16-18-APPENDIX D - IFB 023-26-RM PS-43 FDOT Permit (Package.pdf

F.A.C. Rule 14-20.010 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

GENERAL USE PERMIT

850-040-05

MAINTENANCE

05/08

Date: Permit No.:

Name of Applicant or Authorized Agent:

Entity (if applicable):

(If entity, furnish contact information for responsible representative)

Address: Zip Code:

City/State: Telephone No.:

Email Address:

Activity / Project Site

County: State Road: Section:

From Mile Post: to Mile Post:

Construction Proposed or Underway: Yes No FM Project No.:

Name of Municipality if Work is within Limits:

Description of Work Activity:

General Provisions

1. Attach any pertinent plans or drawings.

2. Attach notification letters sent to any Utilities both aerial and underground that will be potentially impacted.

3. The designated FDOT Engineer shall be notified 48 hours prior to beginning of work.

Contact at ( ) .

4. All work, materials and equipment shall be subject to inspection and approval by FDOT. Applicants certification of work at completion is required.

5. The permittee shall be responsible to place and display safety devices and proper maintenance of traffic in accordance with the latest version of the Department’s Design Standards, index series 600, or an alternative plan signed and sealed by a professional Engineer and attached with the permit.

6. All FDOT property shall be restored to its original condition. Any damage to FDOT property as a result of this work shall be repaired and restored in a manner acceptable to the FDOT at the sole expense of the permittee.

charles.hargraves@talgov.com

8502457991

0.013

Alphonza Gammons

0.000

Tallahassee, Florida

320, 013

(850) 891-6135 ext. ______

12/10/2025

32301408 North Adams Street

The project includes improvements to an existing sanitary sewer pump station located outside of the FDOT Right-of-Way, along Meginnis Arm Road. The requested activity is the temporary use of I-10 right-of-way for a forcemain to allow bypass sewage pumping to allow the work at the pump station site. The temporary forcemain will be placed above ground and no excavation/earthwork is proposed in R/W

Charles Hargraves

2025-K-392-00093

Leon

SR 8

Approved 2025-K-392-00093

Alphonza Gammons 1/15/2026

850-040-05

MAINTENANCE

05/08

Special Provisions

Conditions

1. In the event the permittee fails to meet any of the requirements of this permit by the FDOT, the permitted activity must cease until brought into compliance. If compliance can not be met, then the permit will be rendered void and said work shall be removed from the right of way at no cost to the FDOT.

2. Work shall commence within days of permit approval.

Work shall be completed by .

(Date)

3. The rights and privileges herein set out are granted only to the extent of the State’s right, title and interest in the land to be entered upon and used by the permittee, and the permittee will, at all times, and to the extent permitted by law, assume all risk of and indemnify, defend and save harmless the State of Florida and the FDOT from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by said permittee of the aforesaid rights and privileges.

Applicant

I hereby agree to comply with all terms and conditions set forth and described in this permit.

Printed or Typed Name and Title Signature Date

FDOT

Approved By:

Print Designated Engineer Signature Date

Title

12/10/2025

Notify Midway Permits 48 hours prior to beginning work.

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

10/30/2026

Charles Hargraves, Manager Capital Projects

1/15/2026

Charles Hargraves

MAINTENANCE MANAGER/PERMITS

Alphonza Gammons

Approved 2025-K-392-00093

October 8, 2025

To Whom It May Concern:

This letter hereby authorizes the following Underground Utilities & Public Infrastructure Department (UUPI) personnel to sign permit applications made on behalf of the City of Tallahassee to the following agencies: U.S. Federal Aviation Administration, U.S. Environmental Protection Agency, Florida Department of Environmental Protection, the Florida Department of Transportation, Northwest Florida Water Management District, Florida Department of Health and Florida Gulf & Atlantic Railway.

Mr. Robert McGarrah, UUPI General Manager Mr. Andrew Platt, UUPI Assistant General Manager Mr. Tim Potter, UUPI Assistant General Manager Ms. Jennifer Porter, Manager – Water Operations Mr. Jodie Cahoon, Manager – Stormwater Management

Mr. Travis Jones, Manager – Wastewater Operations Mr. Eric Etters, Manager – Water & Sewer Planning Mr. Jason Smith, Manager – Stormwater Planning Mr. Benjamin Freeman, Manager – Stormwater Capital Projects Mr. Mark Heidecker, Manager – Stormwater Quality Programs Mr. Eric Gooch, Manager – Public Infrastructure Engineering Mr. Justin Hosey, Manager – Water & Sewer Development Review & Inspection Mr. Charles Hargraves, Manager – Water & Sewer Capital Projects Mr. Allen Secreast, Manager – Traffic Engineering Ms. Jennifer Magavero, Manager – Operations & Maintenance Mr. John Dailey, Manager – Operations & Maintenance Mr. Cory Seay, Manager – Operations & Maintenance

Sincerely, Reese Goad City Manager Approved

2025-K-392-00093

PROJECT LOCATION

No.

R E V I S I O N S

BY DATEDESCRIPTION

PROJECT LOCATION

SHEET

DATE:

FL P.E. Lic. No.

LEON COUNTY, FLORIDA

General Highway Map

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PLANS PREPARED FOR:

GOVERNING STANDARDS AND SPECIFICATIONS:

PLANS PREPARED BY:

LOCATION MAP

APPROVED FOR CONSTRUCTION

CITY OF TALLAHASSEE

WATER UTILITIES ENGINEERING DIVISION

DATE: ______________ SET No. __________

E N G I N E E R O F R E C O R D

EUTAW, INC.

FBPE REGISTRY #9961

UU & PI ENGINEERING DIVISION

WATER & SEWER CAPITAL PROJECTS

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Project No.:

EUTAW, INC.

2419 FLEISCHMANN ROAD, SUITE 1

TALLAHASSEE, FLORIDA 32308

(850) 383-0400

WWW.EUTAWINC.COM

FBPE REGISTRY #9961

PS 43 FORCEMAIN IMPROVEMENTS

IFB # 032-25-RM

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LANE P. LUCAS, P.E.

LANE P. LUCAS, P.E.

53936

SCALE: 1" = 1000'

Florida Department of Transportation Standard Plans, dated 2025-2026 Standard Specifications for Road and Bridge Construction, FY 2025-2026 City of Tallahassee Technical Specifications for Water and Sewer Construction, Current Edition, City of Tallahassee Pay Item Manual for Water and Sewer Construction, Current Edition.

AS AMENDED BY CONTRACT DOCUMENTS

Attention is directed to the fact that these plans may have been altered in size by reproduction. This must be considered when obtaining scaled data.

2400704/ FUND # 501

WS/CIP 503

Know what'sbelow.

Callbefore you dig.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND

SEALED BY LANE P. LUCAS, P.E. PRINTED COPIES OF

THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

INDEX OF SHEETS

SHEET No. SHEET DESCRIPTION

1 COVER SHEET

2-3 GENERAL NOTES

4 PROJECT SPECIFIC NOTES & PAY ITEM NOTES

5-7 TOPOGRAPHIC SURVEY

8 TEMPORARY BYPASS PUMPING PLAN

9 PROJECT LAYOUT

10-11 EROSION CONTROL AND TREE PROTECTOIN

12-13 DEMOLITION PLAN

14-16 UTILITY PLAN & PROFILE

17 SURGE TANK AND SITE LAYOUT

18-19 DETAILS

TR1-TR2 ARBORICULTURAL MITIGATION PLAN

S-1-S-2 CONCRETE FOUNDATIONS FOR TANKS

Approved 2025-K-392-00093

Alphonza Gammons 1/15/2026

AutoCAD SHX Text

ALLEN RD

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PULLEN RD

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STONE RD

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TUPELO TER

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SALMON DR

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FULTON RD

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SHARER RD

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LAKESHORE DR W

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MARK DR

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GRADY RD

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STEELE DR

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BANYAN DR

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MERRY OAKS CT

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ALMOND DR

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SWEETBRIAR DR

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CALLAWAY RD

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COLLEEN DR

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BILBREY DR

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TALWOOD DR

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TREBARK DR

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VANN CIR

AutoCAD SHX Text Tallahassee Mall

AutoCAD SHX Text Trousdell Gymnastics Center & Aquatics Center

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SEALEY SCHOOL

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MONTESSORI SCHOOL OF TALLAHASSEE

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SHARER RD

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LAKESHORE DR W

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LAKESHORE DR E

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ROBINHOOD RD

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DORIS DR

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FULLER RD

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LIVINGSTON RD

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MAYS RD

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LOCKSLEY LN

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OKEEHEEPKEE RD

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DARTMOOR DR

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LITCHFIELD RD

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CLOUDLAND DR

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ORTEGA DR

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DERBYSHIRE RD

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ARLINGTON RD

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NORTH SHORE CIR

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BROOKFOREST DR

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GREEN FOREST LN

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MADERIA CIR

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JACOBS RD

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SANDY CT

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SHARER CT

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WATERLINE DR

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CLARENCE LN

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CASTLETON CIR

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SOUTHSHORE CIR

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ROBINHOOD CT

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READING LN

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US 27 / N. MONROE ST.

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INTERSTATE 10

lane Text Box

FOR PERMIT PURPOSE ONLY

General Notes:

MEASUREMENT AND PAYMENT

MEASUREMENT AND PAYMENT FOR ALL WORK PERFORMED UNDER THE CONTRACT

WILL BE IN ACCORDANCE WITH THE CITY OF TALLAHASSEE PAY ITEM MANUAL FOR

WATER AND SEWER CONSTRUCTION AND THE CONTRACT DOCUMENTS. NO PAYMENT

WILL BE MADE TO THE CONTRACTOR FOR ADDITIONAL QUANTITIES AND�OR WORK

PERFORMED THAT IS NOT INCLUDED IN THE BID FORM OF THE CONTRACT WITHOUT

WRITTEN APPROVAL BY THE CITY.

WARRANTY

WHEN REPAIRS ARE REQUIRED WITHIN THE TWO YEAR WARRANTY PERIOD, THE

CONTRACTOR MUST FIRST MAKE ALL NECESSARY REPAIRS, THEN PATCH THE

AFFECTED AREA IN ACCORDANCE WITH THE JURISDICTIONAL AGENCY�S

REQUIREMENTS, AND THEN MILL AND RESURFACE THE FULL ROAD WIDTH WITH 1-INCH

THICK SP-9.5 ASPHALT TO A MINIMUM DISTANCE OF 25-FEET EACH DIRECTION FROM

THE PAVEMENT CUTS, OR AS REQUIRED BY THE ROADWAY�S JURISDICTIONAL

AGENCY.

GOVERNING SPECIFICATIONS AND JURISDICTION

GOVERNING SPECIFICATIONS FOR CONSTRUCTION OF WASTEWATER (SANITARY)

COLLECTION FACILITIES WATER MAIN ON THIS PROJECT ARE THE CITY OF

TALLAHASSEE (COT) TECHNICAL SPECIFICATIONS FOR WATER AND SEWER

CONSTRUCTION, CURRENT EDITION. THE CONTRACTOR MAY ACCESS AND DOWNLOAD

THE COT TECHNICAL SPECIFICATIONS FROM THE FOLLOWING INTERNET URL

HTTP:��WWW.TALGOV.COM�YOU�DOCUMENTS.ASP:

REQUIREMENTS NOT SPECIFICALLY COVERED BY THE GOVERNING SPECIFICATIONS

ABOVE MAY BE COVERED BY PLAN NOTES OR SPECIAL PROVISIONS, AND ALL SUCH

REQUIREMENTS ARE CONSIDERED AS PART OF THE CONTRACT.

WORK MAY BE SUBJECT TO REGULATORY PERMITTING AND OVERSIGHT BY THE CITY

OF TALLAHASSEE GROWTH MANAGEMENT DEPARTMENT, THE CITY OF TALLAHASSEE

UNDERGROUND UTILITIES AND PUBLIC INFRASTRUCTURE DEPARTMENT, LEON COUNTY

PUBLIC WORKS DEPARTMENT, LEON COUNTY DEVELOPMENT SUPPORT AND

ENVIRONMENTAL MANAGEMENT DEPARTMENT, FLORIDA DEPARTMENT OF

TRANSPORTATION, OR OTHER JURISDICTIONAL AGENCY. THE FDOT STANDARDS AND

SPECIFICATIONS ARE HEREIN ADOPTED BY REFERENCE. THE CONTRACTOR MAY BE

REQUIRED TO OBTAIN ADDITIONAL PERMITS PRIOR TO BEGINNING CONSTRUCTION.

THE CONTRACTOR WILL OBTAIN COPIES OF ALL APPLICABLE PERMITS AND BE BOUND

BY THE CONDITIONS AND PROVISIONS OF EACH PERMIT, AND WILL PERFORM ALL

WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMITS AS PART OF THE

CONTRACT. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.

ENVIRONMENTAL MANAGEMENT SYSTEM (EMS)

THE CONTRACTOR IS REQUIRED TO FOLLOW ALL RULES AND REGULATIONS

ESTABLISHED BY EMS (ENVIRONMENTAL MANAGEMENT SYSTEM) DOCUMENTS AS

WELL AS ANY OTHER PERTINENT RULES AND REGULATIONS THAT RELATE TO THE

PROJECT. THE CITY OF TALLAHASSEE UNDERGROUND UTILITIES ENVIRONMENTAL

POLICY STATEMENT AND A CONTRACTOR�S INFORMATIONAL BROCHURE ARE

AVAILABLE AT HTTP:��WWW.TALGOV.COM�YOU�DOCUMENTS.ASP:

PHASED PROJECTS

IN A PHASED PROJECT, EACH PHASE MUST BE CAPABLE OF STAND-ALONE OPERATION

FOR UTILITY SERVICE. ALL UTILITY ITEMS MUST MEET REQUIREMENTS AS IF THE

PHASE WAS THE ONLY PROJECT (NO ITEMS WILL BE LEFT TO COMPLETE WITH A

LATER PHASE).

PRECONSTRUCTION ACTIVITIES

1. PRIOR TO SCHEDULING THE PRECONSTRUCTION MEETING, DESIGNATE AND

SECURE ALL FEDERAL, STATE, AND LOCAL PERMITS OR PERMIT WAIVERS FOR

AREAS OUTSIDE THE LIMITS OF CONSTRUCTION THAT WILL BE USED FOR

STAGING AND STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS. A

COPY OF THESE PERMITS MUST BE PROVIDED TO THE CITY�S UTILITY

INSPECTOR, GROWTH MANAGEMENT ENVIRONMENTAL INSPECTOR, AND OR LEON

COUNTY DEVELOPMENT SUPPORT AND ENVIRONMENTAL MANAGEMENT AT, OR

PRIOR TO, THE PRECONSTRUCTION MEETING.

2. PRECONSTRUCTION MEETINGS WILL NOT BE SCHEDULED UNTIL THE CITY�S

INSPECTOR HAS BEEN IN RECEIPT OF THE FINAL APPROVED PLANS AND

AUTOCAD DESIGN DRAWINGS FOR AT LEAST FIVE WORKING DAYS.

3. A PRECONSTRUCTION MEETING IS REQUIRED PRIOR TO DEVELOPMENT ACTIVITIES

COMMENCING WITH THE CITY ENVIRONMENTAL INSPECTOR, CONTRACTOR, SITE

SUPERVISOR AND CONTRACTOR�S CERTIFIED ARBORIST TO DISCUSS SEDIMENT

AND EROSION CONTROL AND THE ARBORIST MITIGATION PLAN.

4. OBTAIN SUBSURFACE E:PLORATION FOR THE WORK TO BE PERFORMED. ANY

GEOTECHNICAL OR OTHER SUBSURFACE (I.E. GROUNDWATER, PAVEMENT

PROFILE, E:ISTING UTILITY, ETC.) INFORMATION PROVIDED IN THE

CONSTRUCTION DOCUMENTS IS SUPPLIED AS A COURTESY TO THE CONTRACTOR

AND SHALL NOT BE CONSTRUED AS BEING REPRESENTATIVE CONDITIONS FOR

THE PROJECT.

5. PRIOR TO ESTABLISHING TEMPORARY WATER UTILITIES REQUIRED FOR

CONSTRUCTION, SAID WATER UTILITIES MUST PASS BACTERIOLOGICAL TESTS

BEFORE MAKING CONNECTIONS.

6. ANY CHANGES OR ANY OTHER DEVIATIONS FROM THE APPROVED DRAWINGS DUE

TO FIELD CONDITIONS MUST BE APPROVED BY THE CITY AND THE GOVERNING

AUTHORITY HAVING JURISDICTION PRIOR TO BEING CONSTRUCTED.

CONSTRUCTION STAKEOUT

1. SET ALL SURVEY GRADE STAKES, LINES, AND LEVELS FOR THE CONSTRUCTION

OF THE SEWER COLLECTION SYSTEM IN ACCORDANCE WITH THE DESIGN AND

SURVEY INFORMATION PROVIDED ON THE PLANS.

2. PRESERVE ALL PROPERTY CORNERS AND MONUMENTS SHOWN ON THE DRAWINGS

OR FOUND DURING CONSTRUCTION. IF A PROPERTY CORNER OR MONUMENT IS

DESTROYED OR DISTURBED, THE CONTRACTOR WILL HAVE IT REPLACED AND

CERTIFIED BY A PROFESSIONAL SURVEYOR AND MAPPER REGISTERED IN THE

STATE OF FLORIDA. ALL COSTS FOR PRESERVING, REPLACING AND CERTIFYING

PROPERTY CORNERS AND MONUMENTS WILL BE INCIDENTAL TO OTHER PAY

ITEMS.

3. ANY NATIONAL GEODETIC SURVEY MONUMENT WITHIN THE LIMITS OF

CONSTRUCTION MUST BE PROTECTED. IF IN DANGER OF DAMAGE, IMMEDIATELY

NOTIFY THE CITY�COUNTY AND:

FDEP, BUREAU OF SURVEY AND MAPPING, MS 105

3900 COMMONWEALTH BLVD

TALLAHASSEE, FL 32399

(850) 245-2606 (OFFICE)

(850) 245-2645 (FA:)

(850) 294-30�2 (CELL)

SEQUENCE OF WORK

1. COORDINATE THE SEQUENCE OF WORK AND DISPOSAL OF MATERIALS SO AS NOT

TO INTERFERE WITH THE OPERATIONS OF OTHER CONTRACTORS ENGAGED IN

ADJACENT WORK IN ACCORDANCE WITH THE SPIRIT OF THE CONTRACT

DOCUMENTS.

2. SUBMIT A BASE CONSTRUCTION SCHEDULE, DEWATERING PLAN, WASTEWATER

MANAGEMENT PLAN AND TEMPORARY TRAFFIC CONTROL (TTC) PLAN FOR

REVIEW AND APPROVAL BY THE CITY INSPECTION MANAGER AND REGULATING

AUTHORITY AT LEAST ONE WEEK PRIOR TO THE PRECONSTRUCTION

CONFERENCE. NO WORK WILL BEGIN PRIOR TO APPROVAL OF THE

CONSTRUCTION SCHEDULE.

3. THE CONSTRUCTION SCHEDULE IS TO DESCRIBE IN DETAIL HOW THE

CONSTRUCTION WILL BE PHASED, ESTABLISH START AND FINISH DATES FOR ALL

SIGNIFICANT CONSTRUCTION ACTIVITIES, AND IDENTIFY ALL CONTROLLING

ITEMS OF WORK. THE SCHEDULE IS TO BE APPROVED BY THE CITY, AND WILL

BE UPDATED ON A MONTHLY BASIS TO REFLECT ACTUAL WORK PROGRESS. THE

UPDATED SCHEDULE WILL BE SUBMITTED TO THE CITY NO LATER THAN THREE

BUSINESS DAYS PRIOR TO EACH SCHEDULED MONTHLY PROGRESS MEETING.

DEWATERING

A DEWATERING PLAN IS REQUIRED. THE DEWATERING PLAN IS TO DETAIL THE

MEASURES TO BE EMPLOYED TO LOWER THE GROUNDWATER TABLE AND�OR TO

DIVERT SURFACE WATER DURING E:CAVATION AND CONSTRUCTION INCLUDING THE

INSTALLATION AND MAINTENANCE OF ALL DEVICES TO BE USED DURING EACH PHASE

OF CONSTRUCTION TO CONTROL EROSION AND THE TRANSPORTATION OF ERODED

MATERIALS OFF SITE. UNFILTERED DEWATERING IS NOT PERMITTED. IT IS THE

CONTRACTOR�S RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONS DURING ALL

DEWATERING OPERATIONS TO MINIMI<E SEDIMENT TRANSFER, AND ENSURE THAT

ALL DEWATERING ACTIVITIES ADHERE TO ALL LOCAL, STATE AND FEDERAL

REGULATIONS.

TRENCH SAFETY

COMPLY WITH ALL OSHA TRENCH SAFETY REQUIREMENTS. SHEETING AND BRACING

SHALL BE ADEQUATE TO PREVENT CAVE-IN OF TRENCH WALLS, SUBSIDENCE OF

AREAS ADJACENT TO THE TRENCH, DAMAGE TO UTILITIES, AND SLOUGHING OF THE

BASE OF THE E:CAVATION DUE TO WATER SEEPAGE. IT IS THE CONTRACTOR�S

RESPONSIBILITY FOR THE ADEQUACY OF ANY SHEETING AND BRACING.

GENERAL CONSTRUCTION CONSIDERATIONS

1. IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS,

PROJECTILE POINTS, DUGOUT CANOES, METAL IMPLEMENTS, HISTORIC BUILDING

MATERIALS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED

WITH NATIVE AMERICAN, EARLY EUROPEAN, OR AMERICAN SETTLEMENTS ARE

ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE AREA, THE PERMITTED

PROJECT SHALL CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE

IN THE IMMEDIATE VICINITY OF THE DISCOVERY. THE APPLICANT SHALL

CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL

RESOURCES, COMPLIANCE REVIEW SECTION AT (850) 245-6333. PROJECT

ACTIVITIES SHALL NOT RESUME WITHOUT VERBAL AND�OR WRITTEN

AUTHORI<ATION. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE

ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WORK SHALL STOP

IMMEDIATELY, AND THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE WITH

SECTION 8�2.05,FLORIDA STATUES.

2. IT IS THE INTENT TO MAINTAIN ACCESS TO PROPERTIES AT ALL TIMES, UNLESS

OTHERWISE STATED. PUT FORTH EVERY REASONABLE EFFORT TO MINIMI<E

DISRUPTION AND DISTURBANCE OF ADJACENT PROPERTIES. ANY INTERRUPTION

OF ACCESS MUST BE COORDINATED WITH THE AFFECTED PROPERTY

OWNERS�TENANTS.

3. THE CONTRACTOR IS NOT PERMITTED TO STORE VEHICLES, EQUIPMENT OR

MATERIALS WITHIN THE LIMITS OF PUBLIC RIGHTS-OF-WAY, UNLESS OTHERWISE

STATED.

4. DO NOT OPERATE HEAVY EQUIPMENT IN CLOSE PRO:IMITY TO BUILDINGS OR

OTHER STRUCTURES SUCH THAT DISPLACEMENT OR OTHER DAMAGE MAY OCCUR

TO THAT STRUCTURE.

5. WHEN A MAILBO: IN CONFLICT WITH CONSTRUCTION IS REMOVED, FURNISH AND

INSTALL A NEW MAILBO: IN KIND AND MAINTAIN ACCESS TO THE MAILBO:

THROUGHOUT THE CONTRACT PERIOD. THE LOCATION AND CONSTRUCTION OF

MAILBO:ES WILL CONFORM TO THE RULES AND REGULATIONS OF THE UNITED

STATES POSTAL SERVICE. WHERE AN E:ISTING MAILBO: MEETS THE RULES

AND REGULATIONS AND IS FUNCTIONALLY SOUND, THE CONTRACTOR MAY REUSE

THE E:ISTING MAILBO: IN LIEU OF CONSTRUCTING A NEW MAILBO: AS

APPROVED BY THE CITY. A TEMPORARY MAILBO: MUST BE PROVIDED FOR EACH

MAILBO: THAT IS REMOVED UNTIL A NEW MAILBO: IS INSTALLED. NO

SEPARATE PAYMENT WILL BE MADE FOR THE REMOVAL AND INSTALLATION OF

MAILBO:ES OR FOR FURNISHING TEMPORARY MAILBO:ES. THE COST SHALL BE

INCIDENTAL TO OTHER PAY ITEMS.

6. NO MODIFICATIONS, PLANNED OR UNPLANNED, TO E:ISTING UTILITY SYSTEMS

WILL BE ALLOWED WITHOUT APPROVED PLANS AND A CITY UTILITY INSPECTOR

ON SITE TO WITNESS THE MODIFICATIONS. VIOLATION OF THIS OBLIGATION MAY

REQUIRE THAT THE CONTRACTOR REPLACE ALL MODIFIED COMPONENTS WITH

NEW COMPONENTS (I.E., BORED MANHOLE WILL BE REPLACED WITH NEW

MANHOLE� TAPPED LINE WILL BE REPLACED WITH 20 FEET OF LINE TO EITHER

SIDE OF TAP, OR SIMILAR REPLACEMENTS). IN ADDITION TO THE NEW

REPLACEMENTS, FINES MAY BE IMPOSED FOR EACH VIOLATION TO COVER THE

COST OF ADDITIONAL ENGINEERING AND INSPECTION SERVICES.

�. MAINTAIN THE DRIVING SURFACE THROUGHOUT THE CONSTRUCTION DURATION

TO THE SATISFACTION OF THE CITY�COUNTY INSPECTOR. TRENCH SUBSIDENCE

OR PATCH FAILURES SHALL BE REMEDIED IMMEDIATELY UPON NOTIFICATION BY

THE CITY�COUNTY. ALL COSTS ASSOCIATED WITH THE MAINTENANCE OF THE

TRAVEL WAY (BOTH VEHICULAR AND PEDESTRIAN) ARE THE RESPONSIBILITY OF

THE CONTRACTOR.

8. SAW-CUT E:ISTING CONCRETE AND ASPHALTIC CONCRETE DRIVEWAYS AND

SIDEWALKS AS REQUIRED FOR CONSTRUCTION AND REPLACE IN KIND. PAVER

DRIVEWAYS AND SIDEWALKS WILL BE PICKED UP AND RE-LAID OR REPLACED TO

MATCH E:ISTING. DRIVEWAYS AND SIDEWALK ROUTES MUST BE REPAIRED

PROMPTLY TO MINIMI<E IMPACTS TO BUSINESSES AND RESIDENTS, AND TO

MAINTAIN PEDESTRIAN ACCESS THROUGHOUT THE PROJECT LIMITS.

9. PAVEMENT OUTSIDE THE LIMITS OF CONSTRUCTION THAT IS DAMAGED BY

CONSTRUCTION ACTIVITIES IS TO BE SAW-CUT AND REMOVED TO THE LIMITS, AS

DETERMINED BY THE CITY OR JURISDICTIONAL AGENCY, AND REPLACED IN

ACCORDANCE WITH THE TYPICAL SECTION FOR PAVEMENT RECONSTRUCTION

SET FORTH BY THE JURISDICTIONAL AGENCY.

TREE PROTECTION AND ARBORICULTURAL MITIGATION:

1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES AND

LANDSCAPING WITHIN THE PROJECT LIMITS, AS WELL AS TREES ON ADJACENT

PROPERTIES THAT MAY BE DAMAGED BY CONSTRUCTION, AND WILL BE SOLELY LIABLE

FOR SAID DAMAGE. ANY TREE-RELATED PENALTIES, IMPOSED BY THE JURISDICTIONAL

AGENCY OR PROPERTY OWNER FOR THE TREES THAT ARE SHOWN TO BE PROTECTED

OR OUTSIDE THE PROJECT LIMITS, SHALL BE PAID BY THE CONTRACTOR. THE

CONTRACTOR IS REQUIRED TO HAVE A CERTIFIED ARBORIST ONSITE DURING

EXCAVATION ACTIVITIES WITHIN THE CRITICAL PROTECTION ZONE(CPZ) OF ALL

TREES TO ENSURE PROPER TREE IMPACT MITIGATION TECHNIQUES ARE

IMPLEMENTED. TREE MITIGATION TECHNIQUES SHALL BE IN COMPLIANCE WITH THE

REQUIREMENTS CONTAINED IN THE TALLAHASSEE LAND DEVELOPMENT CODE

SECTION 5-83(G)(6)/LEON COUNTY LAND DEVELOPMENT CODE SECTION 10-4.363.

SPECIFICALLY, THE FOLLOWING MINIMUM TREE IMPACT MITIGATION PRACTICES ARE

REQUIRED:

A. TRENCHING, EXCAVATION AND ROOT PRUNING SHALL BE LIMITED TO THE LEAST

EXTENT POSSIBLE AS DIRECTED ON SITE BY THE ARBORIST. ALL ROOT PRUNING SHALL

BE DONE IMMEDIATELY UPON EXPOSURE OF TREE ROOTS, CLEANLY CUT WITH A

HANDSAW, AND COVERED IMMEDIATELY WITH SOIL OR KEPT MOISTENED WITH WET

BURLAP OR PEAT MOSS UNTIL THE TRENCH CAN BE FILLED. WHEN IT IS NOT POSSIBLE

TO BACKFILL THE SAME DAY, THE ROOTS SHALL BE RECUT WITH A HANDSAW A

REASONABLE DISTANCE FROM THE ORIGINAL CUT AND BACKFILLED IMMEDIATELY TO

AVOID SOIL OR ROOT DEHYDRATION. ALL ENCOUNTERED ROOTS SHALL BE TREATED

AS APPROPRIATE (AS DETERMINED BY THE ARBORIST).

B. TREE MITIGATION SHOULD BEGIN PRIOR TO CONSTRUCTION ACTIVITIES AND TREE

PROTECTION BARRIERS INSTALLED IMMEDIATELY AFTER TO PREVENT FURTHER ROOT

AND SOIL COMPACTION RESULTING FROM VEHICULAR TRAFFIC, EQUIPMENT

STORAGE OR MATERIAL STOCKPILING. TREE PROTECTION BARRIERS SHALL BE

INSTALLED AT THE FURTHEST EXTENT OF CONSTRUCTION WITHIN THE CPZ OF EACH

TREE TO BE PROTECTED AND REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITY

HAS BEEN COMPLETED AND THE ARBORIST HAS COMPLETED FINAL EVALUATION.

C. WHERE EXCAVATION MACHINERY IS REQUIRED TO OPERATE WITHIN THE CPZ OF

EXISTING TREES OR ANY APPENDAGE OF THE MACHINERY COMES IN CONTACT WITH

THE TREE DURING EXCAVATION, A TREE BARRICADE SHALL BE INCORPORATED. THE

TYPE OF BARRICADE TO BE CONSTRUCTED, WHEN CONSTRUCTION DEVELOPMENT

OCCURS IN CLOSE PROXIMITY TO A TREE, IS A GIRDLING STRUCTURE OF VERTICAL

BOARDS TO BE PLACED AROUND THE TRUNK, SO AS TO PROTECT THE TREE BARK. ALL

TREE AND GIRDLING PROTECTION BARRICADES ARE TO BE INSTALLED PRIOR TO

INITIATION OF ANY CONSTRUCTION ACTIVITY AND ARE TO REMAIN IN PLACE UNTIL

ALL CONSTRUCTION ACTIVITIES ARE COMPLETED.

D. UNDER NO CIRCUMSTANCES SHALL ANY VEHICLE, CONSTRUCTION MATERIAL OR FILL

MATERIAL BE STORED WITHIN THE CPZ OF EXISTING TREES.

E. IF OVERHEAD TREE LIMBS ARE INTRUDING INTO THE PROPOSED WORK AREA AND

MAY BE INJURED BY MACHINERY OR TRUCKING MANEUVERS, THE ARBORIST SHALL BE

REQUIRED TO BE ON SITE FOR PROPER REMOVAL OF SAID TREE LIMBS.

F. THESE PROCEDURES MAY BE REQUIRED, ALL OR IN PART, BY THE CITY/COUNTY

ENVIRONMENTAL INSPECTOR/CERTIFIED ARBORIST OR VARIATIONS THEREOF AND

ARE NOT LIMITED TO THOSE LISTED HEREIN.

G. THE CONTRACTOR SHALL NOT ENTER ONTO PRIVATE PROPERTY TO ACCOMPLISH TREE

PROTECTION WITHOUT SPECIFIC INSTRUCTION BY THE CITY/COUNTY TO DO SO.

H. AT PROJECT COMPLETION, THE ARBORIST SHALL PROVIDE DOCUMENTATION

DETAILING THE MITIGATION EFFORTS PERFORMED AND RECONCILE THE ACTUAL TREE

DEBITS AND CREDITS AS PART OF THE LANDSCAPE AND URBAN FOREST COMPLIANCE

PLAN. THE REPORT SHOULD BE PREPARED IN ACCORDANCE WITH SECTIONS 5-64 AND

5-83(G)(6) AND SUBMITTED TO THE ENVIRONMENTAL INSPECTOR SEVEN DAYS PRIOR

TO REQUESTING THE FINAL ENVIRONMENTAL INSPECTION.

2. THE PLANS, AT A MINIMUM, SHOW ALL TREES PROTECTED BY ORDINANCE. THE

ACTUAL CLEARING REQUIREMENTS MAY INCLUDE TREES/VEGETATION NOT DEPICTED

ON THE PLANS.

3. ALL DISTURBED AREAS, EXCEPT FOR AREAS THAT ARE LANDSCAPED, PAVED, OR

OTHERWISE DESIGNATED, ARE TO BE SODDED. EXISTING GRASSED AREAS THAT ARE

DISTURBED WILL BE SODDED WITH THE SAME GRASS TYPE AS EXISTING, UNLESS

OTHERWISE DIRECTED BY THE ENGINEER. CENTIPEDE SOD WILL BE USED FOR ALL

DISTURBED AREAS NOT CURRENTLY GRASSED.

EROSION AND SEDIMENTATION CONTROL:

1. THE EROSION AND SEDIMENT CONTROLS SHOWN ON THE PLANS ARE THE MINIMUM

REQUIRED. ADDITIONAL MEASURES MAY BE REQUIRED, DURING ANY PHASE OF

DEVELOPMENT, AT THE DISCRETION OF THE CITY OF TALLAHASSEE ENVIRONMENTAL

INSPECTOR.

2. ALL INLETS SHALL BE PROTECTED WITH EROSION CONTROL MEASURES FOUND IN THE

FLORIDA STORMWATER EROSION AND SEDIMENT CONTROL INSPECTORS MANUAL OR

CITY OF TALLAHASSEE AND ENGINEER OF RECORD APPROVED EQUAL.

3. ALL SEDIMENT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA

STORMWATER EROSION AND SEDIMENT CONTROL INSPECTORS MANUAL

4. IMPROVEMENTS ARE SHOWN FOR REFERENCE ONLY.

5. ALL EROSION CONTROLS MUST BE INSPECTED PRIOR TO COMMENCEMENT OF

CLEARING AND GRUBBING OF THE SITE.

6. LIMITS OF CLEARING SHALL BE LIMITED TO THE AREAS REQUIRED FOR THE

INSTALLATION OF THE UTILITIES. NO OTHER CLEARING SHALL BE ALLOWED UNTIL

SUCH TIME THAT UTILITIES ARE INSTALLED AND APPROVED BY THE CITY OF

TALLAHASSEE ENVIRONMENTAL INSPECTOR.

7. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO

ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE

DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN

APPROVED SEDIMENT TRAP OR BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM

ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH THE USE OF

SANDBAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS.

8. THE CONTRACTOR SHALL ENSURE THAT A FOREMAN OR SUPERVISOR WHO HAS BEEN

CERTIFIED UNDER FLORIDA STORMWATER EROSION AND SEDIMENT CONTROL

INSPECTORS TRAINING PROGRAM IS AVAILABLE IN PERSON AT ALL TIMES DURING

CONSTRUCTION ACTIVITIES. IF AT ANY TIME, THE DESIGNATED STORMWATER

CONTROL OFFICER IS NO LONGER ON-SITE, THE DESIGNATION FORM WILL NEED TO BE

UPDATED AND SUBMITTED TO GROWTH MANAGEMENT.

9. ALL DISTURBED AREAS TO BE LEFT IDLE LONGER THAN SEVEN (7) DAYS MUST BE

STABILIZED WITH QUICK-GROW GRASS SEED AND MULCH.

10. ALL DISTURBED AREAS SHALL BE SODDED PRIOR TO FINAL ACCEPTANCE.

11. CONTRACTOR SHALL PROVIDE STREET SWEEPING AS NECESSARY TO ENSURE

ADJACENT ROADWAYS ARE SEDIMENT FREE. ADJACENT ROADWAYS SHALL BE

MACHINE SWEPT WITHIN SAME DAY OF SEDIMENT TRACKING OCCURRENCE.

12. STOCKPILING OF MATERIALS SHALL BE COORDINATED BETWEEN THE CONTRACTOR

AND CITY INSPECTOR. ADEQUATE EROSION CONTROL MEASURES SHALL BE PROVIDED

AS DIRECTED.

EROSION AND SEDIMENTATION CONTROL MAINTENANCE/INSPECTION

PROCEDURES:

· ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND

FOLLOWING ANY STORM EVENT OF 0.50 INCHES OR GREATER.

· ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS

NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT.

· BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED

ONE-THIRD THE HEIGHT OF THE FENCE.

· SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE

FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE

POSTS ARE FIRMLY IN THE GROUND.

· TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR

BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.

· A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A

COPY OF THE REPORT FORM TO BE COMPLETED BY THE INSPECTOR IS PROVIDED

WITH THE APPROVED PERMIT.

· THE PROJECT SUPERINTENDENT, WILL SELECT THREE INDIVIDUALS WHO WILL BE

RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING

OUT THE INSPECTION AND MAINTENANCE REPORT.

· PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL

RECEIVE TRAINING FROM THE PROJECT SUPERINTENDENT. THEY WILL BE TRAINED IN

ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE

EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.

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Approved 2025-K-392-00093

MAINTENANCE OF TRAFFIC

1. SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN (TTC) FOR APPROVAL BY THE

CITY AND�OR THE AGENCY WITH JURISDICTION OF THE ROADWAY (I.E. FDOT,

LEON COUNTY PUBLIC WOR- DEPARTMENT, OR THE CITY OF TALLAHASSEE

TRAFFIC ENGINEERING OFFICE) PRIOR TO ANY CONSTRUCTION ACTIVITY

COMMENCING. THE TTC SHALL RECEIVE APPROVAL FROM UNDERGROUND

UTILITIES PRIOR TO SUBMITTAL TO THE ROADWAY AUTHORITIES.

2. DURING STREET CLOSURES, PROVIDE INGRESS AND EGRESS TO ALL PROPERTIES

WITHIN THE CLOSED STREET SEGMENT AND PROVIDE BUSINESS ENTRANCE

SIGNS TO ROUTE MOTORISTS TO DESIGNATED PAR-ING AREAS. FOR THOSE

PROPERTIES WITH MULTIPLE DRIVEWAYS, ONLY ONE DRIVEWAY MAY BE CLOSED

AT ANY ONE TIME. ACCESS TO BUSINESSES THROUGHOUT CONSTRUCTION SHALL

BE MAINTAINED AT ALL TIMES DURING BUSINESS HOURS.

3. E:ISTING SIGNS THAT CONFLICT WITH THE TRAFFIC CONTROL PLAN SHALL BE

TEMPORARILY REMOVED, STORED, AND REINSTALLED� OR TEMPORARILY COVERED

AS DIRECTED BY THE CITY. ADDITIONALLY, THE CONTRACTOR IS RESPONSIBLE

FOR MAINTENANCE AND REMOVAL OF E:ISTING PAVEMENT MAR-INGS RE3UIRED

FOR IMPLEMENTATION OF THE PROPOSED TTC PLAN (E.G. PAR-ING LINES, LANE

LINES, ETC.)

4. PROVIDE TEMPORARY PAVEMENT MAR-INGS DURING CONSTRUCTION, AS NEEDED

TO RE-OPEN LANES.

5. FAILURE TO SECURE APPROVAL FOR THE TTC PLAN SHALL NOT BE CAUSE FOR

A CLAIM FOR ADDITIONAL COMPENSATION OR CONTRACT TIME.

6. ADHERE TO THE RE3UIREMENTS SET FORTH IN THE MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION� THE FDOT STANDARD

PLANS (SERIES 102 INDICES), CURRENT EDITION� AND THE INFORMATION

PROVIDED IN THE CONTRACT DOCUMENTS.

�. PROPERLY IMPLEMENT THE TTC PLAN AND ADDITIONAL MEASURES TO SAFELY

MANAGE TRAFFIC IF RE3UIRED BY THE CITY AND�OR AGENCY WITH

JURISDICTION OF THE ROADWAY� OR AS RE3UIRED DUE TO UNFORESEEN FIELD

CONDITIONS. PREPARE ADDITIONAL MEASURES (PLANS) NOT COVERED IN THE

PLANS OR SPECIFICATIONS USING THE GUIDELINES SET FORTH BY THE AGENCY

WITH JURISDICTION. ALL TTC REVISIONS MUST BE APPROVED BY THE CITY AND

THE AGENCY WITH JURISDICTION.

8. NO TRENCHES WILL BE ALLOWED TO REMAIN OPEN AFTER WOR-ING HOURS.

THE CONTRACTOR SHALL SCHEDULE THEIR WOR- SO THAT RESTORATION IS

COMPLETED IN ACCORDANCE WITH THE PAVEMENT RESTORATION DETAILS AND

ASSOCIATED NOTES BY THE END OF EACH WOR-DAY.� FAILURE OF THE

CONTRACTOR TO COMPLETE PAVEMENT RESTORATION BY THE END OF EACH

WOR-DAY WILL RESULT IN THE CITY REDUCING THE NUMBER OF WOR- HOURS

AND SHALL NOT BE CAUSE FOR A CLAIM FOR ADDITIONAL COMPENSATION OR AN

E:TENSION OF CONTRACT DURATION

9. ALL LANES SHALL REMAIN OPEN DURING INACTIVE WOR- TIMES, UNLESS

OTHERWISE STATED IN THE PLANS. STREET AND LANE CLOSURES SHALL BE

ACTIVE DURING ACTIVE WOR- PERIODS ONLY. FOR ALL STREET CLOSURES AND

THEIR AFFECTED SIDE STREETS, TYPE III BARRICADES WITH FLASHING LIGHTS

SHALL BE PLACED IN THE ACTIVE STREET CLOSURE WOR- <ONES IN

ACCORDANCE WITH THE MUTCD, CURRENT EDITION.

10. LANE WIDTHS FOR MAINTENANCE OF TRAFFIC DURING A LANE CLOSURE SHOULD

DESIRABLY BE E3UAL TO LANE WIDTHS OF THE E:ISTING STREET, BUT NOT

LESS THAN TEN FEET WIDE. FOR OPERATIONS WITH ONE LANE CLOSED,

CONFINE WOR- OPERATIONS TO ONE TRAVEL LANE, LEAVING THE OPPOSING

TRAVEL LANE OPEN TO TRAFFIC. IN THIS SITUATION, ALL VEHICLES,

E3UIPMENT, WOR-ERS (E:CEPT FLAGGERS) AND THEIR ACTIVITIES ARE

RESTRICTED AT ALL TIMES TO ONE SIDE OF THE ROADWAY.

11. REOPEN ALL LANES TO NORMAL TRAFFIC WITHIN 12 HOURS DURING AN

EVACUATION NOTICE OF A HURRICANE OR ANY OTHER CATASTROPHIC EVENT

AND THEY SHALL REMAIN OPEN FOR THE DURATION OF THE EVACUATION OR

EVENT AS DIRECTED BY THE CITY.

12. FLAGGERS, IF UTILI<ED, SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT

COMMUNICATION AT ALL TIMES. FLAGGERS SHALL WEAR AN FDOT APPROVED

SAFETY VEST AT ALL TIMES. ANSI�ISEA 10�-1999 CLASS 2 APPAREL

HIGH-VISIBILITY TRAFFIC VESTS ARE RE3UIRED FOR ALL WOR-ERS WITHIN 15

FEET OF THE EDGE OF TRAVEL. ANSI�ISEA CLASS 3 APPAREL IS RE3UIRED FOR

ALL NIGHTTIME ACTIVITIES. (THIS INFORMATION MUST BE CLEARLY MAR-ED ON

THE INSIDE OF THE TRAFFIC VESTS).

13. SIDEWAL- DETOURS OR DIVERSIONS SHALL BE IN ACCORDANCE WITH THE

MUTCD, CURRENT EDITION

14. THE FOLLOWING AGENCIES MUST BE NOTIFIED (BY THE CONTRACTOR) PRIOR TO

E:ECUTING DETOURS AND STREET�LANE CLOSURES:

C. CITY OF TALLAHASSEE PUBLIC INFORMATION OFFICE, (850) 891-8533

D. CITY OF TALLAHASSEE POLICE DEPARTMENT, (850) 891-4200

E. CITY OF TALLAHASSEE FIRE DEPARTMENT, (850) 891-4310

F. CITY OF TALLAHASSEE PUBLIC WOR-S OPERATIONS DIVISION, (850)

891-5300

G. CITY OF TALLAHASSEE STAR METRO ADMIN, (850) 891-5200 (SELECT 2) OR

DISPATCH (850) 891-5212

H. LEON COUNTY PUBLIC WOR-S, (850) 606-1500

I. LEON COUNTY EMERGENCY SERVICES, (AMBULANCE SERVICE) (850)

921-0900

J. LEON COUNTY SHERIFF�S OFFICE, (850) 922-3300

K. LEON COUNTY SCHOOL BOARD TRANSPORTATION, (850) 488-2636

L. TALLAHASSEE DEMOCRAT, (850) 599-21�6

M. FLORIDA DEPARTMENT OF TRANSPORTATION (850) 922-�900 - AS- FOR

PERMITTING DEPARTMENT (WHEN APPLICABLE).

N. FLORIDA HIGHWAY PATROL, (850) 245-��00 WAIT ON-LINE FOR DUTY

OFFICER OR SHIFT COMMANDER.

15. AT LEAST SEVEN WOR-ING DAYS PRIOR TO EACH DETOUR OR CLOSURE OF

STREETS�LANES, INFORM BY LETTER THOSE ORGANI<ATIONS THAT ARE LISTED

BY THE CITY OF TALLAHASSEE COMMUNICATIONS DEPARTMENT (IN ADDITION TO

THE AGENCIES LISTED ABOVE). SAID LETTER MUST PROVIDE THE NECESSARY

DETAILS OF THE NATURE OF THE CLOSURES AND MUST BE APPROVED BY THE

CITY AND�OR JURISDICTIONAL AGENCY BEFORE RELEASE TO SAID AGENCIES.

LOCAL RESIDENTS AND BUSINESSES SHALL ALSO BE NOTIFIED VIA MEETINGS,

DOOR HANGER OR MAIL BY THE CONTRACTOR. ALL CORRESPONDENCE SHALL BE

APPROVED BY THE CITY PRIOR TO RELEASE.

16. ON A DAILY BASIS, THE CONTRACTOR SHALL COVER, TURN AWAY FROM TRAFFIC

OR LAY DOWN ALL NON-APPLICABLE SIGNAGE AND REMOVE ALL BARRICADES

AND DETOUR SIGNS THAT ARE NOT ACTIVE. THE FOLLOWING WOR- DAY THE

CONTRACTOR SHALL UNCOVER AND RESTORE ALL BARRICADES AND RE3UIRED

SIGNAGE AS NEEDED. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND

MAINTAINING THE MAINTENANCE OF TRAFFIC PLAN ON A DAILY BASIS.

1�. POST-MOUNT ALL SIGNS WHEN WOR- OPERATIONS E:CEED ONE DAY E:CEPT AS

NOTED IN THE FDOT STANDARD PLANS. WHEN VEHICLES IN A PAR-ING <ONE

BLOC- THE LINE OF SIGHT TO TRAFFIC CONTROL <ONE (TC<) SIGNS, OR WHEN

TC< SIGNS ENCROACH ON A NORMAL PEDESTRIAN WAL-WAY, LOCATE THE

POST-MOUNT SIGN IN ACCORDANCE WITH FDOT DESIGN STANDARDS.

UTILITY LOCATION AND PROTECTION

1. LOCATE AND PROTECT ALL UTILITIES. THE INFORMATION SHOWN ON THE

DRAWINGS CONCERNING SI<E, TYPE, AND LOCATION OF UNDERGROUND AND

OTHER UTILITIES IS BASED ON INFORMATION PROVIDED BY THE UTILITY

OWNERS, AVAILABLE RECORDS, AND FIELD SURVEY INFORMATION. THE

INFORMATION MAY NOT REFLECT ACTUAL CONDITIONS, INCLUDE ALL UTILITIES

IN THE AREA, EITHER IN SERVICE OR ABANDONED, OR SHOW THE UTILITIES IN

THE CORRECT HORI<ONTAL OR VERTICAL LOCATIONS. THE CONTRACTOR WILL

MA-E THEIR OWN DETERMINATION AS TO SI<E, TYPE, AND LOCATION OF

E:ISTING UTILITIES AS NECESSARY TO AVOID DAMAGE FROM PROPOSED WOR-

ACTIVITIES. REPAIR OR REPLACE ANY UTILITIES DAMAGED BY THE CONTRACTOR

AT CONTRACTOR�S OWN E:PENSE AND NO ADDITIONAL PAYMENT SHALL BE

MADE BY THE CITY.

2. THE FOLLOWING UTILITIES SHOULD BE CONTACTED FOR INFORMATION

CONCERNING TYPE AND LOCATIONS OF THEIR FACILITIES. THE LIST MAY

NOT INCLUDE ALL UTILITIES IN THE AREA.

C. SUNSHINE STATE ONE-CALL OF FLORIDA 800-432-4��0 (5 DAYS PRIOR

NOTIFICATION)

D. CITY OF TALLAHASSEE�ELECTRICAL DIVISION 850-891-5016 (TINA DROSE)(2

WEE-S PRIOR NOTIFICATION) 850-891-5105 (-ENTON JAMES)

E. CITY OF TALLAHASSEE�GAS UTILITIES DIVISION 850-891-5689 (SAM

AMEEN)

F. CITY OF TALLAHASSEE�WATER SEWER DIVISION 850-891-6144 (DONNA

NICHOLS)

G. COMCAST (CABLE TELEVISION) 850-5�4-4060 (LIAM MC-ENNA)

H. CENTURYLIN- (TELEPHONE) 850-599-1444 MOBILE 850-363-8611 (WILLIAM

MCCLOUD)

I. AT T (FIBER OPTIC CABLE) 813-342-0512 (GREG JACOBSON)

J. SOUTHERN LIGHT (FIBER OPTIC CABLE) 251-662-11�0 (ANDRU BRAIMBLETT)

K. FLORIDA GAS TRANSMISSION 40�-838-�1�1 (JOSEPH SANCHE<)

L. TAL3UIN ELECTRIC 850-62�-�651 :1��4 (MAR- TAYLOR)

3. ALL UTILITIES (MAINS AND SERVICES) WITHIN THE LIMITS OF CONSTRUCTION

ARE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL SUCH TIME AS THE

SYSTEM(S) IS DEEMED ACCEPTED BY THE CITY. THE CONTRACTOR WILL BE

NOTIFIED OF ACCEPTANCE IN WRITING AFTER THE CITY RECEIVES APPROVED

AS-BUILT DRAWINGS. THE CONTRACTOR IS LIABLE FOR ANY DAMAGES TO THE

UTILITY SYSTEMS CAUSED BY THE INSTALLATION OF ANY OTHER UTILITIES.

PRIOR TO ACCEPTANCE, PROVIDE ALL FIELD UTILITY LOCATIONS IN

ACCORDANCE WITH UTILITY LOCATION STANDARDS AS ESTABLISHED BY THE

AMERICAN PUBLIC WOR-S ASSOCIATION.

4. CAUTION: THE CONTRACTOR IS ADVISED THAT UNDERGROUND GAS, ELECTRICAL

DISTRIBUTION, AND COMMUNICATION FACILITIES MAY BE PRESENT THROUGHOUT

THE WOR- LIMITS.

5. E:ISTING COT-OWNED POTABLE WATER, RECLAIMED WATER, WASTEWATER

COLLECTION, AND GAS FACILITIES SHALL REMAIN IN-PLACE UNLESS OTHERWISE

DESIGNATED IN THE PLANS TO BE REMOVED.

6. IF CONSTRUCTION RE3UIRES UTILITY POLES TO BE TEMPORARILY

HELD�STABILI<ED, THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION

WITH THE UTILITY PROVIDER AND PAYMENT OF ALL APPLICABLE FEES AND

CHARGES.

�. PRIOR TO ANY SCHEDULED INTERRUPTION OF UTILITY SERVICE, THE

CONTRACTOR WILL COORDINATE SUCH INTERRUPTIONS WITH THE UTILITY

PROVIDER AND WILL PROVIDE A MINIMUM 24-HOUR NOTICE TO THE AFFECTED

PARTIES. IN THE CASE OF A WATER MAIN SHUT DOWN, A MINIMUM 24-HOUR

NOTICE ALSO WILL BE PROVIDED TO THE TALLAHASSEE FIRE DEPARTMENT.

8. SUPPORT ALL E:ISTING ACTIVE UTILITY MAINS THAT CROSS CONSTRUCTION

TRENCHES TO PREVENT JOINT SEPARATION AND DAMAGE TO SAID MAINS. THE

RESPONSIBILITY FOR THE ADE3UACY OF ANY RE3UIRED SUPPORT SYSTEMS

BELONGS TO THE CONTRACTOR. THE COST OF UTILITY SUPPORT SYSTEMS IS

CONSIDERED INCIDENTAL TO THE PAY ITEMS IN THE CONTRACT FOR UTILITY

PIPE. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WOR-.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS, E3UIPMENT,

LABOR, SUPERVISION, AND MATERIALS NECESSARY TO DRAIN, TRANSPORT, PUMP,

AND�OR OTHERWISE DISPOSE OF ANY RESIDUAL WASTEWATER CONTAINED IN

E:ISTING OR NEW GRAVITY SEWERS AND FORCE MAINS IN ACCORDANCE WITH

THE WASTEWATER MANAGEMENT PLAN.

10. IN THE EVENT THAT WASTEWATER FLOW DIVERSION IS NEEDED ON THIS

PROJECT TO COMPLETE PIPING MODIFICATIONS, THE CONTRACTOR WILL BE

RE3UIRED TO PHYSICALLY STAFF THE FLOW DIVERSION E3UIPMENT 24 HOURS A

DAY, � DAYS A WEE- UNTIL THE FLOW DIVERSION IS NO LONGER NEEDED. THE

COST FOR STAFFING THE FLOW DIVERSION E3UIPMENT SHALL BE CONSIDERED

INCIDENTAL TO THE CONTRACT UNIT PRICES FOR UTILITY PIPE AND NO

SEPARATE PAYMENT WILL BE MADE FOR THIS WOR-, UNLESS SPECIFICALLY

NOTED OTHERWISE.

GAS MAINS

1. NOTIFY THE CITY GAS UTILITY A MINIMUM OF TWO WOR-ING DAYS PRIOR TO

ANY E:CAVATION IN THE VICINITY OF GAS MAINS, AS RE3UIRED BY CHAPTER

��-153 OF THE FLORIDA STATUTES. A GAS DEPARTMENT INSPECTOR WILL BE

ON SITE WHEN WOR- ACTIVITIES TA-E PLACE NEAR GAS MAINS.

2. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO E:ISTING GAS

FACILITIES BY SAID CONTRACTOR OR DESIGNEES.

3. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL GAS VALVE BO:ES TO

FINISH GRADE DURING THE PAVEMENT RESTORATION ACTIVITIES.

4. NOTIFY THE CITY GAS DEPARTMENT IMMEDIATELY IF ANY GAS MAIN IS NIC-ED,

SCRATCHED, CUT OR OTHERWISE DAMAGED SO THAT REPAIRS CAN BE MADE

PROMPTLY BY, OR AT THE DIRECTION OF, THE GAS DEPARTMENT.

POTABLE WATER MAINS

1. POTABLE WATER SERVICE WILL BE MAINTAINED TO RESIDENCES AND

BUSINESSES AT ALL TIMES, E:CEPT DURING THE TRANSFER OF SERVICES.

2. THE TRANSFER OF WATER SERVICES SHALL BE SCHEDULED FOR THE HOURS

BETWEEN 9:00 A.M. AND 4:00 P.M., AND SHALL BE COMPLETED WITHOUT DELAY

TO LIMIT CUSTOMER INCONVENIENCES.

3. -EEP FIRE HYDRANTS OPERABLE AND ACCESSIBLE AT ALL TIMES. DO NOT

PLACE E3UIPMENT OR MATERIALS WITHIN 15 FEET OF ANY FIRE HYDRANT. FIRE

HYDRANTS TA-EN OUT-OF-SERVICE SHALL BE COVERED WITH BAGS, OR AS

DIRECTED BY THE CITY�S INSPECTOR, TO CLEARLY INDICATE THAT THE

HYDRANT IS INOPERABLE. THE CONTRACTOR SHALL REPORT OUT OF SERVICE

HYDRANTS TO THE CITY INSPECTOR FOR NOTIFICATION TO THE FIRE

DEPARTMENT DISPATCH CENTER.

4. DO NOT CUT, CAP, OR PLUG E:ISTING LOOPED PUBLIC POTABLE WATER MAINS

WITHOUT THE PRIOR APPROVAL OF THE CITY.

5. REPLACE ALL E:ISTING SERVICES WITHIN THE CONSTRUCTION LIMITS, INSTALL

NEW METER SETTINGS TO THE RIGHTS-OF-WAY LINES (UNLESS OTHERWISE

NOTED), RECONNECT AND TEST ANY BAC- FLOW DEVICES AND�OR PRESSURE

REDUCING VALVES, AND RECONNECT TO THE CUSTOMERS� PLUMBING. WHERE

THERE IS MORE THAN ONE METER AT A TAP, A NEW MANIFOLD WILL BE BUILT

AND INSTALLED PER THE LATEST WATER DETAIL SHEET. IT IS THE

CONTRACTOR�S RESPONSIBILITIES TO FIELD INSPECT AND DETERMINE THE

LOCATION AND NUMBER OF METERS AT A TAP.

6. SET METER BO:ES TO REPAIR LEA-S WITHOUT DIGGING UP SIDEWAL-S,

PAVEMENT, WALLS, SPRIN-LER LINES, ETC.� THERE WILL BE NO BO:ES IN

SWALES, UNDER DOWN SPOUTS, NE:T TO CONDENSATE DRAINS OR ANY OTHER

SIMILAR SITUATION THAT MAY FILL THE BO: WITH WATER AND�OR MUD. NO

STANDING WATER WILL BE ALLOWED IN METER BO:ES.

�. E:ISTING POTABLE WATER PIPING THAT ARE DESIGNATED ON THE PLANS TO BE

PLACED OUT-OF-SERVICE (IN PLACE) SHALL BE PLUGGED AT BOTH ENDS AND

GROUT FILLED, UNLESS OTHERWISE NOTED.

WASTEWATER MAINS

1. MAINTAIN WASTEWATER COLLECTION SERVICE TO ALL CUSTOMERS AT ALL

TIMES. PROVIDE WASTEWATER FLOW DIVERSION, AS NEEDED, TO MAINTAIN

CONTINUOUS SANITARY SEWER SERVICE DURING CONSTRUCTION ACTIVITIES, AIR

TESTING, AND DURING CLOSED CIRCUIT TELEVISIONS INSPECTION (TV

INSPECTION). WASTEWATER FLOW DIVERSION MAY CONSIST OF BY-PASS

PUMPING, PUMPS, TRUC-S AND TRANSPORTATION� OR ANY OTHER METHOD

APPROVED BY THE CITY. THE COST IS INCIDENTAL TO PAY ITEMS FOR NEW

SANITARY SEWER STRUCTURES AND PIPING.

2. DISPOSE OF SANITARY SEWER STRUCTURES AND PIPING, WHICH ARE REMOVED

TO CONSTRUCT NEW SANITARY SEWER FACILITIES. THE COST IS INCIDENTAL

TO PAY ITEMS FOR NEW SANITARY STRUCTURES AND PIPING.

3. E:ISTING SANITARY SEWER PIPING AND STRUCTURES THAT ARE DESIGNATED ON

THE PLANS TO BE PLACED OUT-OF-SERVICE (IN PLACE) SHALL BE PLUGGED AT

INFLUENT AND EFFLUENT ENDS WITH MASONRY PLUGS UNLESS OTHERWISE

NOTED AND GROUT FILLED.

4. THE PLANS SHOW APPRO:IMATE LOCATIONS OF ACTIVE AND INACTIVE SEWER

SERVICE LATERALS, BASED ON PIPELINE INSPECTIONS CONDUCTED BY THE CITY.

FIELD-VERIFY THE SI<E, MATERIAL AND LOCATION OF E:ISTING ACTIVE SEWER

LATERALS. ADJUST AND RECONNECT LATERALS AT THEIR FIELD-VERIFIED

LOCATIONS AND SI<ES, UNLESS OTHERWISE DIRECTED BY THE CITY. PLUG

INFLUENT AND EFFLUENT ENDS OF INACTIVE SEWER SERVICES WITH GROUT TO

PLACE THEM OUT-OF-SERVICE. THE COST OF PLACING INACTIVE SEWER

LATERALS OUT OF SERVICE IS INCIDENTAL TO PAY ITEMS FOR SERVICE

LATERALS FOUND IN THE CONTRACT.

5. SANITARY SEWER LATERALS THAT ARE TO BE CONSTRUCTED MAY BE

INSTALLED BY OPEN-CUT, PIPE BURSTING OR OTHER TECHNI3UES ACCEPTABLE

TO THE CITY, UNLESS OTHERWISE SPECIFIED. THE BID PRICE SHALL BE FULL

COMPENSATION FOR SUCH INSTALLATIONS. PIPE BURSTING RE3UIRES PRE AND

POST CONSTRUCTION TV INSPECTIONS.

PROJECT CLOSE-OUT

IN ADDITION TO THE DOCUMENTS FOR CONTRACT CLOSE-OUT AND FINAL PAYMENT

RE3UIRED BY THE CITY�S MANAGEMENT AND ADMINISTRATION DEPARTMENT, PROVIDE

THE FOLLOWING DOCUMENTS AND�OR VERIFICATION TO THE CITY�S CONSTRUCTION

INSPECTION MANAGER FOR REVIEW AND APPROVAL BEFORE FINAL PAYMENT IS

AUTHORI<ED:

1. ALL SEWER DEFICIENCIES, INCLUDING STRUCTURAL DAMAGE, DEFLECTIONS,

DEBRIS, SAND, SEDIMENT, AND�OR INFILTRATION DISCOVERED DURING THE

CLOSED CIRCUIT TV (CCTV) INSPECTIONS ARE REPAIRED. THE SEWER LINE WILL

BE CCTV INSPECTED AFTER ANY REPAIRS TO DETERMINE IF THE DEFICIENCIES

ARE CORRECTED.

2. ALL MANHOLES ARE INSPECTED BEFORE FINAL CCTV INSPECTION OF THE

SEWERS. MANHOLES ARE CLEANED, WITH ALL PLUGS REMOVED AND RAIN

DISHES INSTALLED (WHEN RE3UIRED).

3. ALL MANHOLES AND VALVE BO:ES ARE RAISED TO THEIR FINISH ELEVATIONS

WITH ASPHALT IN PLACE. ALL MANHOLES AND VALVE BO:ES MUST BE RAISED

BEFORE THE FINAL CCTV INSPECTION OF THE SEWER, WHICH MUST BE

COMPLETED BEFORE THE SEWER IS PLACED INTO SERVICE.

4. ALL SERVICES SHALL BE STA-ED AND HAVE AN EMS LOCATING DEVICE PLACED

IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND A LETTER OF

ACCEPTANCE HAS BEEN ISSUED BY THE CITY UTILITY.

5. COPIES OF ALL TESTING RESULTS, INCLUDING ALL COMPACTION DENSITY, AND

OTHER RE3UIRED TESTS IN ACCORDANCE WITH THE CONTRACT.

6. COMPLETE RESTORATION OF ALL ROADWAYS (INCLUDING STRIPING, SIGNAGE,

SIGNALS, LIGHTING, ETC.), SIDEWAL-S, DRIVEWAYS, LANDSCAPING, EASEMENTS,

STAGING AREAS, AND�OR ANY OTHER AREAS DISTURBED BY THE CONTRACTOR

DURING CONSTRUCTION, OR DUE TO CONSTRUCTION ACTIVITIES.

�. ALL RE3UIRED PERMIT DOCUMENTATION, INCLUDING ARBORIST CERTIFICATION,

NPDES NOTICE OF TERMINATION, OR OTHER DOCUMENTS AS RE3UIRED BY

JURISDICTIONAL AGENCIES.

8. ALL EASEMENTS RECORDED AND VERIFIED, WHEN APPLICABLE.

9. ALL RE3UIRED DOCUMENTATION (INCLUDING AS-BUILT DRAWINGS AND CAD

FILES) MUST BE RECEIVED BY THE CITY�S INSPECTION MANAGER BEFORE

RE3UESTING UTILITY SERVICE AND BEFORE A FINAL ACCEPTANCE LETTER WILL

BE ISSUED. ALL AS-BUILT DRAWING PREPARATION SHALL BE INCIDENTAL TO

PERFORMANCE OF THE TOTAL CONTRACT AND NO ADDITIONAL COMPENSATION

WILL BE ALLOWED.

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PROJECT SPECIFIC NOTES:

1. THE IMPROVEMENTS UNDER THIS CONTRACT CONSIST OF THE INSTALLATION OF

SANITARY SEWER FORCEMAIN, SEWER MANHOLES, INSTALLATION OF A SURGE TAN-,

RELOCATION OF AN E:ISTING CHEMICAL TAN-, REMOVAL AND ABANDONMENT OF

E:ISTING SEWER FORCEMAINS, CONCRETE DITCH PAVEMENT, ASPHALT PAVEMENT

PATCHING, AND RELATED ITEMS AS IDENTIFIED IN THE CONTRACT DOCUMENTS.

2. SURVEY DATA INCLUDED IN THE CONTRACT DOCUMENTS WAS PROVIDED BY CITY OF

TALLAHASSEE SURVEYING DEPARTMENT. HORI<ONTAL CONTROL IS BASED UPON

FLORIDA NORTH STATE PLANE COORDINATES (NAD 83). VERTICAL CONTROL IS BASED

ON NAVD 1988.

3. WOR-DAY: PERFORM ALL WOR- BETWEEN 8:00 C.O. AND �:00 R.O., MONDAY THROUGH

SATURDAY. NO WOR- SHALL BE PERFORMED ON HOLIDAYS (NEW YEAR�S DAY,

MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THAN-SGIVING DAY, AND CHRISTMAS

DAY).

4. ALL WOR- WITHIN THE MEGINNIS ARM ROAD RIGHT-OF-WAY SHALL BE IN

ACCORDANCE WITH LEON COUNTY PUBLIC WOR-S RIGHT-OF-WAY PLACEMENT PERMIT

# LRW24208. ALL ROAD CLOSURE AND�OR LANE CLOSURES SHALL BE APPROVED BY

LEON COUNTY PRIOR TO INITIATING WOR- REQUIRING CLOSURES. THE REQUEST

SHALL BE IN WRITING 14 DAYS IN ADVANCE OF THE CLOSURE. NO LANE CLOSURES

SHALL BE ALLOWED BETWEEN � AM AND 9 AM OR 4 PM TO 6 PM.

5. ALL WOR- SHALL BE IN ACCORDANCE WITH LEON COUNTY ENVIRONMENTAL

MANAGEMENT PERMIT LEM24062. A PRE-CONSTRUCTION MEETING WITH LEON

COUNTY SHALL BE HELD PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION

ACTIVITIES. THE LIMITS OF CLEARING SHALL BE MAR-ED AND�OR STA-ED PRIOR TO

THE PRE-CONSTRUCTION MEETING. THE LEON COUNTY INSPECTOR FOR THIS PROJECT

IS MR. DAVID GRAHAM (850-606-13�8 OR 850-544-082�).

6. ROAD OR LANE CLOSURES WILL BE LIMITED TO SHORT SECTIONS OF ROADWAY TO

REDUCE THE OVERALL IMPACT TO THE TRAVELING PUBLIC AND BUSINESSES.� THE

CITY RESERVES THE RIGHT TO LIMIT THE CONTRACTOR�S WOR- AND�OR LANE

CLOSURE HOURS AT ANY TIME DURING THE PROJECT DURATION FROM THOSE HOURS

IDENTIFIED WITHIN THESE DOCUMENTS.� THE CONTRACTOR AGREES TO MA-E NO

CLAIM FOR ADDITIONAL COMPENSATION AS A RESULT OF THIS DECISION BY THE CITY.�

HOWEVER, THE CONTRACTOR MAY BE ENTITLED TO AN E:TENSION OF TIME FOR SUCH

ACTS BY THE CITY, ONLY FOR THE NUMBER OF DAYS WHICH THE CITY DETERMINES

TO BE DUE TO SUCH ACTS. THE CONTRACTOR SHALL ABIDE BY THE WOR- HOURS OR

MORE RESTRICTIVE HOURS IMPOSED BY APPROVED TEMPORARY TRAFFIC CONTROL

PLANS.

�. IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS,

PROJECTILE POINTS, DUGOUT CANOES, METAL IMPLEMENTS, HISTORIC BUILDING

MATERIALS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH

NATIVE AMERICAN, EARLY EUROPEAN, OR AMERICAN SETTLEMENT ARE ENCOUNTERED

AT ANY TIME IN THE PROJECT SITE AREA, THE PERMITTED PROJECT SHALL CEASE

ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE VICINITY OF THE

DISCOVERY. THE APPLICANT SHALL CONTACT THE FLORIDA DEPARTMENT OF STATE

DIVISION OF HISTORICAL RESOURCES, COMPLIANCE REVIEW SECTION AT (850)

245-6333. PROJECT ACTIVITIES SHALL NOT RESUME WITHOUT VERBAL AND�OR

WRITTEN AUTHORI<ATION. IN THE EVENT THAT UNMAR-ED HUMAN REMAINS ARE

ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WOR- SHALL STOP IMMEDIATELY,

AND THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE WITH SECTION 8�2.05,

FLORIDA STATUTES.

8. ROADWAY RECONSTRUCTION AND RIGHT-OF-WAY RESTORATION ON MEGINNIS ARM

ROAD SHALL BE IN ACCORDANCE WITH LEON COUNTY PUBLIC WOR-S REQUIREMENTS.

9. CHARLATTE SURGE TAN- SHALL BE DELIVERED TO PROJECT SITE BY CITY OF

TALLAHASSEE. CONTRACTOR SHALL PROVIDE CITY SEVEN (�) DAYS WRITTEN NOTICE

PRIOR TO THE OF REQUESTED DELIVERY DATE.

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