any combinations of types that will suit site creeks may be either floating, or staked types

Note:

THIS COMPLIANCE SHALL BE PART OF THE CONTRACT.

SJRWMD FOR EROSION AND SEDIMENTATION CONTROL. THE COST OF

MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF

33. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER

WATER MANAGEMENT DISTRICT.

REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER

29. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH

TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL.

CONVEYED TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND

28. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND

MAINTAINED.

EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE

27. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE

MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED.

26. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND

CONSTRUCTION.

WATER QUALITY DEGRADATION. SEE DETAIL SHEET FOR TYPICAL

TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM

25. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT

DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6.

LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA

REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND

24. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL

SPECIFICATIONS AND CRITERIA.

SPECIFICATIONS AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS,

23. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION

NOT ERODE.

DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL

THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE

ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/3

22. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS

MADE AS NEEDED.

21. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS

CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.

OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO

20. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE

THIRD THE HEIGHT OF THE BARRIER.

THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-

19. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT.

REPLACED PROMPTLY.

LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE

OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE

18. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE

RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED

17. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY

THE EXISTING GRADE, PREPARED AND SEEDED.

BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO

16. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE

ACCOMPLISHED PROMPTLY.

15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE

END RUNS AND UNDERCUTTING BENEATH BALES.

14. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES,

RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.

13. STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH

FROM ENTERING BETWEEN BALES.

12. LOOSE STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER

LEAST TWO STAKES OR REBARS DRIVEN THROUGH THE BALE.

11. EACH BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT

BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER.

AFTER THE BALES ARE STAKED, THE EXCAVATED SOIL SHALL BE

TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 8 INCHES.

10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A

THE INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER.

9. BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING

THE BALES.

BINDINGS ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER

8. BALES SHALL BE EITHER WIRE-BOUND OR STRING-TIED WITH THE

PULLED AWAY FROM THE INLET, CLEANED AND REPLACED.

NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONES MUST BE

7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT

ALL SIDES.

SHALL EXTEND BEYOND THE INLET OPENING AT LEAST 18 INCHES ON

LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE

AS INDICATED IN D-903. THE DEPTH OF STONE SHALL BE AT

6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH

IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED.

INCH OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH

STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-

EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET

5. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE

ACCEPTANCE.

ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF

4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES,

PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS.

ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE

3. ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE

CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED.

EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF

2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY

ALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION.

NOT REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN

1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF

30. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION, SILT

SCREENS, HAY BALES, AND GRASSING. ALL FILL SLOPES 3:1 OR

STEEPER TO RECEIVE STAKED SOLID SOD.

31. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL TO REMAIN IN

PLACE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN

AREAS HAVE STABILIZED.

32. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT

MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS

RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS

AND WATER QUALITY GUIDELINES AND MAY NEED TO INSTALL

ADDITIONAL CONTROLS.

TO BE USED AT SELECTED SITES WHERE THE

BARRIERS FOR FILL SLOPES

DITCH INSTALLATIONS AT

PROTECTION AROUND INLETS OR SIMILAR STRUCTURES

DITCH BOTTOM INLETCOMPLETED INLET

BALES BACKED BY FENCE

PARTIAL INLET

ELEVATION

PLAN

ELEVATION

PLAN

Ditch

Sod

Cross Drain

Ditch Bottom Inlet

Sod

Silt Barrier

Limits Of Construction

50' Max. 50' Max.

50' Max.50' Max.

10' (Typ.)

Endwall

C

HAY BALE LOCATION

(D-901)

N.T.S.

DRAINAGE STRUCTURES

TYPE ITYPE II

Per Ft. Buoyancy)

4. Navigation may require segmenting barrier during construction operations.

3. Deployment of barrier around pile locations may vary to accommodate construction operations.

2. Number and spacing of anchors dependent on current velocities.

1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth.

5. For additional information see Section 104 of the FDOT Standard Specifications.

D

D

D

FLOATING TURBIDITY BARRIERS

LEGEND

TURBIDITY BARRIER APPLICATIONS

NOTES:

Stress Plate

N.T.S.

(D-907)

TURBIDITY BARRIERS

Type III Silt Fence

Silt Fence

FDOT Spec.)

Poultry Mesh (20. Ga. Min.)

Or Type A Fence Fabric

(Index No. 452 & Sec. 985

Type A Fence Fabric

Poultry Mesh Or

3"Min. Dia.

i n

Optional Post Positions

V e r t i c a l

Filter Fabric

Silt Flow

Principle Post Position

Wood; Steel

SECTIONELEVATION

10' Max.

Filter Fabric (In

Conformance With

1.33 Lbs/Ft. Min.)

Sec. 985 FDOT Spec.)

TYPE IV SILT FENCE

20̂

(Canted 20^ Toward Flow) r o r e

Silt Flow

Type IV Silt Fence

Sheet 2 of 3, FDOT Index No. 102.

Note: Spacing for Type III & TYPE IV Fence to be in accordance with Chart 1, Sheet 1 of 3, FDOT Index

No. 102 and ditch installations at drainage structures

SILT FENCE APPLICATIONS

used at permanent bodies of water.

watercourses. Silt fences are to be used at upland locations and turbidity barriers

Do not deploy in a manner that silt fences will act as a dam across permanent flowing

Type III Or Type IV Silt Fence Protection

Around Ditch Bottom Inlets.

Si lt F lo w

Silt Flow

Type III or Type IV

20̂

TYPE III SILT FENCE

6' Max.

ELEVATION

SECTION

V e r t i c a l i n

N.T.S.

(D-908)

SILT FENCE TYPE III & IV

M i n

NOTICE:

COMPONENTS OF TYPES I & TYPE II MAY

BE SIMILAR OR IDENTICAL TO PROPRIETARY

DESIGNS. ANY INFRINGEMENT ON THE

PROPRIETARY RIGHTS OF THE DESIGNER

SHALL BE THE SOLE RESPONSIBILITY OF

THE USER. SUBSTITUTIONS FOR TYPES

I AND II SHALL BE AS APPROVED BY

THE ENGINEER.

PVC Fabric (300 psi Test) With Lacing Grommets

18 Oz. Nylon Reinforced Strength)

(600 lb. Breaking

Polypro Rope

Galvanized Chain Galvanized Chain

Per Ft. Buoyancy)

Flotation (6" Dia. Equiv.) (12 Lbs.

Closed Cell Solid Plastic Foam

Galvanized Connectors (Tool Free Disconnect) (9800 Lbs. Breaking Strength) With

Vinyl Sheathed EAW Steel Cable

Closed Cell Solid Plastic Foam

Flotation (8" Dia. Equiv.) (17 lbs.

(Metal Collar Reinforced)

Slotted PVC Connector Pipe

Type A Or B Fence

Note: Bales to be staked at the direction of the Engineer.

Loose Soil Placed By Shovel And

Lightly Compacted Along Upstream

Face Of Bales.

Anchor Bales With 2 - 2" x 2" x 4'

Stakes Per Bale.

DitchDitch Curb & GutterCurb & Gutter

Sidewalk

Apron

Riser Open

50' On Centers ( Typ. )

Overlap Ends

Stakes Per Bale.

Anchor Bales With 2 - 2" x 2" x 4'

Silt Barrier

50' Max.50' Max.

Limits Of Construction

18 Oz. Nylon Reinforced

PVC Fabric (300 psi Test)

Pile Locations

Dredge Or Fill Area

Mooring Buoy w/Anchor

Anchor

To Current Action

Barrier Movement Due

Structure Alignment

Shore Line

Proposed Toe Of Slope

Ty pi ca l

0'

T y p i c a l

Causeway

Existing

Typ ica l

Current

Fill Slope

Compacted Along The Upstream Edge Of Bales.

Loose Soil Placed By Shovel And Lightly

Anchor Bales With 2 - 2" x 2" x 4'

Stakes Per Bale.

Silt Barrier

Limits Of Const.

Shore Line Limits Of Const.

S t r e a m

T i d a l e e k

Shore Line

Turbidity Barriers r e

1.33 Lbs/Ft. Min.)

Min. Dia. Wood; Steel

Post (Options: 2" x 4" Or

18 Oz. Nylon Reinforced

PVC Fabric (300 psi Test)

6' Max.

T y p i c a l

Fill Slope

NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE

6' Min.

Bales To Butt

Flow

As Required

F l o w

S w a l e

L Median Ditch

NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE

TO BE USED AT SELECTED SITES WHERE THE

Sod

Post (Options: 2" x 4" Or

Min. Dia.

1.33 Lbs/Ft. Min.)

Wood; Steel

Optional Post Positions Principle Post Position

(Canted 20^ Toward Flow)

Filter Fabric

Silt Flow

Sec. 985 FDOT Spec.)

Conformance With

Filter Fabric (In r e

Post (Options: 4" x 4" Or

Silt Fence to be paid for under the contract lump sum price for Erosion and Sediment Control.

Note:

EROSION & SEDIMENT CONTROL NOTES

EROSION CONTROL NOTES AND DETAILS C-64

11/19/24 FDOT RAI#1 - Erosion Control Notes and Details

Approved 2024-H-297-00293

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Median

11102-601

TWO-LANE AND MULTILANE ROADWAY,

WORK BEYOND THE SHOULDER11/01/20

c. 15' or more from the traveled way.

b. More than 2' behind the curb,

a. Behind an existing barrier, Offset Zone:

SYMBOLS:NOTES:

Work Area

Lane Identification and Direction of Traffic

3. Use Index 102-660 when Work Area encroaches a Sidewalk.

vehicles cross the Offset Zone in any one hour period.

and terminating the work area) requires that two or more work

2. Use Index 102-602 when the work operation (excluding establishing including Medians of divided roadways, with work beyond the shoulder.

1. This Index applies to Two-Lane, Two-Way and Multilane Roadways, MULTILANE ROADWAY SHOWN, TWO-LANE ROADWAY SIMILAR

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DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

R9-11AL

PEDESTRIAN DETOUR

(See Note 4)

R9-10

(See Notes 4 and 5)

Advance Closure LCD

(See Notes 4 and 5)

Advance Closure LCD

AHEAD

WORK

ROAD

W20-1F

AHEAD

WORK

ROAD

CROSS HERE

AHEAD

SIDEWALK CLOSED

CROSS HERE

AHEAD

SIDEWALK CLOSED

CLOSED

SIDEWALK

USE OTHER SIDE

SIDEWALK CLOSED

USE OTHER SIDE

SIDEWALK CLOSED

21102-660

SIDEWALK CLOSURE

11/01/20

M4-9BR

M4-9BL

M4-9BL

M4-9BR

R9-11AR

M4-9BL

M4-9BR

(See Note 4)

R9-10

(See Note 4)

R9-9

W20-1F

SYMBOLS:

Work Area

NOTES:

facilities (e,g,, transit stops, residences, or business entrances).

5. Omit the Advance Closure LCD if it blocks access to other pedestrian in accordance with the manufacturer's instructions.

4. "Sidewalk Closed" signs (R9-XX) may be mounted on pedestrian LCDs panel to the surface of the sidewalk.

maintain a minimum 7’ clearance from the bottom of the sign

3. For post mounted signs located near or adjacent to a sidewalk,

2. Place pedestrian LCDs across the full width of the closed sidewalk.

closed crosswalks.

1. Cover or deactivate pedestrian traffic signal display(s) controlling

Work Zone Sign

Lane Identification and Direction of Traffic

Pedestrian Longitudinal Channelizing Device (LCD)

Approved 2024-H-297-00293

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C C

Existing Sidewalk

Existing Sidewalk

Temporary Barrier

6" White

W20-1F

AHEAD

WORK

ROAD

W20-1F

AHEAD

WORK

ROAD

W20-5

AHEAD

CLOSED

RIGHT LANE

Note 4)

(See General

MOT-13-06

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

W4-2

ROAD WORK

END

(See Note 4)

G20-2

Existing Sidewalk

6" White

W20-1F

AHEAD

WORK

ROAD

W20-5

AHEAD

CLOSED

RIGHT LANE

Note 4)

(See General

MOT-13-06

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

W4-2

ROAD WORK

END

(See Note 4)

G20-2

M in

C C

22102-660

SIDEWALK CLOSURE

11/01/21

PEDESTRIAN SPECIAL DETOUR

(Temporary Barrier Shown, Low Profile Barrier Similar)

PEDESTRIAN DIVERSION - OPTION 1

(Work Zone Speed 35 mph or Less)

PEDESTRIAN DIVERSION - OPTION 2

100'

100'

B XLXXXX

X

B XLXXXX

Merge

Arrow Board Mode:

Merge

Arrow Board Mode:

SYMBOLS:

NOTES:

Temporary Pedestrian Way

Work Area

Pedestrian Longitudinal Channelizing Device (LCD)

Work Zone Sign

Channelizing Device (See Index 102-600)

Lane Identification and Direction of Traffic

Arrow Board

Crash Cushion

Plans or as approved by an Engineer.

5. Pedestrian Diversion Option 2 may only be used when called for in the hours or less.

distances, may be omitted when the work operation will be in place for 24 and "End Road Work" signs (G20-2), along with associated work zone sign

4. The "Speeding Fines Doubled When Workers Present" signs (MOT-13-06) for curb ramps diverting pedestrian traffic into a closed lane.

requirements of Index 522-002. Detectable warnings are not required

3. When temporary pedestrian ways require curb ramps, meet the

5' in width at intervals not to exceed 200'.

Provide a 5' x 5' passing space for temporary pedestrian ways less than of 0.02, except where space restrictions warrant a minimum width of 4'.

2. Provide a 5' wide temporary pedestrian way with a maximum…