1_-_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: ________

Santa Rosa

8509817100

Florida

SR 30

Santa Rosa County

10/7/2024

18.90

6051 Old Bagdad Highway

32583

The work involves a trenchless installation of a steel casing with a 12" C-900 carrier pipe for the purpose of conveying reclaimed water (RCW) from Navarre Beach to Pepper Drive in Navarre. The ultimate goal of this project is to remove the reclaimed water from flowing directly into Santa Rosa Sound.

2023-H-395-00298

58030000

Santa Rosa County

Milton michaels@santarosa.fl.gov

18.95

Approved 2023-H-395-00298

Heidi Taylor 9/21/2023

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: _____________________________

9/21/2023

1) All areas under pavement will be required to be directional bored and NOT open cut/patched unless called out in the permit.

2) Permitted work does NOT include approved lane closures along State Highway.

If a lane closures is needed, submit a written request with proposed dates/times/project duration.

3) Permittee is responsible for restoring FDOT right-of-way to original or better condition after construction is complete. Permittee shall be re ... (see special instructions cont. page)

7/25/2023

(850) 981-3000 ext. ______ heidi.taylor@dot.state.fl.us

Heidi Taylor

Heidi Taylor (digital signature) seth.thomason@dot.state.fl.us

MICHAEL SCHMIDT (digital signature)

AT&T Distribution6/20/2023 Cox Communication, INC6/20/2023 Florida Power & Light - Gulf Breeze6/20/2023 Holley Navarre Water System6/20/2023

MCI6/20/2023

MICHAEL SCHMIDT

8509812704

Seth Thomason

MAINTENANCE MANAGER/PERMITS

2023-H-395-00298

There are NO FDOT constructions (proposed or underway).

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

Approved 2023-H-395-00298

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: ______________________________________________

2023-H-395-00298

Approved 2023-H-395-00298 continuation page

PERMIT NO.:

STATE ROAD INFORMATION:

NAME OF OTHER FACILITY OWNERS / DATE NOTIFIED:

FDOT PROJECT INFORMATION:

THE WORK WAS INSPECTED AND FOUND TO BE IN NON-COMPLIANCE AS NOTED BELOW:

Facility Name: Mediacom Southeast LLC, Date Notified: 6/20/2023, Facility Name: Midway Water System, Inc, Date Notified:

6/20/2023, Facility Name: Okaloosa Gas District, Date Notified: 6/20/2023, Facility Name: Quanta Telecommunication Services LLC, Date Notified: 6/20/2023, Facility Name: Uniti Fiber LLC, Date Notified: 6/20/2023

There are NO FDOT constructions (proposed or underway).

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

2023-H-395-00298

Approved 2023-H-395-00298

PERMIT NO.:

The complete special instructions could not fit in the space allotted on Page 2 of the Utility Permit so they are displayed below.

Special FDOT Instructions special instructions continuation page

1)All areas under pavement will be required to be directional bored and NOT open cut/patched unless called out in the permit.

2)Permitted work does NOT include approved lane closures along State Highway. If a lane closures is needed, submit a written request with proposed dates/times/project duration.

3)Permittee is responsible for restoring FDOT right-of-way to original or better condition after construction is complete.

Permittee shall be responsible to clean and grade ditch to the flow line of culverts and/or match adjacent existing conditions.

4)Permittee agrees to utilize State Right-of-Way for ingress/egress only. Permittee understands that State Right-of-Way is not to be used for parking and is to be kept clear of vehicles and obstacles.

5)All lanes must be open within 24 hours after notice, during an evacuation notice of a hurricane or other catastrophic event and shall remain open for the duration of the evacuation or event as directed by the local FDOT Maintenance Engineer or his designee.

6)All vehicles and equipment shall have legible company identification and operating strobe lights while present on State right-of-way.

2023-H-395-00298

Approved 2023-H-395-00298

Approved 2023-H-395-00298 this project, contact:

For information regarding

Prepared for the

Project No. D3620400

PHASE 2

REGIONAL REUSE SYSTEM

PHONE: 850-401-1236

PENSACOLA, FL 32502

SUITE 350

25 WEST CEDAR STREET,

SETH TATMAN

60% DESIGN DOCUMENTS

COUNTY COMMISSONERS

SANTA ROSA COUNTY BOARD OF

Drawings Volume 2 of 2

MAY 2023

PERMIT DRAWINGS

JUNE

Approved 2023-H-395-00298

FILENAME: PLOT DATE: PLOT TIME:2023\07\31 3:13:05 PM

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INDEX OF DRAWINGS

FOLLOW THE FOLLOWING GUIDELINE:

THE DRAWING NUMBERS FOR THIS PROJECT

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VICINITY MAP

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NAVARRE, FLORIDA

(2 DIGITS)

SEQUENTIAL NUMBERING

SHEET TYPE (1 DIGIT)

DISCIPLINE DESIGNATOR

N - # # #

LOCATION MAP

NTS

GENERAL

CIVIL

PROCESS MECHANICAL

ELECTRICAL

INSTRUMENTATION AND CONTROL

RECLAIMED WATER MAIN

STRUCTURAL

D-203

D-202

D-201

G-012

G-011

G-010

G-009

G-008

G-007

G-006

G-005

G-004

G-003

G-002

G-001

INSTRUMENTATION AND CONTROL LEGEND SHEET 2

INSTRUMENTATION AND CONTROL LEGEND SHEET 1

ELECTRICAL LEGEND SHEET 3

ELECTRICAL LEGEND SHEET 2

ELECTRICAL LEGEND SHEET 1

HVAC LEGEND

PROCESS MECHANICAL LEGEND

STRUCTURAL NOTES SHEET 2

STRUCTURAL NOTES SHEET 1

ARCHITECTURAL LEGEND

GENERAL LEGEND AND CIVIL LEGEND AND NOTES

INDEX OF DRAWINGS

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G-001_D3620400.dgn

STANDARD DETAILS

STANDARD DETAILS

STANDARD DETAILS

STANDARD DETAILS

STANDARD DETAILS

GRADING PLAN AND SECTIONS RIB 12

GRADING PLAN AND SECTIONS RIB 11

GRADING PLAN AND SECTIONS RIB 10

GRADING PLAN AND SECTIONS RIB 9

GRADING PLAN AND SECTION RIB 8

RIB SITE DRAINAGE AREAS

RIB SITE AND YARD PIPING PLAN SHEET 2

RIB SITE AND YARD PIPING PLAN SHEET 1

EROSION CONTROL PLAN

EXISTING CONDITIONS AND SEDIMENTATION AND

ACCESS ROAD STA 0+00 TO STA 11+07

PLAN AND PROFILE STA 185+00 TO STA 195+00

PLAN AND PROFILE STA 178+00 TO STA 185+00

PLAN AND PROFILE STA 167+00 TO STA 178+00

PLAN AND PROFILE STA 157+00 TO STA 167+00

PLAN AND PROFILE STA 146+00 TO STA 157+00

PLAN AND PROFILE STA 140+00 TO STA 146+00

PLAN AND PROFILE STA 129+00 TO STA 140+00

PLAN AND PROFILE STA 122+00 TO STA 129+00

PLAN AND PROFILE STA 111+00 TO STA 122+00

PLAN AND PROFILE STA 101+00 TO STA 111+00

PLAN AND PROFILE STA 94+00 TO STA 101+00

PLAN AND PROFILE STA 84+00 TO STA 94+00

PLAN AND PROFILE STA 76+00 TO STA 84+00

PLAN AND PROFILE STA 66+00 TO STA 76+00

PLAN AND PROFILE STA 0+00 TO STA 70+00

RECLAIMED WATER MAIN KEY MAP

YARD PIPING AND DEMO PLAN

YARD PIPING AND DEMO PLAN

C-505

C-504

C-503

C-502

C-501

C-314

C-313

C-312

C-311

C-310

C-304

C-303

C-302

C-300

C-222

C-215

C-214

C-213

C-212

C-211

C-210

C-209

C-208

C-207

C-206

C-205

C-204

C-203

C-202

C-201

C-200

05-Y-202

05-Y-201

STANDARD DETAILS

STANDARD DETAILS

STANDARD DETAILS

STANDARD DETAILS

STANDARD DETAILS

STANDARD DETAILS

TERTIARY FILTERS SECTIONS

TERTIARY FILTERS PLAN VIEW

PUMP STATION SECTIONS

PUMP STATION PLAN VIEW

S-506

S-505

S-504

S-503

S-502

S-501

20-S-301

20-S-201

10-S-301

10-S-201

TERTIARY FILTRATION SECTIONS

TERTIARY FILTRATION PLAN

MANHOLES PLAN AND SECTION

PUMP STATION SECTIONS

PUMP STATION OVERALL PLAN

STANDARD DETAILS

MODIFIED ONE LINE DIAGRAM

ELECTRICAL AND GENERATOR BUILDING POWER PLAN

TERTIARY FILTERS POWER PLAN

PUMP STATION GROUDING PLAN

PUMP STATION POWER PLAN

ELECTRICAL SITE PLAN

DEMO SITE PLAN

N-001 P&ID REUSE PUMP STATION AND DIESEL ENGINE

95-E-501

80-E-201

50-E-201

20-E-201

10-E-202

10-E-201

05-E-201

05-E-101

US HWY 98 CROSSING

FDOT PERMIT TRENCHLESS INSTALLATION AND GENERAL NOTES

PLAN AND PROFILE STA 72+00 TO STA 78+00

STANDARD DETAILS

G-003 C-202 C-501

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Approved 2023-H-395-00298

FILENAME: PLOT DATE: PLOT TIME:6/13/2023 2:16:15 PM

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1234-567

100-A-10010A1

100-S-3001

200-M-10B10A

SCALE

DRAWING TITLE

B

B

450-S-1002

B

450-S-1002

N

SECTION / DETAIL DESIGNATIONS

OR DETAIL IS TAKEN:

ON DRAWING WHERE SECTION

DESIGNATION

DETAIL (NUMERAL)

SECTION (LETTER) OR

ON SAME SHEET)

IF TAKEN AND SHOWN

(REPLACED WITH A LINE

DRAWING NUMBER

IS SHOWN:

ON DRAWING WHERE SECTION

DRAWING NUMBER(S)

WHERE TAKEN

IS SHOWN:

ON DRAWING WHERE DETAIL

WHERE TAKEN

DRAWING NUMBER(S)

REFERENCE (eg: ELEVATIONS)

TITLE IS REQUIRED WITH NO

ON DRAWING WHERE ONLY A

EXTENDS TO A FIXED LIMIT

IS ON THE SAME SHEET AND CUT

SECTION CALLOUT WHERE SECTION

EXTENDS THROUGHOUT ENTIRE SHEET

IS ON ANOTHER SHEET AND CUT

SECTION CALLOUT WHERE SECTION

WITH PROJECT NORTH

TO INCLUDE MAGNETIC NORTH ALONG

NORTH ARROW; CAN BE MODIFIED

KEYNOTE NUMBER

(NUMERAL)

DESIGNATION

DESIGN DETAIL

DETAIL DRAWING(S)

SHOWN ON DESIGN

DETAIL DESIGNATION IS NOT SHOWN

ALL DESIGN DETAILS ARE TYPICAL AND MUST BE USED IF DESIGN

AND REFERS TO THE DESIGN DETAILS FOUND IN THIS SET OF CONTRACT DOCUMENTS.

THE TERM STANDARD DETAIL, OR A FORM OF IT, IS SYNOMONOUS WITH DESIGN DETAIL

SPECIFICALLY REFERENCED OR NOT.

ACCORDANCE WITH THE DESIGN DETAILS SHOWN WHETHER THE DETAILS ARE

REQUIRED THROUGHOUT THE PROJECT. ALL ASSOCIATED WORK SHALL BE IN

THE DESIGN DETAILS REPRESENT THE CHARACTER AND NATURE OF THE WORK 3.

2.

1.

NOTES:

DESIGN DETAIL DESIGNATION

REVISION / ADDENDA NUMBER

GRID LINE INDICATOR

WHERE SHOWN

DRAWING NUMBER

GENERAL NOTE:

1.

CIVIL LEGEND

SPOT ELEVATION

CONTOUR LINE

DRAINAGEWAY OR DITCH

158.5

EMBANKMENT AND SLOPE3:1

SIGNOR

MANHOLE

POST OR GUARD POST

UTILITY POLE

CENTER LINE, BUILDING, ROAD, ETC.

LOCATION POINT - COORDINATES

STRUCTURE, BUILDING OR FACILITYN 1000.00

E 1000.00

LIGHT POLE

GUY ANCHOR

TREE

BRUSH/TREE LINE

STRUCTURE, BUILDING OR FACILITYOR

ASPHALT CONCRETE PAVEMENT

DEMOLITION

GUARD RAIL

OR

CHAIN LINK FENCE

CATCH BASIN OR INLET

TRENCH DRAIN

PROPERTY LINE

STAGING OR WORK AREA LIMITS

BORING LOCATION AND NUMBER

TEST PIT LOCATION AND NUMBER

PIEZOMETER LOCATION AND NUMBER

CURB

CURB AND GUTTER

SINGLE SWING GATE

DOUBLE SWING GATE

SLIDING GATE

B-1

TP-2

P-3T

SHOWN MAY BE USED ON THIS PROJECT.

THEREFORE, NOT ALL OF THE INFORMATION

THIS IS A STANDARD LEGEND SHEET.

SURVEY NOTES

CIVIL NOTES

EROSION AND SEDIMENT CONTROL NOTES

CONCRETE PAVEMENT/SIDEWALK

STABILIZATION OR RIPRAP

GRAVEL SURFACING OR LIMEROCK

SEDIMENT FENCE

BENCHMARK

SURVEY CONTROL POINT OR

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ARROWS ARE DIRECTION OF FLOW

WETLAND BOUNDARIES

ROADWAY CROSS DRAIN

CONTRACTOR'S EXPENSE.

PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER, AND AT THE

MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES WHICH ARE DISTURBED OR DESTROYED.

AND SITE FEATURES ARE SHOWN HEAVY-LINED.

EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED. NEW FINISH GRADE, STRUCTURES, ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION.

EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND

POINTS TO ESTABLISH VERTICAL AND HORIZONTAL CONTROL. NOTIFY ENGINEER IMMEDIATELY IF DISCREPANCIES ARE ENCOUNTERED.

THE DRAWINGS INCLUDE A TABLE OF CONTROL POINTS AND BENCHMARKS. ON C-110 CONTRACTOR SHALL USE AT LEAST THREE OF THE

OF 1983 (1990 ADJUSTMENT).

THE PROJECT HORIZONTAL DATUM IS REFERENCED TO THE FLORIDA NORTH STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM

THE PROJECT VERTICAL DATUM IS BASED ON THE NORTH AMERICAN DATUM OF 1988.

MAPPING (850-916-7382).

THE TOPOGRAPHIC SURVEY, DATED 03/16/2023; SERVING AS THE BASE MAP FOR THE PROJECT WAS PREPARED BY RUBEN SURVEYING &

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ACCORDANCE WITH LOCAL AND STATE REGULATIONS.

NO DEBRIS OR CONSTRUCTION MATERIALS WILL BE BURIED OR DISPOSED OF ONSITE. ALL SUCH MATERIAL SHALL BE DISPOSED OF IN

CABLES, ETC. AS A RESULT OF THE CONSTRUCTION ACTIVITIES.

THE CONTRACTOR SHALL REPAIR AND RESTORE EXISTING PAVEMENT, SIDEWALKS, CURBS, DRIVEWAYS, PIPES, IRRIGATION LINES, CONDUIT, SIMILAR STRUCTURES WITHIN PAVED AREAS TO MATCH FLUSH WITH FINISHED GRADE.

CONTRACTOR TO ADJUST ALL EXISTING UTILITY CASTINGS INCLUDING VALVE BOXES, MANHOLES, HAND HOLES, PULL BOXES, INLETS AND

CONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE EXISTING RIGHTS-OF-WAY OR TEMPORARY CONSTRUCTION EASEMENTS.

ALL PIPES SHALL HAVE A CONSTANT SLOPE BETWEEN INVERT ELEVATIONS UNLESS A FITTING IS SHOWN.

UNLESS OTHERWISE SHOWN ALL PIPING SHALL HAVE A MINIMUM OF 3 FEET COVER.

LOCATION PRIOR TO EXCAVATION. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION.

EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS AND FROM FIELD SURVEY. CONTRACTOR SHALL FIELD VERIFY DEPTH AND

SHOWN.

ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS AS

ARE TO THE OUTERWALL OR EDGE OF PAD. COORDINATES FOR STORMWATER INLETS AND MANHOLES ARE TO THE CENTER OF STRUCTURE.

COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY IMPROVEMENTS ARE TO THE EDGE OF PAVEMENT. COORDINATES FOR STRUCTURES

FOR OBTAINING ADDITIONAL WORK AREAS AS NECESSARY TO COMPLETE CONSTRUCTION.

THE TEMPORARY ENTRANCE ROAD AND CONTRACTOR STAGING AREA AFTER CONSTRUCTION IS COMPLETE. CONTRACTOR IS RESPONSIBLE

PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES. CONTRACTOR SHALL RESTORE AND SEED AND MULCH

WORK AREAS SHOWN SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND ON-SITE STORAGE OF MATERIALS.

EXISTING LEGEND.

SURVING & MAPPING FOR

PREPARED BYRUBEN

TOPOGRAPHIC SURVEY

ARESHOWN SCREENED. SEE

OTHER AS-BUILT SITE FEATURES

EXISTING TOPOGRAPHY AND

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TREAT THE SEDIMENT.

FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE

REACHED ONE-HALF THE HEIGHT OF THE FENCE.

AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS

SILT FENCE SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, CONTRACTOR SHALL INSPECT EROSION AND SEDIMENT CONTROL MEASURES EACH DAY TO ENSURE THAT THEY ARE WORKING PROPERLY.

REPLACED IF FOUND TO BE DEFECTIVE.

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AFTER EACH RAIN EVENT, AND SHALL BE IMMEDIATELY REPAIRED OR

ACHIEVED.

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES UNTIL PERMANENT STABILIZATION OF THE SITE IS

FEDERAL REGULATIONS.

ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. ALL SPILLS WILL BE REPORTED AS REQUIRED BY LOCAL, STATE AND

SAWDUST AND PROPERLY LABELED PLASTIC AND METAL WASTE CONTAINERS.

MATERIALS AND EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO BROOMS, DUSTPANS, MAPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, TO SITE PERSONNEL. MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREAS. TYPICAL

LOCAL, STATE AND MANUFACTURER'S METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND PROCEDURES WILL BE MADE AVAILABLE

STRUCTURAL PRACTICES SHOULD BE PLACED ON UPLAND SOILS TO THE DEGREE ATTAINABLE.

INCLUDE SILT FENCES, EARTH DIKES, DRAINAGE SWALES, SEDIMENT TRAPS, CHECK DAMS, AND STORM DRAIN INLET PROTECTION.

RUNOFF AND THE DISCHARGE OF POLLUTANTS FROM EXPOSED AREAS OF THE SITE TO THE DEGREE ATTAINABLE. SUCH PRACTICES MAY

STRUCTURAL PRACTICES SHALL BE IMPLEMENTED TO DIVERT FLOWS FROM EXPOSED SOILS AND STORM DRAINS OR OTHERWISE LIMIT

THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.

TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF

STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE

TREES, AND OTHER APPROPRIATE MEASURES.

STABILIZATION MEASURES MAY INCLUDE: TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, SOD STABILIZATION, PROTECTION OF

SITE WORK SHALL ENSURE THAT EXISTING VEGETATION IS PRESERVED AND THAT DISTURBED PORTIONS OF THE SITE ARE STABILIZED.

SHALL INFORM THE OWNER AND ENGINEER AND IMPLEMENT ADDITIONAL CONTROL MEASURES AS REQUIRED.

IF ADDITIONAL EROSION CONTROL MEASURES ARE REQUIRED TO PREVENT OFFSITE MIGRATION OF STORMWATER RUNOFF, THE CONTRACTOR

STORMWATER, EROSION, AND SEDIMENT CONTROL INSPECTOR'S MANUAL.

CONTRACTOR SHALL IMPLEMENT, INSPECT, AND DOCUMENT EROSION CONTROL MEASURES IN ACCORDANCE WITH THE FLORIDA

62-621.300[4][B]), AND PROCESSING FEE.

PERMIT DOCUMENTATION INCLUDING A SITE SPECIFIC STORMWATER POLLUTION PREVENT PLAN, NOTICE OF INTENT (FDEP FORM

CONSTRUCTION ACTIVITIES (FDEP DOCUMENT 62-621.300[4][A]). THE CONTRACTOR SHALL PREPARE AND SUBMIT THE SUPPORTING GENERIC

CONTRACTOR SHALL PREPARE AND OBTAIN APPROVAL FOR A GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL

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Approved 2023-H-395-00298

FILENAME: PLOT DATE: PLOT TIME:6/13/2023 2:16:14 PM

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VERIFY SCALE

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1"0 c

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A of pw://ProjectWiseAMER.jacobs.com:jacobs-americas-01/Documents/Santa&space;Rosa&space;County&space;FL/D3620400&space;-&space;Regional&space;Reuse&space;Phase&space;II-LS/4&space;Delivery/43&space;Sheets/CI/FDOT&space;Permit/G-003_D3620400$PWURL

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JACOBS 2022. ALL RIGHTS RESERVED.

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NOTES FOR INSTALLATION OF MAIN WITHIN FDOT ROW USING THE HDD METHOD

REAMER SHALL MEET REQUIREMENTS OF 2017 UAM 3.16.9.1.

COMPLETED.

WHEN BORING UNDER A ROADWAY PAVEMENT, INSTALL THE PRODUCT INTO A BORE HOLE WITHIN THE SAME DAY THAT THE PRE BORE IS

KEEP DRILLING PIPE IN THE BORE HOLE UNTIL THE FINAL PRODUCT IS PULLED BACK INTO PLACE.

PREVENT HEAVING DURING PULL BACK.

UTILIZE RELIEF HOLES AS NECESSARY TO RELIEVE EXCESS PRESSURE DOWN HOLE.

DETERMINE ORIENTATION AND TRACKING OF THE DRILL BIT.

FAILED.

PHYSICALLY EXPOSED BEGINNING AND END POINTS OF THE BORE AND OTHER EXPOSED POINTS ALONG THE PATH AND INDICATE IF THE BORE

E) A PLAN VIEW OF THE BORE PATH SHOWING DEPTHS AND OFFSET DIMENSIONS TO AN ACCURACY OF WITHIN ONE (1) INCH OF THE

MATERIALS USED TO FILL THE ANNULAR VOID BETWEEN THE BORE AND THE UTILITY DIAMETER, OR UTILITIES PLACED OUT OF SERVICE.

D) THE DETECTION METHOD USED, BORE DIAMETER, UTILITY DIAMETER, DRILLING FLUID COMPOSITION, COMPOSITION OF ANY OTHER

C) A TIE TO A PERMANENT STRUCTURE OR A STATION WHEN WITHIN AN FDOT CONSTRUCTION PROJECT.

B) NAME OF PERSON COLLECTING DATA, INCLUDING TITLE, POSITION AND COMPANY NAME.

IDENTIFICATION (FPID) NUMBER.

CONSTRUCTION PROJECT INCLUDE THE FINANCIAL PROJECT A) UTILITY PERMIT NUMBER. IF THE UTILITY WORK WAS DONE DURING AN FDOT

SHALL INCLUDE ALL OF THE FOLLOWING:

SUBMIT A BORE LOG TO FDOT WITHIN SEVEN (7) DAYS OF THE COMPLETION OF EACH SUCCESSFUL OR FAILED BORE PATH. THE BORE LOG

DIRECTIONAL DRILLING UNDER ROADWAY PAVEMENT MAINTAIN THE DEPTHS IN UAM SECTION 3.16.9.1.

MAINTAIN THE DEPTH OF THE UTILITY EQUAL TO OR GREATER THAN THOSE IN UAM SECTION 3.16.4, ADDITIONALLY WHEN USING HORIZONTAL

BORINGS.

PLAN SHOWING HOW DAMAGE TO THE ROADWAY OR A FAILED OPERATION WILL BE REMEDIED BEFORE PROCEEDING WITH ANY FURTHER

NOTIFY FDOT IMMEDIATELY OF ANY FAILED BORE OR HUMPING/SAGGING OF THE ROADWAY. SUBMIT, FOR APPROVAL BY FDOT, A REMEDIATION

CLEAN THE WORK SITE OF ALL EXCESS SLURRY OR SPOILS WITHIN FORTY-EIGHT (48) HOURS OF COMPLETING INSTALLATION OF THE UTILITY.

DURING DRILLING OPERATIONS.

CONTAIN DRILLING FLUIDS IN SLURRY PITS, ENTRY OR EXIT POINTS UNTIL THEY ARE RECYCLED OR REMOVED FROM THE SITE OR VACUUMED

GROUNDWATER AND EARTH PRESSURES.

CONTROL THE PUMPING RATE, PRESSURES, VISCOSITY AND DENSITY TO PROVIDE REMOVAL OF SOIL CUTTINGS AND TO BALANCE

OBSERVATION HOLES WHEN USED.

PRIOR TO STARTING DRILLING OPERATIONS, IDENTIFY ANY AREAS OF EXCAVATION SUCH AS ENTRY POINTS, SLURRY PITS, RELIEF AND/OR

APPROVAL BY FDOT.

PRIOR TO UTILIZING WATER AND BEFORE CHANGING WATER SOURCES IDENTIFY THE SOURCE OF WATER FOR MIXING DRILLING FLUIDS FOR

BORE PATH.

DRILLING FLUIDS ARE ENVIRONMENTALLY SAFE AND NOT HARMFUL OR CORROSIVE TO ANY OF THE UNDERGROUND FACILITIES ALONG THE

PRIOR TO STARTING DRILLING OPERATIONS, IDENTIFY TO FDOT ALL DRILLING FLUIDS TO BE USED AND PROVIDE A CERTIFICATION THAT THESE

CONTRACTOR SHALL BE REQUIRED TO DO ALL OF THE FOLLOWING:

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GENERAL NOTES FOR INSTALLATION OF MAIN WITHIN FDOT ROW

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BACKFILL ABOVE THE PIPE ZONE ALONG WITH SURFACE RESTORATION SHALL MEET THE REQUIREMENTS OF THE FDOT DESIGN MANUAL.

CONTRACTOR SHALL NOTIFY SUNSHINE 811 PRIOR TO ANY EXCAVATION.

AND RESTORATION SHALL BE PERFORMED IN ACCORDANCE WITH THE FDOT DESIGN MANUAL.

CONTRACTOR SHALL RESTORE RIGHT OF WAY WITHIN 72-HOURS IN AN ONGOING BASIS AFTER INSTALLATION OF PIPE SEGMENTS. BACKFILL

INSTALLATION.

ALL PROPOSED UTILITY IMPROVEMENTS TO BE INSTALLED VIA OPEN CUT SHALL BE ELECTRONICALLY DETECTABLE UPON COMPLETED

CONTRACTOR SHALL NOT EXCAVATE CLOSER THAN 8 FEET FROM THE EXISTING US HWY 98 EDGE OF PAVEMENT.

PROVIDED CONTINUOUS ACCESS TO THEIR PROPERTY AT ALL TIMES.

BE NOTIFIED IN ADVANCE USING DOOR-HANGER TYPE NOTICES OR ON-SITE SIGNS AS APPROPRIATE AND APPROVED. OWNERS SHALL BE

CONTRACTOR SHALL CONTACT ANY PROPERTY OWNERS AT LEAST 7 DAYS PRIOR TO OPEN CUTTING A DRIVEWAY. PROPERTY OWNERS SHALL

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Approved 2023-H-395-00298

75+10 75+50 76+00 76+5076+70

20" STL CASING W/

12" C-900 CARRIER

R/W R/W R/W

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R/WR/W

R/W R/W R/W

R/W

JE-B1075+00 76+00 77+00

PRESCOTT RICHARD HANSEL

0.4' 9.0'

5.6' 7.9' 10.6' 12.3'

16.5' 6.4'

6.4' 6.1' 11.1'

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FILENAME: PLOT DATE: PLOT TIME:$PLOTDATE $PLOTTIME

JACOBS 2022. ALL RIGHTS RESERVED.

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$PWPATH$PWURL

MAY 2023

D3620400

XX 60

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C-202

ZFDOT05-C-202_D3620400.dwg

0 40' 80' 120'

1"=40'

PLAN

1" = 40'-0"

N

INSTALLED BY TRENCHLESS METHOD

12" RCW

S R

1. COORDINATE WITH ALL PROPERTY OWNERS TO MAINTAIN

ACCESS TO THEIR PROPERTY AS NEEDED. TEMPORARY

CLOSURE OF ROADWAY MAY BE REQUIRED TO INSTALL 12"

RCW. IF ACCESS CANNOT BE MAINTAINED, PROVIDE

ALTERNATE ACCOMMODATIONS UNTIL ACCESS CAN BE

RESTORED. SEE 01_31_13 FOR PROJECT COORDINATION.

2. RESURFACE FULL LENGTH OF BLUE TIP DRIVE UP TO STATE

RIGHT-OF-WAY WITHIN TWO WEEKS OF COMPLETED

INSTALLATION OF 12" RCW.

3. WORK AREA LIMITED TO ROW FOR BLUE TIP DRIVE.

CONTRACTOR IS REQUIRED TO ACQUIRE AND COORDINATE

ADDITIONAL WORK AREA IF NEEDED. CONTRACTOR SHALL

NOT IMPEDE THE FLOW OF TRAFFIC ALONG US HWY 98.

4. PROPOSED WORK SHAFT. CONTRACTOR TO DETERMINE THE

ACTUAL SIZE AND SHAPE AS REASONABLY NEEDED FOR

CONSTRUCTION.

5. 20" STEEL CASING. INSTALL USING HORIZONTAL AUGER

BORING.

6. EXTEND STEEL CASING A MINIMUM OF 2-FT INTO THE WORK

SHAFT.

7. CONTRACTOR IS RESPONSIBLE FOR REPAIR AND

RESURFACING OF ROADWAY IN THE EVENT OF DAMAGE TO

PAVEMENT OR SUB BASE.

8. ALL WORK TO BE COMPLETED OUTSIDE OF FDOT ROW.

GENERAL NOTES

GAS

STA 75+22.7

2.5' DEPTH

UTILITY LINE

STA 75+09.5

3.0' DEPTH

CABLE LINE

STA 75+15.8

2.5' DEPTH

CABLE LINE

STA 75+18.2

2.5' DEPTH

CABLE LINE

STA 76+53.3

5.0' DEPTH

UTILITY LINE

STA 76+63.5

13.0' DEPTH

FDOT ROW

12" RCW

20" STL CASING

FOR 12" RCW

FDOT ROW

STL CASING

STA 75+12

4.8' DEPTH

STL CASING

STA 76+74

6.8' DEPTH

STL CASING AT CL

STA 75+75

5.8' DEPTH

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8. ALL OPEN CUT WORK THE BE COMPLETED OUTSIDE OF FDOT

ROW

Approved 2023-H-395-00298

FILENAME: PLOT DATE: PLOT TIME:6/13/2023 2:16:17 PM

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A of pw://ProjectWiseAMER.jacobs.com:jacobs-americas-01/Documents/Santa&space;Rosa&space;County&space;FL/D3620400&space;-&space;Regional&space;Reuse&space;Phase&space;II-LS/4&space;Delivery/43&space;Sheets/CI/FDOT&space;Permit/05-C-501_D3620400$PWURL

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JACOBS 2022. ALL RIGHTS RESERVED.

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05-C-501_D3620400.dgn

NTS

ASPHALT PAVEMENT SECTION

MINIMUM LBR 40

AS DETERMINED BY FM T-180, METHOD D,

12" TYPE B STATBILIZATION, 98% MAX DENSITY

8" LIMEROCK OR 9" GAB

3" SP 12.5

1-1/4" FC 9.5

NTS

TYPICAL TRENCH

MIN WIDTH

PIPE ZONE

PIPE OD+1'-6"

PIPE ZONE

ABOVE

BACKFILL

TRENCH

SEE PLANS

RESTORATION,

OR SURFACE

NEW SURFACING,

12" MIN

DIAMETER

PIPE OUTSIDE

WHERE REQD

STABILIZATION

TRENCH

SPECIFIED

TAPE AS

MARKING

COVER (SEEDING)

DEPTH OF

NOTES:

REQUIREMENTS WILL VARY BASED UPON THE LOCATION.

SHALL MEET THERE REQUIREMENTS OF FDOT.

TRENCH BACKFILL ABOVE THE PIPE ZONE 1.

BASE COURSE

AC PAVEMENT

LEVELING COURSE

ASPHALT SURFACING

1'-0" MIN

SEE NOTE 1

d /3 d d /3

EXISTING CONCRETE

PCC CONCRETE SURFACING

1'-0" MIN

NOTES:

SURFACE RESTORATION

NTS

ABOVE PIPE ZONE

TRENCH BACKFILL

EDGE, TYP

JACKHAMMERED

COURSE

COMPACTED BASE

ABOVE PIPE ZONE

TRENCH BACKFILL

PRIOR TO PAVING

SAW CUT JUST

SAWCUT, TYP

TRENCHING

CUT PRIOR TO

AC PAVEMENT SECTION

CONCRETE

EXISTING ASPHALT

IF SPECIFIED

PRIME COAT,

COAT, IF SPECIFIED

SEAL AND COVER

SEE NOTE 2

PCC CONCRETE,

SECTION

CONC PAVEMENT

RESTORATION REQUIREMENTS

SEE SPECIFICATION FOR ASPHALT, CONCRETE, AND GRAVEL SURFACING

FOR GRAVEL SEE 3215-260.

TYPES AND LOCATIONS.

CONSTRUCT JOINTS ACROSS NEW CONCRETE TO MATCH EXISTING JOINT

OR EDGE OF CONCRETE, REPLACE ENTIRE CONCRETE TO THE JOINT OR EDGE.

IF LOCATION OF TRENCH SAW CUT IS WITHIN 2 FEET OF AN EXISTING JOINT

4.

3.

2.

1. AREA DRAIN

CURB INLET

NTS

NOTE:

EQUIVALANT FORM OF INLET PROTECTION.

CONTRACTOR MAY ELECT TO USE AN

BIOFILTER INLET BARRIER

PHASING OF DEVELOPMENT

WITH UTILITY WORK AND WITH

MAY BE USED SHORT TERM

SECTION

PLAN

RECOMMENDATIONS

PER MANUFACTURER

6' MAX SPACING,

SPECIFIED

CASING, AS

SPECIFIED

PIPELINE, AS

TYP

STEEL BAND,

STAINLESS

AS SPECIFIED, TYP

CASING SPACER

LENGTH OF CASING

AS INDICATED ON PLANS

TYP

AS SPECIFIED,

END SEAL

LINER

SPACER SHELL AND

INSULATED CASING

SPECIFIED

CASING, AS

TYP

RUNNER,

BUTT WELDED JOINTS

STEEL CASING WITH

AS SPECIFIED

CASING BACKFILL,

NOTES:

PIPE IS AT THE ELEVATIONS SHOWN ON THE PLAN AND PROFILE.

TO THE CASING SPACER RISER AND RUNNER DIMENSIONS SO THAT THE CARRIER

THE PLAN AND PROFILE. INSTALL THE CASING AT THE ELEVATIONS CORRESPONDING

ALLOW INSTALLATION OF THE CARRIER PIPE AT THE ELEVATIONS SHOWN ON

MINIMUM CLEARANCE BETWEEN THE CONDUIT AND THE CASING, AND TO

PROVIDE 2" MINIMUM CLEARANCE BETWEEN THE PIPE AND THE CASING, 2"

RECOMMENDED BY THE CASING SPACER MANUFACTURER, AS REQUIRED TO

1. THE DIMENSIONS OF CASING SPACER RISERS AND RUNNERS SHALL BE AS

CASED UNDERCROSSING

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Approved 2023-H-395-00298

/2

/2

:3

:5

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REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

111102-600

GENERAL INFORMATION FOR TRAFFIC

CONTROL THROUGH WORK ZONES11/01/20

GENERAL NOTES:

SHEET TABLE OF CONTENTS

L =

WS²

Road Type

1,500

45 360

42550

55 495

57060

65 645

70 730

BUFFER LENGTH "B"

TAPER LENGTH "L"

40 305

30 200

25 155

35 250 õ 40

L = WSö 45

Min. Spacing (feet)

Length (feet)

Min.

Length (feet)

Min.

Speed (mph)

Work Zone

Speed (mph)

Work Zone but not less than 155 feet.

the greatest length possible, geometric constraints, use cannot be attained due to

Note: When Buffer Length "B"

Work Zone Speed õ 40 mph

Arterials and Collectors with

Work Zone Speed ö 45 mph

Arterials and Collectors with

Limited Access Roadways * with the MUTCD and as approved by the Engineer.

mph, the minimum spacing may be reduced in accordance

* For Limited access roadways with work zone speed õ 55

Taper Tangent Taper Tangent

25 50

25 50

50 100

CHANNELIZING DEVICE SPACING

Vertical Panels, or Drums

Type II Barricades, Type I Barricades, ö 50 õ 45

(mph)

Speed

Zone

Work Max. Spacing (feet)

TABLE 2TABLE 1

TABLE 3 TABLE 4

Tubular Markers

Temporary

Cones or

3. Except for emergencies, any road closure on State Highway System must comply with Section 335.15, F.S.

Department criteria for any changes and document the reason for the change.

signals, signs, pavement markings, and channelizing devices. Comply with MUTCD or applicable approved by the Engineer. Devices include, but are not limited to, flaggers, portable temporary

Adjust device location or number thereof as recommended by the Worksite Traffic Supervisor and through 102-680 are Department-specific typical applications of commonly encountered situations.

2. Use this Index in accordance with the Plans and Indexes 102-601 through 102-680. Indexes 102-601 provided in the MUTCD.

(City/County) having jurisdiction may adopt requirements based on the minimum requirements

State Highways. For highways, roads and streets off the State Highway System, the local agency

State Highway System. Certain requirements in this Index are based on the high volume nature of construction and maintenance operations and utility work on highways, roads and streets on the preparation of traffic control plans and for the execution of traffic control in work zones, for

1. This Index contains information specific to the Federal and State guidelines and standards for the

WORK ZONE SIGN SPACING "X"

Temporary Barrier Notes

Channelizing Devices Notes

Speed Reduction Signing

General Notes, TTC Tables

MarkingsPavement

Channelizing Devices Consistency

Channelizing Devices

Closures Lane

VehiclesOverweight/Oversize

Of

Zones Work

Length

Superelevation

Lane

ControlFlagger

WorkSurvey4

High-Visibility

Widths

Apparel Safety

For

Devices Control

WorkOverhead

Traffic

Temporary

Definitions

Railroads

Clear

Widths Zone

Hazard

DistanceSight

GroundAbove

Boards Arrow

Drop-Offs8

Warning

Attenuators Mounted

Advanced

Signals

In

AsphaltTemporary

Separator

Entrance

Zones Work

Business

Truck

Supports Sign

Commonly6

Zone

Signs

Zones

Work5

Used Zones Work

Manholes/Crosswalks/Joints

In and Warning Signs Regulatory

S = speed in mph in feet

Where: W = width of offset

Approved 2023-H-395-00298

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REVISION

LAST

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FY 2023-24 SHEETINDEX

112102-600

GENERAL INFORMATION FOR TRAFFIC

CONTROL THROUGH WORK ZONES11/01/20

DEFINITIONS:

Regulatory Speed (In Work Zones) other similar features.

crash cushion requirements, marker spacings, superelevation and rates, flare rates, lengths of need, clear zone widths, taper lengths, as the minimum design speed to determine runout lengths, departure must be shown or noted in the plans. This speed should be used indicated by the regulatory speed limit signs. The work zone speed

The maximum permitted travel speed posted for the work zone is

Advisory Speed

The maximum recommended travel speed through a curve or a hazardous area.

Travel Way from through traffic.

to separate speed change, turning, passing and climbing maneuvers

b. Auxiliary Lane: The designated widths of roadway pavement marked traffic occupying other traffic lanes.

carry through traffic and to separate it from opposing traffic or

a. Travel Lane: The designated widths of roadway pavement marked to for use as a lane for the movement of vehicular traffic.

of shoulders and any other permanent or temporary surface intended control through work zones, travel way may include the temporary use

The portion of the roadway for the movement of vehicles. For traffic

Detour, Lane Shift, and Diversion permanent roadway and within the limits of the right of way.

redirection of traffic onto a temporary roadway, usually adjacent to the onto a different section of the permanent pavement. A diversion is the temporary traffic control zone. A lane shift is the redirection of traffic

A detour is the redirection of traffic onto another roadway to bypass the

Aboveground Hazard firm and unyielding or doesn't meet breakaway requirements.

safety criteria, i.e., anything that is greater than 4" in height and is located within the clear zone which does not meet the Department's traffic control devices that encroaches upon the travel way or that is

An aboveground hazard is any object, material or equipment other than

TEMPORARY TRAFFIC CONTROL DEVICES:

shielded by a barrier or crash cushion when not in use.

in use and shall be moved outside the travel way and clear zone or be shall be delineated with a channelizing device placed at each corner when

Trailer, Portable Regulatory Signs, and any other trailer mounted device

3. Arrow Boards, Portable Changeable Message Signs, Radar Speed Display work when work is suspended.

on the shoulder, sidewalk, or other roadway facility not affected by the shall be removed or covered. Do not store temporary traffic control devices of time, temporary traffic control devices that are no longer appropriate when they are no longer needed. When work is suspended for short periods

2. All temporary traffic control devices shall be removed as soon as practical marked on the device in a readily visible location.

Products List (APL). Ensure the appropriate APL number is permanently

1. All temporary traffic control devices shall be ON the Department's Approved

Work is only allowed over a traffic lane when one of the following options is used:

OPTION 1 (OVERHEAD WORK USING A MODIFIED LANE CLOSURE)

flagmen and/or a traffic control officer.

g. Volume or complexity of the roadway may dictate additional devices, signs, the lane using a minimum 100 foot taper.

f. Traffic control devices are placed in advance of the vehicle/equipment closing

e. Aerial lift equipment is placed directly below the work area to close the lane.

flashing, oscillating, or strobe lights operating.

d. Aerial lift equipment in the work area has high-intensity, rotating,

c. Speed limit is 45 mph or less.

b. Work operations are 60 minutes or less.

limited to signals, signs, lighting and utilities.

a. Work operation is located in a signalized intersection and conditions are met:

Overhead work using a modified lane closure is allowed if all of the following

OPTION 2 (OVERHEAD WORK ABOVE AN OPEN TRAFFIC LANE)

OPTION 3 (OVERHEAD WORK ADJACENT TO AN OPEN TRAFFIC LANE)

OVERHEAD WORK: OVERHEAD WORK: (Cont.)

ENCROACHMENT BELOW THE OVERHEAD WORK AREA)

OPTION 4 (OVERHEAD WORK MAINTAINING TRAFFIC WITH NO

e. Structure demolition.

d. Railing construction located at edge of deck.

c. Concrete placement.

b. Form and falsework placement and removal.

a. Beam, girder, segment, and bent/pier cap placement.

to, but not limited to, the following construction activities:

appropriate index drawing or detailed in the plans. This option applies area directly below the overhead work operations in accordance with the

Traffic shall be detoured, shifted, diverted or paced as to not encroach in the

(CONDUCTOR/CABLE PULLING ABOVE AN OPEN TRAFFIC LANE)OPTION 5

during the pulling operation.

by a traffic control officer and police vehicle with blue lights flashing messages, "Overhead Work Ahead" and "Be Prepared to Stop" followed

Changeable Message Sign upstream of the work area with alternating

b. During pulling operations, advance warning consisting of no less than a rope across the roadway.

a. The temporary traffic control set up for the initial pulling of the pull required. The temporary traffic control plan shall include:

On Limited Access facilities, a site specific temporary traffic control plan is conductors/cables at no time fall below the minimum vertical clearance.

the travel way. The utility shall take precautions to ensure that pull ropes and activities, materials or equipment within the minimal vertical clearance above over open lane(s) of traffic with no encroachment by any part of the work

Continuous pulling operations of secured cable and/or conductors are allowed temporary traffic control plan.

tension shall be done in accordance with the appropriate Index or

Overhead cable and/or de-energized conductor installations initial pull to proper

RAILROADS:

lane closure or taper locations, signal timing, etc.

as a minimum: traffic volumes, distance from the tracks to the intersections, traffic controls to reduce queuing on the tracks. The evaluation should include

Railroad crossings affected by a construction project should be evaluated for

SIGHT DISTANCE:

ABOVEGROUND HAZARD:

restrict intersection sight distance.

the intersection safely. Construction equipment and materials shall not distances for the road user to perceive potential conflicts and to traverse

2. Intersections: Traffic control devices at intersections must provide sight tapers should not be hidden behind curves.

should begin well in advance of the view obstruction. The beginning of distance is a problem (e.g., a sharp vertical or horizontal curve), the taper

1. Tapers: Transition tapers should be obvious to drivers. If restricted sight should be based on the regulatory speed posted during construction.

2. For aboveground hazards within a work zone the clear zone required crash cushion.

outside the travel way and clear zone or be shielded by a barrier or equipment that constitute an aboveground hazard must be stored/placed control procedures. During nonworking hours, all objects, materials and during working hours and treated with appropriate work zone traffic

1. Aboveground hazards (see definitions) are to be considered work areas clearance. The greater clearance required prevails as the rule.

h. Other Governmental Agencies, Rail facilities, or Codes may require a greater objects from falling into open lanes of traffic.

g. Adequate precautions are taken to prevent parts, tools, equipment and other flagmen and/or a traffic control officer.

f. Volume or complexity of the roadway may dictate additional devices, signs, oscillating, or strobe lights operating.

e. Aerial lift equipment in the work area has high-intensity, rotating, flashing, area bounded by 2 feet outside the edge of travel way and 18 feet high.

d. No encroachment by any part of the work activities and equipment within an

c. Speed limit is 45 mph or less.

b. Work operations are 60 minutes or less.

appurtenances.

a. Work operation is located on a utility pole, light pole, signal pole, or their are met:

Overhead work above a open traffic lane is allowed if all of the following conditions clearance. The greater clearance required prevails as the rule.

h. Other Governmental Agencies, Rail facilities, or Codes may require a greater objects from falling into open lanes of traffic.

g. Adequate precautions are taken to prevent parts, tools, equipment and other flagmen and/or a traffic control officer.

f. Volume or complexity of the roadway may dictate additional devices, signs, oscillating, or strobe lights operating.

e. Aerial lift equipment in the work area has high-intensity, rotating, flashing, or less).

traffic lane (except as allowed in Option 2 for work operations of 60 minutes encroachment by any part of the work activities and…