PLANS PREPARED FOR:

NORTH AMERICAN VERTICAL DATUM OF 1988

INDEX OF SHEETS

PROJECT LOCATION

LOCATION MAP

1" = 1000'

REVISIONS

NO. DESCRIPTION BY DATE

N O

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PLANS PREPARED BY:

Phone (407) 679-3001

DBPR No. 33380

Orlando, Florida 32817

3504 Lake Lynda Drive, Suite 400

ENGINEER OF RECORD:

ROBERT B. GAYLORD

P.E. NO.: 51373

APPROVED FOR CONSTRUCTION

STORMWATER MANAGEMENT

OBTAINING SCALED DATA.

ALTERED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN

ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN

https://www.talgov.com/Uploads/Public/Documents/you/water_sewer_specifications.pdf

CONSTRUCTION, DECEMBER 2023

CITY OF TALLAHASSEE TECHNICAL SPECIFICATIONS FOR WATER AND SEWER

AS AMENDED BY CONTRACT DOCUMENTS.

AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY 2024-25,

FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED FY 2024-25

GOVERNING STANDARDS AND SPECIFICATIONS:

DRAINAGE IMPROVEMENTS

MLK JR. BOULEVARD

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PHASE IV

SHEET NO. SHEET DESCRIPTION

C.O.T. WORK ORDER NO. 3890

STORMWATER MANAGEMENT

WATER RESOURCES ENGINEERING

UNDERGROUND UTILITIES DEPARTMENT

DATE: __________

V-4

V-3

V-2

V-1

TR2.0

TR1.0

Topographic Survey

Topographic Survey

Topographic Survey

Topographic Survey

Arborist Exhibit Notes & Details

Arborist Exhibit Map

Subsurface Utility Engineering Test Hole Report

Subsurface Utility Engineering Test Hole Report

Traffic Control Plan

Stormwater Pollution Prevention Plan Notes

Stormwater Pollution Prevention Plan

Soil Survey

Pavement Restoration Plan (STA. 15+40 TO 18+00)

Pavement Restoration Plan (STA. 10+00 TO 15+40)

Cross Sections

Cross Sections

Plan & Profile (STA. 15+40 TO 18+00)

Plan & Profile (STA. 12+70 TO 15+40)

Plan & Profile (STA. 10+00 TO 12+70)

Project Layout Plan

Typical Sections & Details

Typical Sections & Details

Summary of Quantities & Pay Item Notes

General Notes - Water & Sewer

General Notes - Water & Sewer

General Notes

Drainage Map

Cover

PROJECT LOCATION

PLAN & PROFILE KEY MAP

N.T.S.

WAY

RUDY HUBBARD

YOUNG ST

DR

BARBOURVILLE

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MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

CONSIDERED SIGNED AND SEALED AND THE SIGNATURE

PRINTED COPIES OF THIS DOCUMENT ARE NOT

ON THE DATE ADJACENT TO THE SEAL

THIS ITEM HAS BEEN SIGNED AND SEALED BY:

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A D

A M

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W A

H N

IS

H

W

Y

E

R

ID

IA

N

S A

X O

N S

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W GAINES ST

GAMBLE ST

OSCEOLA ST

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IL

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K E

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PUTNAM DR

E MAGNOLIA DR

POLK DR

P E

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KISSIMMEE ST

FAMU WAY

G O

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R R

A C

EUGENIA ST

WALLIS ST

CAMPBELL ST

TUCKER ST

OAKLAND AVE E

OKALOOSA ST

E GAINES ST

CARVER ST

D A

IS

FLORAL ST

GORE AVE

P O

P P

PERKINS ST

R A

IL

R O

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E

E JENNINGS ST

NASSAU ST

LIBERTY ST

E PERSHING ST

E BLOXHAM ST

MANATEE ST

YOUNG ST

FAMCEE AVE

S T E

A R

HOWARD AVE

B

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E HARRISON ST

MOSLEY ST

HAMPTON AVE

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IS

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T A

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PALM BEACH ST

WIES ST

W BLOXHAM ST

LEE HALL DR

LEWIS ST

PALMETTO ST

HART ST

PALMER AVE E

W HARRISON ST

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TUSKEGEE ST

O L

IV

BARBOURVILLE DR

HAWKINS ST

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IN

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P A S

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KISSIMMEE ST

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ORANGE AVE W

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IL

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E VAN BUREN ST

Station

Amtrak

Stadium

Memorial

Bragg

Park

Cascade

Wade Wehunt Pool

Myers Park &

Club Park

Country

Center & Pool

Walker Ford

SCHOOL

WESSON

HIGH SCHOOL

NIMS JUNIOR

SCHOOL

BOND

UNIVERSITY

FLORIDA A & M

HIGH SCHOOL

UNIVERSITY

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IN

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CHECKED

DESIGNED

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NAVD 88

Vertical Datum SHEET

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PIPES, AND MANHOLES TO REMAIN

EXISTING STORM SEWER INLETS,

S-2

S-4

S-6

S-8

S-10

S-12

S-14

S-3

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CONST. 18" RCP

CONST. 18" RCP

CONST. 18" RCP

MLK 005 B

Florida A&M University

Florida A&M University

PIPES TO REMAIN

EXISTING STORM SEWER INLETS &

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LEGEND

PROPOSED DRAINAGE

EXISTING DRAINAGE

FLOW DIRECTION

BASIN DIVIDE

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PROPERTIES ADJACENT TO WORK ZONES SHALL BE GRADED TO DRAIN WITHIN THE LIMITS OF CONSTRUCTION.27.

DISTURBED AREAS SHALL BE COMPACTED (AT A MINIMUM) EQUAL TO ADJACENT UNDISTURBED GROUND EXCEPT WHEN OTHERWISE SPECIFIED.26.

THE UNITED STATES POSTAL SERVICE AND IS FUNCTIONALLY SOUND.

MAILBOX. IN LIEU OF CONSTRUCTING A NEW MAILBOX, THE EXISTING MAILBOX MAY BE REUSED IF IT MEETS THE RULES AND REGULATIONS OF

CONSTRUCT A NEW MAILBOX TO MATCH, AS CLOSE AS PRACTICABLE, THE LOCATION, TYPE, SIZE, MATERIAL, AND COLOR OF THE ORIGINAL

TEMPORARY MAILBOX AND SHALL MAINTAIN THE TEMPORARY MAILBOX UNTIL A NEW MAILBOX IS INSTALLED. THE CONTRACTOR SHALL

POSTAL SERVICE. WHEN A MAILBOX IN CONFLICT WITH CONSTRUCTION IS REMOVED, THE CONTRACTOR SHALL FURNISH AND INSTALL A

THE LOCATION AND CONSTRUCTION OF MAILBOXES SHALL BE IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE UNITED STATES 25.

PRACTICABLE, THE SAME GRASS TYPE AND THE SAME TYPES AND SIZES OF PLANT MATERIAL THAT EXISTED PRIOR TO CONSTRUCTION.

THAT ARE DAMAGED INCLUDING AREAS WITHIN THE LIMITS OF CONSTRUCTION OR ON ADJACENT PROPERTIES USING, TO THE EXTENT

SOLELY LIABLE FOR DAMAGE TO VEGETATION OUTSIDE CONSTRUCTION WORK ZONES AND SHALL RESTORE AT NO COST TO THE CITY ANY AREAS

THE CONTRACTOR SHALL NOT DISTURB GRASSING OR LANDSCAPING OUTSIDE CONSTRUCTION WORK ZONES. THE CONTRACTOR SHALL BE24.

AND MAINTAINED AROUND ALL TREES THAT ARE TO BE PROTECTED AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER.

PLANS TO BE REMOVED SHALL BE PROTECTED TO THE MAXIMUM EXTENT PRACTICABLE. TREE PROTECTION BARRICADES SHALL BE INSTALLED

LIABLE FOR DAMAGE TO VEGETATION ON PROPERTIES ADJACENT TO CONSTRUCTION WORK ZONES. ALL TREES THAT ARE NOT IDENTIFIED ON THE

THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES AND LANDSCAPING ON ADJACENT PROPERTIES, AND WILL BE SOLELY23.

EXISTING FENCE. THE TEMPORARY FENCE SHALL REMAIN IN PLACE UNTIL THE PERMANENT FENCE IS INSTALLED.PRIOR TO REMOVAL OF THE

UNACCEPTABLE REDUCTION IN SECURITY OR SAFETY, THE CONTRACTOR SHALL INSTALL A TEMPORARY FENCE AS DIRECTED BY THE ENGINEER

AND TO ENSURE THE SAFETY OF PETS, ANIMALS AND CHILDREN. IF IN THE OPINION OF THE ENGINEER, REMOVAL OF A FENCE WILL RESULT IN AN

THE CONTRACTOR SHALL EXERCISE DUE CARE IN THE REMOVAL OF EXISTING FENCES TO MAINTAIN SECURITY AT THE AFFECTED PROPERTIES22.

CONSTRUCTION ACTIVITIES ARE TO BE REPLACED WITH NEW FENCING MATERIAL OF THE SAME TYPE THAT WAS REMOVED.

REUSE THE FENCING MATERIAL THAT WAS REMOVED IF IT IS UNDAMAGED BY CONSTRUCTION ACTIVITIES. ALL FENCES DAMAGED BY

DIRECTED BY THE ENGINEER. THE CONTRACTOR MAY, AT HIS OPTION, USE NEW FENCING MATERIAL OF THE SAME TYPE THAT WAS REMOVED OR

ALL FENCES IN CONFLICT WITH CONSTRUCTION SHALL BE REMOVED AND REPLACED IN THEIR ORIGINAL LOCATIONS OR IN OTHER LOCATIONS AS21.

MUST BE COORDINATED WITH THE AFFECTED PROPERTY OWNERS AND RESIDENTS.

ACCESS BY PROPERTY OWNERS AND RESIDENTS TO THEIR PROPERTY SHALL BE MAINTAINED AT ALL TIMES., AND ANY BARRICADING OF ACCESS

THE CONTRACTOR SHALL PUT FORTH EVERY REASONABLE EFFORT TO MINIMIZE DISRUPTION AND DISTURBANCE OF ADJACENT PROPERTIES. 20.

ALL SIDEWALKS AND CURB RAMPS REMOVED DURING CONSTRUCTION SHALL BE RECONSTRUCTED TO MEET CURRENT ADA STANDARDS.19.

EXISTING CONCRETE AND ASPHALTIC CONCRETE DRIVEWAYS AND SIDEWALKS SHALL BE SAW-CUT AS REQUIRED FOR CONSTRUCTION.18.

GRADE AND FILLED WITH COMPACTED SAND.

ALL STORM MANHOLES OR STRUCTURES DESIGNATED TO BE ABANDONED IN PLACE SHALL BE REMOVED TO A MINIMUM OF THREE FEET BELOW17.

REPAIRED OR REPLACED WITH THE SAME TYPE AND MATERIAL AT NO COST TO THE CITY.

CURBS, ETC., THAT ARE TO REMAIN ARE THE RESPONSIBILITY OF THE CONTRACTOR, AND IF DAMAGED DURING CONSTRUCTION SHALL BE

UNLESS OTHERWISE NOTED ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. ALL DRAINAGE STRUCTURES, PIPES, PAVEMENT, SIDEWALKS, ALL EXISTING DRAINAGE STRUCTURES AND PIPES, PAVEMENT, SIDEWALKS, CURBS, ETC., WITHIN THE LIMITS OF CONSTRUCTION ARE TO REMAIN16.

NO TRENCHES WILL BE ALLOWED TO REMAIN OPEN OVERNIGHT.15.

DRAINAGE RIGHTS-OF-WAY, PERMANENT DRAINAGE AND/OR UTILITY EASEMENTS, AND TEMPORARY CONSTRUCTION EASEMENTS.

LIMITS OF CONSTRUCTION ARE DEFINED IN THE PLANS AND CONSIST OF ROADWAY RIGHTS-OF-WAY, CITY OF TALLAHASSEE PROPERTIES, 14.

OUTSIDE OF PIPE.

WHERE THE REQUIRED MINIMUM SEPARATION BETWEEN UTILITIES IS SPECIFIED, THE DISTANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO13.

CONSTRUCTION AREAS SO THE TOPS ARE FLUSH WITH FINISHED PAVEMENT OR WITH FINISHED GRADE IN UNPAVED AREAS.

ARE TO REMAIN IN SERVICE. PRIOR TO COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES WITHIN

THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL VALVE BOXES ON GAS AND WATER MAINS WITHIN THE LIMITS OF CONSTRUCTION THAT12.

DRAWINGS OR DIRECTED BY THE ENGINEER.

ALL UTILITIES IN CONFLICT WITH CONSTRUCTION ARE TO BE ADJUSTED OR RELOCATED BY OTHERS UNLESS NOTED OTHERWISE ON THE 11.

OR ADJUSTMENT.

ACTIVITIES TAKE PLACE NEAR GAS MAINS. A MINIMUM OF 72 HOURS NOTICE SHALL BE PROVIDED FOR ANY REQUEST FOR GAS MAIN EXPOSURE

OF GAS MAINS, AS REQUIRED BY CHAPTER 77-153 OF THE FLORIDA STATUTES. A GAS DEPARTMENT INSPECTOR SHALL BE ON SITE WHEN WORK

THE CONTRACTOR SHALL NOTIFY THE GAS UTILITY (850-891-5100) A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION IN THE VICINITY10.

A MINIMUM OF TWO WEEKS PRIOR TO CONSTRUCTION IN THE VICINITY OF THEIR FACILITIES.

24-HOUR NOTICE ALSO SHALL BE PROVIDED TO THE TALLAHASSEE FIRE DEPARTMENT. THE CONTRACTOR SHALL NOTIFY THE ELECTRIC UTILITY

PROVIDER AND SHALL PROVIDE A MINIMUM 24-HOUR NOTICE TO THE AFFECTED PARTIES. IN THE CASE OF A WATER MAIN SHUT DOWN, A MINIMUM

PRIOR TO ANY SCHEDULED INTERRUPTION OF UTILITY SERVICE, THE CONTRACTOR SHALL COORDINATE SUCH INTERRUPTION WITH THE UTILITY9.

850-412-5124 (ELECTRICAL)FAMU

251-662-1170SOUTHERN LIGHT (COMMUNICATIONS)

850-242-9087AT&T (COMMUNICATIONS)

850-599-1502CENTURYLINK (TELEPHONE)

850-574-4060 COMCAST (CABLE TELEVISION)

850-891-6107CITY OF TALLAHASSEE/SEWER UTILITY

850-891-6107CITY OF TALLAHASSEE/WATER UTILITY

850-891-5100CITY OF TALLAHASSEE/GAS UTILITY

850-891-5091CITY OF TALLAHASSEE/ELECTRICAL UTILITY

811 OR 800-432-4770 (5 DAYS NOTIFICATION PRIOR TO CONSTRUCTION)SUNSHINE STATE ONE-CALL OF FLORIDA

THE LIST MAY NOT INCLUDE ALL UTILITIES IN THE AREA.

AVOID DAMAGE. THE FOLLOWING UTILITIES SHOULD BE CONTACTED FOR INFORMATION CONCERNING TYPE AND LOCATION OF THEIR FACILITIES.

SHALL MAKE HIS/HER OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS NECESSARY TO ESTABLISH THEIR LOCATIONS AND

AREA, EITHER IN SERVICE OR ABANDONED, OR SHOW THE UTILITIES IN THE CORRECT HORIZONTAL OR VERTICAL LOCATIONS. THE CONTRACTOR

RECORDS, AND SURVEYED FIELD INFORMATION. THE INFORMATION MAY NOT REFLECT ACTUAL CONDITIONS, INCLUDE ALL UTILITIES IN THE

TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS BASED ON INFORMATION PROVIDED BY THE UTILITY OWNERS, AVAILABLE

THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING 8.

850-245-2572 (FAX)

850-245-2555 (OFFICE)

TALLAHASSEE, FLORIDA 32399

3900 COMMONWEALTH BLVD.

FDEP, BUREAU OF SURVEY AND MAPPING, MS 100

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND:

ANY NATIONAL GEODETIC SURVEY MONUMENT WITHIN THE LIMITS OF CONSTRUCTION MUST BE PROTECTED. IF IN DANGER OF DAMAGE, THE7.

REPLACING AND CERTIFYING PROPERTY CORNERS AND MONUMENTS WILL BE INCLUDED IN THE PAYMENT FOR MOBILIZATION.

AND CERTIFIED BY A PROFESSIONAL SURVEYOR AND MAPPER REGISTERED IN THE STATE OF FLORIDA. ALL COSTS FOR PRESERVING, DURING CONSTRUCTION. IF A PROPERTY CORNER OR MONUMENT IS DESTROYED OR DISTURBED, THE CONTRACTOR SHALL HAVE IT REPLACED

THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL PROPERTY CORNERS AND MONUMENTS SHOWN ON THE DRAWINGS OR FOUND6.

SITE AS MAY BE NECESSARY TO DETERMINE THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED.

BE ENCOUNTERED IN CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE SUCH EXAMINATION OF THE

THIS INFORMATION MAY NOT ACCURATELY REFLECT ACTUAL SOIL CONDITIONS AS TO THE DEPTH, EXTENT OR CHARACTER OF THE MATERIAL TO

GEOTECHNICAL INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FOR USE IN ESTABLISHING DESIGN CRITERIA FOR THE PROJECT.. 5.

MOBILIZATION.

OF THE ENGINEER FOR RESOLUTION PRIOR TO ISSUANCE OF THE NOTICE TO PROCEED. PAYMENT SHALL BE INCLUDED IN THE PAY ITEM FOR

AND THE CONTROL POINTS AND BENCH MARK ELEVATIONS PROVIDED BY THE ENGINEER SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION

PROFESSIONAL SURVEYOR AND MAPPER REGISTERED IN THE STATE OF FLORIDA. SIGNIFICANT INCONSISTENCIES BETWEEN THE FIELD NOTES

ELEVATIONS OF ALL ADDITIONAL BENCHMARKS TO BE USED IN CONSTRUCTING THE PROJECT. THE SURVEY SHALL BE SIGNED AND SEALED BY A

ALSO ESTABLISH THE LOCATION AND DESCRIPTION OF ALL ADDITIONAL REFERENCE POINTS AND THE LOCATIONS, DESCRIPTIONS, AND

THE PRECONSTRUCTION SURVEY SHALL VERIFY THE CONTROL POINTS AND BENCH MARK ELEVATIONS PROVIDED BY THE ENGINEER AND SHALL4.

PREPARING, UPDATING AND SUBMITTING THE SCHEDULE SHALL BE INCLUDED IN THE PAY ITEM FOR MOBILIZATION.

SUBMITTED TO THE ENGINEER NO LATER THAN THREE DAYS PRIOR TO EACH SCHEDULED MONTHLY PROGRESS MEETING. PAYMENT FOR

THE ENGINEER, AND SHALL BE UPDATED ON A MONTHLY BASIS TO REFLECT ACTUAL WORK PROGRESS. THE UPDATED SCHEDULE SHALL BE

FOR ALL SIGNIFICANT CONSTRUCTION ACTIVITIES, AND IDENTIFY ALL CONTROLLING ITEMS OF WORK. THE SCHEDULE IS TO BE APPROVED BY

THE CONSTRUCTION SCHEDULE SHALL DESCRIBE IN DETAIL HOW THE CONSTRUCTION IS TO BE PHASED, ESTABLISH START AND FINISH DATES3.

PRECONSTRUCTION SURVEY, AND SEDIMENT AND EROSION CONTROL PLAN.

THE ENGINEER FOR APPROVAL. NO WORK SHALL BEGIN PRIOR TO APPROVAL OF THE CONSTRUCTION SCHEDULE, TRAFFIC CONTROL PLAN, CONSTRUCTION SCHEDULE, A TRAFFIC CONTROL PLAN, A PRECONSTRUCTION SURVEY, AND A SEDIMENT AND EROSION CONTROL PLAN TO

AT LEAST THREE CALENDAR DAYS PRIOR TO THE PRECONSTRUCTION CONFERENCE; THE CONTRACTOR SHALL SUBMIT A TENTATIVE BASE2.

ACCORDANCE WITH THE REQUIREMENTS OF THE PERMITS OBTAINED BY THE CITY AND THOSE PERMITS OBTAINED BY THE CONTRACTOR.

THE CONTRACTOR SHALL HAVE ALL REQUIRED PERMITS IN-HAND PRIOR TO BEGINNING CONSTRUCTION, AND SHALL PERFORM ALL WORK IN 1.

GENERAL NOTES: 28. ALL DISTURBED AREAS WITHIN CONSTRUCTION WORK ZONES ARE TO BE GRASSED EXCEPT FOR AREAS THAT ARE LANDSCAPED, PAVED, OR

BELOW NORMAL WATER LEVEL. EXISTING GRASSED AREAS SHALL BE REPLANTED WITH SOD OF THE SAME GRASS TYPE AS EXISTING, UNLESS

OTHERWISE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER. CENTIPEDE SOD SHALL BE USED FOR ALL DISTURBED AREAS NOT

CURRENTLY GRASSED. REINFORCEMENT MAT SHALL BE INSTALLED BENEATH SOD PLACED ON SLOPES OF 2H:1V OR STEEPER, AND THE SOD

SHALL BE STAPLED. COSTS FOR REINFORCEMENT MAT, STAPLING, FERTILIZING, AND WATERING SHALL BE INCLUDED IN THE UNIT PRICE OF THE

PAY ITEM FOR PERFORMANCE TURF.

29.. PRIOR TO REQUESTING A FINAL INSPECTION, THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER FOUR COMPLETE SETS OF

CERTIFIED AS-BUILT RECORD DRAWINGS AND TWO COPIES OF THE DIGITAL FILES ON CD-ROM DISKS.

SUPPLEMENTAL GENERAL NOTES - STORMWATER CONSTRUCTION:

1. ALL NEW OR REPLACEMENT CONCRETE PIPES, CULVERTS AND STORM SEWERS SHALL BE CLASS III STEEL REINFORCED CONCRETE PIPE IN

ACCORDANCE WITH STANDARD SPECIFICATION 449-4 OR FDOT APPROVED POLYPROPYLENE PIPE UNLESS NOTED OTHERWISE ON THE DRAWINGS.

WHEN THE PLANS DESIGNATE A TYPE OF PIPE, THE CONTRACTOR MAY USE ONLY THE TYPE DESIGNATED. THE CONTRACTOR SHALL NOT USE A

TYPE OF PIPE NOT DESIGNATED ON THE DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. ALL PIPES SHALL BE CUT FLUSH WITH

INSIDE OF DRAINAGE STRUCTURES.

2. ALL REINFORCED CONCRETE PIPE SHALL BE INSTALLED USING SELECT BEDDING MATERIAL TO PROVIDE A FOUR-INCH MINIMUM DEPTH

FOUNDATION BENEATH THE BARREL OF THE PIPE AND FOR BACKFILL UP TO THE SPRINGLINE (CENTER) OF THE PIPE. BACKFILL AROUND

POLYPROPYLENE PIPE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER’S SPECIFICATIONS.

3. ALL JOINTS OF CONCRETE PIPES, CULVERTS, AND STORM DRAINS SHALL HAVE A FILTER FABRIC JACKET AS DETAILED ON STANDARD INDEX NO.

280 UNLESS NOTED OTHERWISE ON THE DRAWINGS OR DIRECTED BY THE ENGINEER.

4. ALL PIPE CULVERTS AND STORM DRAINS 48-INCHES OR LESS IN DIAMETER SHALL BE VIDEOTAPED IN ACCORDANCE WITH SECTION 430-4.8 OF

THE STANDARD SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

5. ALL CURB INLETS, DITCH BOTTOM INLETS, AND MANHOLES SHALL HAVE TRAFFIC BEARING FRAMES AND COVERS OR GRATES MEETING HS-20

LOADING REQUIREMENTS UNLESS OTHERWISE SHOWN ON THE PLANS.

6. ALL STORM DRAIN COVERS SHALL BE TYPE USF TJ (U.S. FOUNDRY NO. 8017195), NPR15-728 (EJ GROUP, INC. COVER NO. 3062A2), OR APPROVED

EQUAL.

7. ALL TYPE J STRUCTURE BOTTOMS SHALL HAVE A MINIMUM 6’-0” WALL HEIGHT WHEN POSSIBLE.

8. ALL GRATES SHALL BE CHAINED AND LOCKED IN ACCORDANCE WITH STANDARD INDEX NO. 201. COST OF EYEBOLTS AND CHAIN SHALL BE

INCLUDED IN THE CONTRACT UNIT PRICE FOR THE STRUCTURES.

9. UTILITIES IN CONFLICT WITH THE INSTALLATION OF A NEW STORM DRAIN ARE TO BE ADJUSTED OR RELOCATED TO ELIMINATE THE CONFLICT. IF THE CONFLICT CANNOT BE REASONABLY AVOIDED, A CONFLICT STRUCTURE WITH ACCESS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD INDEX NO. 307 WITH THE EXCEPTION THAT FOR UTILITY CONFLICT CONDITION II (PRESSURE OR FLUID CARRIER INSTALLATIONS), A CARRIER PIPE IS NOT REQUIRED IF DUCTILE IRON PIPE IS USED FOR THE UTILITY AND NO PIPE JOINTS ARE LOCATED WITHIN THE CONFLICT STRUCTURE. “NOTCHING” OF A STORM DRAIN PIPE OR STRUCTURE TO ACCOMMODATE A UTILITY SHALL NOT BE ALLOWED. NO UTILITY SHALL BE INSTALLED THROUGH ANY PORTION OF A STORM DRAIN PIPE WITHOUT A CONFLICT STRUCTURE.

SUPPLEMENTAL GENERAL NOTES - TRAFFIC CONTROL:

1. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN THAT DESCRIBES THE MEASURES TO BE EMPLOYED DURING CONSTRUCTION TO WARN MOTORISTS AND PEDESTRIANS OF HAZARDS, TO ADVISE MOTORISTS OF THE PROPER TRAVEL PATH THROUGH OR AROUND THE WORK AREA, TO DELINEATE AREAS WHERE TRAFFIC SHOULD NOT OPERATE, AND TO SEPARATE AND PROTECT MOTORISTS, PEDESTRIANS, AND THE WORK FORCE DURING ALL PHASES OF THE WORK. THE PLAN SHALL ALSO CONSIDER ACCESS TO BUSINESSES WITHIN THE CONSTRUCTION AREA AND PROVIDE BUSINESS ENTRANCE SIGNS TO ROUTE MOTORISTS TO DESIGNATED PARKING AREAS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE TRAFFIC CONTROL PLAN FROM CITY OF TALLAHASSEE TRAFFIC MOBILITY MANAGEMENT SECTION PRIOR TO BEGINNING CONSTRUCTION.

PAYMENT FOR PREPARING AND SUBMITTING THE TRAFFIC CONTROL PLAN AND FOR ANY MODIFICATIONS TO THE TRAFFIC CONTROL PLAN DURING

CONSTRUCTION SHALL BE INCLUDED IN THE PAY ITEM FOR MOBILIZATION.

2. ACCESS TO BUSINESS AND RESIDENTIAL DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.

3. NO ROADWAYS (INCLUDING COUNTY ROADS) SHALL BE CLOSED WITHOUT PRIOR APPROVAL OF CITY OF TALLAHASSEE TRAFFIC MOBILITY

MANAGEMENT SECTION.

4. ALL TRAFFIC CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND/OR THE

FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS.

5. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE THE START OF CONSTRUCTION ON AFFECTED ROADWAYS.

6. WARNING LIGHTS SHALL BE USED ON BARRICADES DURING HOURS OF DARKNESS IN ACCORDANCE WITH INDEX NO. 600.

SUPPLEMENTAL GENERAL NOTES - SEDIMENT AND EROSION CONTROL:

1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PREVENTION, CONTROL, AND ABATEMENT OF EROSION, WATER POLLUTION, AND

THE TRANSPORTATION OF ERODED MATERIALS OFF SITE.

2. THE CONTRACTOR SHALL PREPARE A SEDIMENT AND EROSION CONTROL PLAN TO ACCOMPANY THE STORMWATER POLLUTION PREVENTION PLAN INCLUDED IN THE PLANS. THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE PREPARED IN ACCORDANCE WITH THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL AND SHALL BE SPECIFIC TO THE MEANS, METHODS, AND SEQUENCE OF CONSTRUCTION TO BE EMPLOYED BY THE CONTRACTOR AND SHALL IDENTIFY THE TYPES AND LOCATIONS OF CONTROLS THAT ARE TO BE IMPLEMENTED DURING EACH PHASE OF CONSTRUCTION AS SHOWN ON THE APPROVED CONSTRUCTION SCHEDULE TO MINIMIZE EROSION, PREVENT THE TRANSFER OF ERODED MATERIALS ONTO ANY OFF SITE PARCEL OR INTO ANY RECEIVING WATER, AND PREVENT VIOLATING STATE AND/OR FEDERAL PERMIT REQUIREMENTS. THE SEDIMENT AND EROSION CONTROL PLAN SHALL DESCRIBE BUT NOT BE LIMITED TO THE

FOLLOWING ITEMS FOR EACH PHASE OF CONSTRUCTION OPERATIONS OR ACTIVITIES:

A. TYPES AND LOCATIONS OF ALL EROSION CONTROL DEVICES

B. ESTIMATED TIME EROSION CONTROL DEVICES WILL BE IN OPERATION

C. SCHEDULES FOR MONITORING AND MAINTAINING EROSION CONTROL DEVICES

D. METHODS OF MAINTAINING EROSION CONTROL DEVICES

E. METHODS FOR CONTAINMENT OR REMOVAL OF POLLUTANTS OR HAZARDOUS WASTES

F. NAME AND PHONE NUMBERS OF THE PERSON RESPONSIBLE FOR MONITORING AND MAINTAINING THE EROSION CONTROL DEVICES

PAYMENT FOR PREPARING AND SUBMITTING THE SEDIMENT AND EROSION CONTROL PLAN AND FOR ANY MODIFICATIONS TO THE SEDIMENT AND EROSION CONTROL PLAN DURING CONSTRUCTION SHALL BE INCLUDED IN THE PAY ITEM FOR MOBILIZATION.

3. NO CONSTRUCTION ACTIVITIES SHALL BEGIN UNTIL THE SEDIMENT AND EROSION CONTROL PLAN HAS RECEIVED WRITTEN APPROVAL FROM THE

ENGINEER.

4. THE CONTRACTOR SHALL UPDATE THE SEDIMENT AND EROSION CONTROL PLAN WHENEVER THERE IS A CHANGE IN CONSTRUCTION SEQUENCE OR ACTIVITIES THAT HAS A SIGNIFICANT EFFECT ON THE POTENTIAL FOR THE DISCHARGE OF POLLUTANTS OFF SITE OR INTO ANY RECEIVING

WATER AND SHALL SUBMIT THE UPDATED PLAN FOR REVIEW AND APPROVAL BY THE ENGINEER.

5. EROSION AND SEDIMENT CONTROLS SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION AND SHALL BE IN PLACE BEFORE

DISTURBING SOIL UPSTREAM OF THE CONTROL.

6. FIELD CONDITIONS MAY REQUIRE THE USE OF ADDITIONAL TYPES AND QUANTITIES OF SEDIMENT AND EROSION CONTROL DEVICES DURING

CONSTRUCTION AS DETERMINED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER.

7. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES PRIOR TO SUSPENSION OF WORK ACTIVITIES EACH DAY, IMMEDIATELY AFTER EACH RAINFALL, AND AT LEAST DAILY DURING PROLONGED RAINFALL TO ENSURE THAT THE DEVICES ARE PROPERLY LOCATED AND MAINTAINED FOR EFFECTIVENESS. ANY REQUIRED REMEDIAL ACTION SHALL BE PERFORMED IMMEDIATELY.

8. SEDIMENT TRAPPED BY THE EROSION CONTROL DEVICES IS TO BE REMOVED BY THE CONTRACTOR AFTER EACH RAIN STORM.

9. THE AMOUNT OF AREA DISTURBED AT ONE TIME SHALL BE LIMITED TO THE MINIMUM NECESSARY TO ADEQUATELY IMPLEMENT THE WORK.

CONSTRUCTION OPERATIONS SHALL BE CONTROLLED TO MINIMIZE UNPROTECTED AREAS EXPOSED TO WEATHER, AND AREAS OUTSIDE THE

LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED.

10. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE WASHED AWAY BY HIGH WATER OR BY STORMWATER RUNOFF, AND STOCKPILES SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES.

11. DURING THE INSTALLATION OF STORM DRAIN OR UTILITY PIPING, SYNTHETIC BALE BARRIERS SHALL BE PLACED BELOW THE WORK ZONES TO AID

IN CONTROLLING THE TRANSFER OF ERODED MATERIAL OFF SITE.

12. NEW AND EXISTING DRAINAGE STRUCTURES SHALL BE PROTECTED FROM SILTATION DURING CONSTRUCTION. BARRIERS SHALL BE PLACED AROUND ALL INCOMPLETE STORMWATER INLETS AND MANHOLES DURING CONSTRUCTION. CURB INLET FILTERS SHALL BE PLACED ACROSS THE

THROATS OF ALL EXISTING AND COMPLETED CURB INLETS.

13. EXISTING FLOW CAPACITY SHALL BE MAINTAINED IN THE DRAINAGE SYSTEMS TO CONVEY RUNOFF FROM RAIN STORMS THAT OCCUR DURING CONSTRUCTION. EXISTING DRAINAGE PIPES NOTED TO BE PLUGGED OR REMOVED SHALL REMAIN IN SERVICE UNTIL FLOWS CAN BE DIVERTED TO THE NEW DRAINAGE SYSTEM. WHERE NEW PIPES ARE TO BE INSTALLED IN CLOSE PROXIMITY TO EXISTING PIPES THAT ARE TO BE REMOVED, PROVISIONS SHALL BE MADE TO DIVERT FLOWS FROM THE EXISTING PIPES TO THE NEW PIPES PRIOR TO RAIN STORMS. TEMPORARY PIPES SHALL BE PLACED FOR THIS PURPOSE PRIOR TO SUSPENSION OF WORK ACTIVITIES EACH DAY.

14. NO MORE THAN 500 FEET OF STORM DRAIN OR UTILITY PIPING SHALL BE INSTALLED WITHOUT BACKFILLING AND COMPACTING THE PIPE TRENCH.

TREE MITIGATION ACTIVITIES AND OPERATIONS SHALL BE INCLUDED IN THE BID ITEM FOR MOBILIZATION.

CONSTRUCTION IMPACTS SHALL BE INCLUDED IN THE BID ITEM FOR CLEARING AND GRUBBING. THE COST OF ALL ARBORIST SERVICES AND ALL TREE REMOVAL IS WARRANTED, THE CITY WILL DIRECT THE CONTRACTOR TO REMOVE THE TREE. THE COST TO REMOVE ANY TREE DAMAGED BY IMPACTS AND THAT TREE REMOVAL IS WARRANTED, THE ARBORIST WILL IMMEDIATELY NOTIFY THE CITY. SHOULD THE CITY DETERMINE THAT HEALTH OF THE TREES. SHOULD THE ARBORIST DETERMINE THAT MITIGATION EFFORTS WILL NOT BE SUFFICIENT TO OFFSET CONSTRUCTION SERVICES. MITIGATION ACTIVITIES INCLUDE LIMB PRUNING, ROOT CUTTING, WATERING, AND OTHER OPERATIONS NEEDED TO PRESERVE THE ACTIVITIES DURING ALL CONSTRUCTION OPERATIONS WITHIN THE CPZ OF THE TREES IDENTIFIED AS THOSE REQUIRING CERTIFIED ARBORIST THE CONTRACTOR SHALL PROVIDE THE SERVICES OF A CERTIFIED ARBORIST TO BE ON-SITE TO DIRECT TREE PROTECTION AND MITIGATION 3.

WITH A HANDSAW A REASONABLE DISTANCE FROM THE ORIGINAL CUT AND BACKFILLED IMMEDIATELY TO AVOID SOIL OR ROOT DEHYDRATION.

PEAT MOSS UNTIL THE TRENCH CAN BE FILLED. WHEN IT IS NOT POSSIBLE TO BACKFILL IN THE SAME DAY, THE ROOTS SHALL BE FRESHLY CUT EXCAVATION SHALL BE CLEANLY CUT WITH A HANDSAW AND COVERED IMMEDIATELY WITH SOIL OR KEPT MOISTENED WITH WET BURLAP OR ALL TREE ROOTS 3/4" IN DIAMETER AND LARGER OF TREES TO BE PROTECTED OR PRESERVED THAT ARE EXPOSED DURING TRENCHING AND2.

OF ANY CONSTRUCTION ACTIVITY, AND THE FENCING SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.

BARRICADE FENCING SHALL BE INSTALLED AT OR NEAR THE CRITICAL PROTECTION ZONE OF EACH TREE TO BE PROTECTED PRIOR TO INITIATION1.

SUPPLEMENTAL GENERAL NOTES - TREE PROTECTION:

DEPARTMENT FOR ALL STOCKPILE AND CONSTRUCTION STAGING AREAS LOCATED OUTSIDE THE LIMITS OF CONSTRUCTION.

THE CONTRACTOR SHALL OBTAIN AN ENVIRONMENTAL MANAGEMENT PERMIT FROM THE CITY OF TALLAHASSEE GROWTH MANAGEMENT17.

ARE IN PLACE AND ESTABLISHED.

CONTROL MEASURES SHALL BE INSTALLED. ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT MEASURES

NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSIONWHEN IT IS PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER FINAL GRADING.16.

NO CASE MORE THAN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THOSE PORTIONS OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.

STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICABLE, BUT IN15.

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DISTURBED BY TREE REMOVAL ACTIVITIES TO AS GOOD OR BETTER CONDITION AS EXISTED PRIOR TO REMOVAL.

AND COMPACT HOLES OR VOIDS CREATED BY THE REMOVAL OF THE STUMPS, AND RESTORE ALL AREAS

WILL BEAR THE COST OF REPLACING THE CURB AND SIDEWALK. PROVIDE ACCEPTABLE FILL MATERIAL, GRADE

REMOVED WITHOUT DAMAGING THE CURB AND/OR SIDEWALK, IT WILL BE NOTED ON THE PLANS, AND THE CITY

REPLACE SAME AT HIS/HER OWN EXPENSE. IF THE ENGINEER DETERMINES THAT THE STUMP CANNOT BE

OTHER MEANS THAN A "STUMP ROUTER" AND DAMAGES THE CURB AND SIDEWALK, THE CONTRACTOR SHALL

CURB AND SIDEWALK IS IN GOOD CONDITION AT THE STUMP AND THE CONTRACTOR REMOVED THE STUMP BY

REMOVED BY A "STUMP ROUTER" OR ANY OTHER MANNER AS APPROVED BY THE ENGINEER. IF THE PORTION OF

SHALL BE REMOVED TO A MINIMUM DEPTH OF SIX INCHES (6") BELOW FINISHED GRADE. THE STUMPS SHALL BE

REPLACE THE DAMAGED PORTIONS AT HIS/HER OWN EXPENSE AS DIRECTED BY THE ENGINEER. ALL STUMPS

SIDEWALK, WALL, STREET, ETC., IS DAMAGED DURING THE REMOVAL OF A TREE, THE CONTRACTOR SHALL

BRANCHES, FOLIAGE, ETC., FROM THE CONSTRUCTION SITE AS SOON AS THE TREE HAS BEEN CUT. IF ANY CURB, UTILITIES, PUBLIC AND PRIVATE PROPERTIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING

COMPLETELY "TOPPED" IN AN ACCEPTABLE MANNER APPROVED BY THE ENGINEER SO AS TO PROTECT ALL

ALL REMNANTS OFFSITE, AND RESTORE THE AREA DISTURBED BY THESE ACTIVITIES. THE TREE SHALL BE

13. THE COST OF TREE REMOVAL INCLUDES ALL COSTS TO REMOVE THE TREE, GRIND THE STUMP, DISPOSE OF

PAY ITEM. THE ASPHALT MILLINGSTRUCTURES IS INCLUDED IN THE PAYMENT FOR

12. THE COST FOR ADJUSTING WATER, SEWER, GAS AND STORMWATER MANHOLES, VALVE COVERS AND OTHER

THE EXISTING CONDITIONS INCLUDING MATCHING SAW CUTS AND JOINTS.

DRIVEWAYS. ALL REPLACED CONCRETE SURFACES (SIDEWALKS, CURB AND GUTTER ITEMS, ETC) SHALL MATCH

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 522 CONCRETE SIDEWALK AND

REQUIRED. THE MISCELLANEOUS CONCRETE ITEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT

SEWER OR WATER SERVICES CONSTRUCTION IS INCLUDED IN THE ITEM UNIT PRICE FOR WHICH RESTORATION IS

OTHER CONCRETE ITEMS OF VARIOUS THICKNESS) NECESSARY AS A RESULT OF FIRE HYDRANTS, SANITARY

RESTORATION (INCLUDING BUT NOT LIMITED TO CURB & GUTTER ITEMS, SIDEWALKS, DRIVEWAYS, APRONS, OR

LOCATIONS DESIGNATED IN THE PLANS OR AS DIRECTED BY CITY INSPECTOR. ALL OTHER CONCRETE

11. MISCELLANEOUS CONCRETE SURFACE PAY ITEM IS PROVIDED TO REPAIR VARIOUS CONCRETE SURFACES AT

ARE INCLUDED IN THE COST TO FURNISH AND INSTALL THE MANHOLES. NO SEPARATE PAYMENT SHALL BE MADE.

10. THE COST FOR THE ADJUSTMENT OF NEW SEWER MANHOLES TO ACCOMMODATE THE PAVING OPERATIONS

MAINTAINING, AND REMOVING THE SIGNS WILL BE INCLUDED IN THE COSTS FOR MOBILIZATION.

PLACEMENT. REMOVE THE SIGNS UPON COMPLETION OF THE WORK. ALL COSTS FOR FURNISHING, PLACING, OWNER, AND THE CONTRACTOR. THE ENGINEER WILL APPROVE THE CONTENTS OF THE SIGNS PRIOR TO

CONTAIN THE PROJECT NAME, CONSTRUCTION COST, AND THE NAMES AND TELEPHONE NUMBERS OF THE

BE A DOUBLE COLUMN GROUND SIGN OF DURABLE MATERIAL APPROXIMATELY 36 BY 48 INCHES IN SIZE, AND WILL

9. FURNISH AND INSTALL PROJECT SIGNS AT LOCATIONS TO BE DETERMINED BY THE ENGINEER. EACH SIGN WILL

APPROVAL BEFORE INSTALLATION OF THE SIGNS.

CONSTRUCTION. THE PRE-CONSTRUCTION MESSAGE SHALL BE PROVIDED TO THE CITY FOR REVIEW AND

THE DURATION OF CONSTRUCTION. THE SIGNS SHALL BE PLACED TWO WEEKS PRIOR TO THE BEGINNING OF

8. PLACE A CHANGEABLE MESSAGE SIGN AT EACH END OF THE PROJECT LIMITS AND MAINTAIN THOSE SIGNS FOR

NOT PERFORM THE MITIGATION.

TREES TO ENSURE PROPER TREE IMPACT MITIGATION MEASURES ARE IMPLEMENTED. THE CITY'S ARBORIST WILL

NOTIFY THE CITY CERTIFIED ARBORIST PRIOR TO AND DURING EXCAVATION ACTIVITIES WITHIN THE CPZ OF ALL

7. THE CITY WILL HAVE A CERTIFIED ARBORIST ON STAFF FOR THIS PROJECT. THE CONTRACTOR IS REQUIRED TO

BE REPLACED AS THE LAST STEP OF RESTORED GRADES TO FACILITATE NATURAL RE-VEGETATION.

FROM THE EXCAVATION OF THE TRENCH FOR THE UTILITY LINE. THE UPPER LAYER OF THE SOIL HORIZON SHALL

(6”-12”) OF THE SOIL HORIZON SHALL INITIALLY BE SCRAPED AND SEGREGATED INTO A SPOIL BANK RESULTING

6. FOR A TRENCH WITH A TOP WIDTH GREATER THAN THREE FEET IN HERBACEOUS WETLANDS, THE UPPER LAYER

MATERIAL ONLY. NO SELECT FILL SHALL BE USED WITHIN THE WETLAND LIMITS.

SHALL BACKFILL THE AREAS WITHIN THE WETLAND LIMITS, AS DEFINED ON THIS PLAN, WITH EXCAVATED

5. SPOIL SHALL NOT BE WASTED ON SITE DUE TO THE PRESENCE OF REGULATED FLOODPLAIN.THE CONTRACTOR

PERFORMED FOR THIS CONTRACT.

4. NO GEOTECHNICAL EXPLORATIONS WERE PERFORMED FOR THIS CONTRACT. NO PAVEMENT CORES WERE

.PERMANENT REFERENCE NETWORK) BASE STATION (TALH) BASED AT THE TALLAHASSEE INTERNATIONAL AIRPORT) FPRN (FLORIDA CONTROL IS BASED ON NAVD 1988 FROM THE CITY OF TALLAHASSEE/COUNTY BENCHMARK

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

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

TEMPORARY TRAFFIC CONTROL PLANS.

CONTRACTOR SHALL ABIDE BY THE WORK HOURS OR MORE RESTRICTIVE HOURS IMPOSED BY APPROVED CITY, ONLY FOR THE NUMBER OF DAYS WHICH THE CITY DETERMINES TO BE DUE TO SUCH ACTS.THE THE CITY. HOWEVER, THE CONTRACTOR MAY BE ENTITLED TO AN EXTENSION OF TIME FOR SUCH ACTS BY THE CONTRACTOR AGREES TO MAKE NO CLAIM FOR ADDITIONAL COMPENSATION AS A RESULT OF THIS DECISION BY ANY TIME DURING THE PROJECT DURATION FROM THOSE HOURS IDENTIFIED WITHIN THESE DOCUMENTS. THE OF-WAY. THE CITY RESERVES THE RIGHT TO LIMIT THE CONTRACTOR'S WORK AND/OR LANE CLOSURE HOURS AT OVERALL IMPACT TO THE TRAVELING PUBLIC AND BUSINESSES. NO STAGING WILL BE PERMITTED IN THE RIGHT- WILL BE PERMITTED. ROAD CLOSURES WILL BE LIMITED TO SHORT SECTIONS OF ROADWAY TO REDUCE THE OCCASIONS REQUIRING FULL USE OF THE ROADWAY. ROAD CLOSURES DURING ACTIVE CONSTRUCTION PERIODS DURING SPECIAL EVENTS (GRADUATION, HOMECOMING, ETC.), DURING EVACUATION ACTIVITIES, OR OTHER (NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY), BE PERFORMED ON DAYS OF HOME FSU/FAMU FOOTBALL OR SPRING FOOTBALL GAME WEEKENDS, HOLIDAYS

2. WORKDAY: PERFORM ALL WORK BETWEEN 7:30 A.M. AND 7:00 P.M., MONDAY THRU SATURDAY. NO WORK SHALL

TEMPORARY TRAFFIC CONTROL PLANS.

CONTRACTOR SHALL ABIDE BY THE WORK HOURS OR MORE RESTRICTIVE HOURS IMPOSED BY APPROVED CITY, ONLY FOR THE NUMBER OF DAYS WHICH THE CITY DETERMINES TO BE DUE TO SUCH ACTS.THE THE CITY. HOWEVER, THE CONTRACTOR MAY BE ENTITLED TO AN EXTENSION OF TIME FOR SUCH ACTS BY THE CONTRACTOR AGREES TO MAKE NO CLAIM FOR ADDITIONAL COMPENSATION AS A RESULT OF THIS DECISION BY DURING THE PROJECT DURATION FROM THOSE HOURS IDENTIFIED WITHIN THESE DOCUMENTS. THE CITY RESERVES THE RIGHT TO LIMIT THE CONTRACTOR'S WORK AND/OR LANE CLOSURE HOURS AT ANY TIME SECTIONS OF ROADWAY TO REDUCE THE OVERALL IMPACT TO THE TRAVELING PUBLIC AND BUSINESSES. THE FOR THE DURATION OF CONSTRUCTION WILL BE PERMITTED. ROAD CLOSURES WILL BE LIMITED TO SHORT OCCASIONS REQUIRING FULL USE OF THE ROADWAY. ROAD CLOSURES AND STAGING WITHIN THE RIGHT-OF-WAY DURING SPECIAL EVENTS (GRADUATION, HOMECOMING, ETC.), DURING EVACUATION ACTIVITIES, OR OTHER (NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY), BE PERFORMED ON DAYS OF HOME FSU/FAMU FOOTBALL OR SPRING FOOTBALL GAME WEEKENDS, HOLIDAYS

2. WORKDAY: PERFORM ALL WORK BETWEEN 7:30 A.M. AND 7:00 P.M., MONDAY THRU SATURDAY. NO WORK SHALL

TEMPORARY TRAFFIC CONTROL PLANS.

CONTRACTOR SHALL ABIDE BY THE WORK HOURS OR MORE RESTRICTIVE HOURS IMPOSED BY APPROVED CITY, ONLY FOR THE NUMBER OF DAYS WHICH THE CITY DETERMINES TO BE DUE TO SUCH ACTS. THE THE CITY. HOWEVER, THE CONTRACTOR MAY BE ENTITLED TO AN EXTENSION OF TIME FOR SUCH ACTS BY THE CONTRACTOR AGREES TO MAKE NO CLAIM FOR ADDITIONAL COMPENSATION AS A RESULT OF THIS DECISION BY DURING THE PROJECT DURATION FROM THOSE HOURS IDENTIFIED WITHIN THESE DOCUMENTS. THE CITY RESERVES THE RIGHT TO LIMIT THE CONTRACTOR'S WORK AND/OR LANE CLOSURE HOURS AT ANY TIME SECTIONS OF ROADWAY TO REDUCE THE OVERALL IMPACT TO THE TRAVELING PUBLIC AND BUSINESSES. THE OCCASIONS REQUIRING FULL USE OF THE ROADWAY. ROAD OR LANE CLOSURES WILL BE LIMITED TO SHORT DURING SPECIAL EVENTS (GRADUATION, HOMECOMING, ETC.), DURING EVACUATION ACTIVITIES, OR OTHER (NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY), BE PERFORMED ON DAYS OF HOME FSU/FAMU FOOTBALL OR SPRING FOOTBALL GAME WEEKENDS, HOLIDAYS

2. WORKDAY: PERFORM ALL WORK BETWEEN 9:00 A.M. AND 4:00 P.M., MONDAY THRU SATURDAY. NO WORK SHALL

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

1. THE IMPROVEMENTS UNDER THIS CONTRACT CONSIST OF THE INSTALLATION OF A WASTEWATER MAIN, WATER

PROJECT SPECIFIC NOTES

CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

WILL BE ISSUED. ALL AS-BUILT DRAWING PREPARATION SHALL BE INCIDENTAL TO PERFORMANCE OF THE TOTAL CITY'S INSPECTION MANAGER BEFORE REQUESTING UTILITY SERVICE AND BEFORE A FINAL ACCEPTANCE LETTER

9. ALL REQUIRED DOCUMENTATION (INCLUDING AS-BUILT DRAWINGS AND CAD FILES) MUST BE RECEIVED BY THE

8. ALL EASEMENTS RECORDED AND VERIFIED, WHEN APPLICABLE.

TERMINATION, OR OTHER DOCUMENTS AS REQUIRED BY JURISDICTIONAL AGENCIES.

7. ALL REQUIRED PERMIT DOCUMENTATION, INCLUDING ARBORIST CERTIFICATION, NPDES NOTICE OF

BY THE CONTRACTOR DURING CONSTRUCTION, OR DUE TO CONSTRUCTION ACTIVITIES.

SIDEWALKS, DRIVEWAYS, LANDSCAPING, EASEMENTS, STAGING AREAS, AND/OR ANY OTHER AREAS DISTURBED

6. COMPLETE RESTORATION OF ALL ROADWAYS (INCLUDING STRIPING, SIGNAGE, SIGNALS, LIGHTING, ETC.), ACCORDANCE WITH THE CONTRACT.

5. COPIES OF ALL TESTING RESULTS, INCLUDING ALL COMPACTION DENSITY, AND OTHER REQUIRED TESTS IN

TECHNICAL SPECIFICATIONS AND A LETTER OF ACCEPTANCE HAS BEEN ISSUED BY THE CITY UTILITY.

4. ALL SERVICES SHALL BE STAKED AND HAVE AN EMS LOCATING DEVICE PLACED IN ACCORDANCE WITH THE

MUST BE COMPLETED BEFORE THE SEWER IS PLACED INTO SERVICE.

MANHOLES AND VALVE BOXES MUST BE RAISED BEFORE THE FINAL CCTV INSPECTION OF THE SEWER, WHICH

3. ALL MANHOLES AND VALVE BOXES ARE RAISED TO THEIR FINISH ELEVATIONS WITH ASPHALT IN PLACE. ALL

WITH ALL PLUGS REMOVED AND RAIN DISHES INSTALLED (WHEN REQUIRED).

2. ALL MANHOLES ARE INSPECTED BEFORE FINAL CCTV INSPECTION OF THE SEWERS. MANHOLES ARE CLEANED, LINE WILL BE CCTV INSPECTED AFTER ANY REPAIRS TO DETERMINE IF THE DEFICIENCIES ARE CORRECTED.

INFILTRATION DISCOVERED DURING THE CLOSED CIRCUIT TV (CCTV) INSPECTIONS ARE REPAIRED. THE SEWER

1. ALL SEWER DEFICIENCIES, INCLUDING STRUCTURAL DAMAGE, DEFLECTIONS, DEBRIS, SAND, SEDIMENT, AND/OR

PAYMENT IS AUTHORIZED:

VERIFICATION TO THE CITY'S CONSTRUCTION INSPECTION MANAGER FOR REVIEW AND APPROVAL BEFORE FINAL

MANAGEMENT AND ADMINISTRATION DEPARTMENT, PROVIDE THE FOLLOWING DOCUMENTS AND/OR

IN ADDITION TO THE DOCUMENTS FOR CONTRACT CLOSE-OUT AND FINAL PAYMENT REQUIRED BY THE CITY'S

PROJECT CLOSE-OUT

DEMOLITION/ABANDONMENT.

APPURTENANCES SHALL BE INCLUDED IN THE PAY ITEM FOR SANITARY SEWER PUMP STATION OR PUMP STATION SERVICE, AND EMERGENCY BYPASS CONNECTION. THE COST FOR THE REMOVAL OF EXISTING PUMP STATION

8. AS A PART OF THE ABANDONMENT OF THE PUMP STATIONS, REMOVE THE EXISTING SCADA POLE, WATER

UNLESS OTHERWISE NOTED ON THE PLANS TO BE LANDSCAPED.

7. BACKFILL THE SITE WITH SAND LEAVING 6” LEFT FOR THE SITE TO BE TOPPED WITH TOP SOIL AND SODDED, ABANDONMENT OF THE CAN STATION.

6. FOR METAL CAN STATIONS, WELD A METAL PLATE ATOP THE CAN AT THAT DEPTH AS THE FINAL STEP IN THE

STATION DEMOLITION/ABANDONMENT.

WITH FLOWABLE FILL SHALL BE INCLUDED IN THE PAY ITEM FOR SANITARY SEWER PUMP STATION OR PUMP PEDESTRIANS FROM FALLING INTO THE OPENING. THE COST FOR THE PUMP STATION STRUCTURES TO BE FILLED ENSURE THAT THE OPENING IS PROPERLY BARRICADED BY ANY MEANS THE CONTRACTOR SEES FIT TO PREVENT HOURS TO ENSURE PROPER ABANDONMENT. DURING THIS TIME IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTRACTOR SHALL THEN THOROUGHLY ALLOW THE FLOWABLE FILL TO SETTLE OUT FOR A PERIOD OF 24 OFF/REMOVE THE TOP PORTIONS OF THE CAN STATION AT THAT LEVEL AND FILL IT WITH FLOWABLE FILL. THE

5. EXCAVATE THE PUMP STATION STRUCTURES TO A MINIMUM DEPTH OF THREE FEET BELOW GRADE, CUT

(IF THE EXISTING FORCE MAIN IS BEING ABANDONED IN PLACE) FOR A DURATION AS DIRECTED BY THE CITY.

CONTRACTOR SHALL FILL THE EXISTING WET WELL WITH POTABLE WATER AND FLUSH THE EXISTING FORCE MAIN

4. PRIOR TO THE CITY OF TALLAHASSEE REMOVING THE EXISTING STATION PUMPS AND CONTROLS, THE

AT THE TPS WATER RECLAMATION FACILITY.

CIRCLE SW AND SPRINGHILL ROAD) AND PAY ANY AND ALL EXPENSES REQUIRED TO DISPOSE OF SUCH LOAD(S) ALL COLLECTED LIQUIDS TO THE TPS WATER RECLAMATION FACILITY (LOCATED AT THE CORNER OF CAPITAL DISPOSE OF ALL LIQUIDS REMAINING IN THE WET WELL AND CAN STATION. THE CONTRACTOR SHALL TRANSPORT

3. PRIOR TO THE ABANDONMENT OF A CAN PUMP STATION AND WET WELL, THE CONTRACTOR SHALL VACUUM AND

LIMITS OF CONSTRUCTION.

2. ADJUST TO FINAL GRADE ALL SEWER VALVE BOXES, AND AIR RELIEF VALVE VAULTS/MANHOLES WITHIN THE

APPURTENANCES.

IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO THE SERVICE DROP AND POLE, SCADA POLE, METER SET AND THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING, FURNISHING AND INSTALLING ALL ELECTRICAL

1. ALL ELECTRICAL IMPROVEMENTS SHALL BE COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

PUMP STATION AND FORCE MAINS

INSPECTIONS.

FULL COMPENSATION FOR SUCH INSTALLATIONS. PIPE BURSTING REQUIRES PRE AND POST CONSTRUCTION TV OR OTHER TECHNIQUES ACCEPTABLE TO THE CITY, UNLESS OTHERWISE SPECIFIED. THE BID PRICE SHALL BE

5. SANITARY SEWER LATERALS THAT ARE TO BE CONSTRUCTED MAY BE INSTALLED BY OPEN-CUT, PIPE BURSTING

OUT OF SERVICE IS INCIDENTAL TO PAY ITEMS FOR SERVICE LATERALS FOUND IN THE CONTRACT.

SERVICES WITH GROUT TO PLACE THEM OUT-OF-SERVICE. THE COST OF PLACING INACTIVE SEWER LATERALS UNLESS OTHERWISE DIRECTED BY THE CITY. PLUG INFLUENT AND EFFLUENT ENDS OF INACTIVE SEWER ACTIVE SEWER LATERALS. ADJUST AND RECONNECT LATERALS AT THEIR FIELD-VERIFIED LOCATIONS AND SIZES, PIPELINE INSPECTIONS CONDUCTED BY THE CITY. FIELD-VERIFY THE SIZE, MATERIAL AND LOCATION OF EXISTING

4. THE PLANS SHOW APPROXIMATE LOCATIONS OF ACTIVE AND INACTIVE SEWER SERVICE LATERALS, BASED ON

SEWER STRUCTURES AND PIPING.

AND FILLED WITH EXCAVATABLE FLOWABLE FILL. THE COST IS INCIDENTAL TO PAY ITEMS FOR NEW SANITARY UNLESS OTHERWISE NOTED. EXISTING STRUCTURES SHALL BE REMOVED THREE FEET BELOW FINISHED GRADE OUT-OF-SERVICE (IN PLACE) SHALL BE PLUGGED AT INFLUENT AND EFFLUENT ENDS WITH MASONRY PLUGS

3. EXISTING SANITARY SEWER PIPING AND STRUCTURES THAT ARE DESIGNATED ON THE PLANS TO BE PLACED

PIPING.

SANITARY SEWER FACILITIES. THE COST IS INCIDENTAL TO PAY ITEMS FOR NEW SANITARY STRUCTURES AND

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

SEWER STRUCTURES AND PIPING.

ANY OTHER METHOD APPROVED BY THE CITY. THE COST IS INCIDENTAL TO PAY ITEMS FOR NEW SANITARY WASTEWATER FLOW DIVERSION MAY CONSIST OF BY-PASS PUMPING, PUMPS, TRUCKS AND TRANSPORTATION; OR FLOW DIVERSION, AS NEEDED, TO MAINTAIN CONTINUOUS SANITARY SEWER SERVICE DURING CONSTRUCTION.

1. MAINTAIN WASTEWATER COLLECTION SERVICE TO ALL CUSTOMERS AT ALL TIMES. PROVIDE WASTEWATER

WASTEWATER MAINS

ALLOWED IN METER BOXES.

OTHER SIMILAR SITUATION THAT MAY FILL THE BOX WITH WATER AND/OR MUD. NO STANDING WATER WILL BE ETC.; THERE WILL BE NO BOXES IN SWALES, UNDER DOWN SPOUTS, NEXT TO CONDENSATE DRAINS OR ANY

6. SET METER BOXES TO REPAIR LEAKS WITHOUT DIGGING UP SIDEWALKS, PAVEMENT, WALLS, SPRINKLER LINES, METERS AT A TAP.

IS THE CONTRACTOR'S RESPONSIBILITIES TO FIELD INSPECT AND DETERMINE THE LOCATION AND NUMBER OF ONE METER AT A TAP, A NEW MANIFOLD WILL BE BUILT AND INSTALLED PER THE LATEST WATER DETAIL SHEET. IT PRESSURE REDUCING VALVES, AND RECONNECT TO THE CUSTOMERS' PLUMBING. WHERE THERE IS MORE THAN RIGHTS-OF-WAY LINES (UNLESS OTHERWISE NOTED), RECONNECT AND TEST ANY BACK FLOW DEVICES AND/OR

5. REPLACE ALL EXISTING SERVICES WITHIN THE CONSTRUCTION LIMITS, INSTALL NEW METER SETTINGS TO THE

OF THE CITY.

4. DO NOT CUT, CAP, OR PLUG EXISTING LOOPED PUBLIC POTABLE WATER MAINS WITHOUT THE PRIOR APPROVAL

FIRE DEPARTMENT DISPATCH CENTER.

CONTRACTOR SHALL REPORT OUT OF SERVICE HYDRANTS TO THE CITY INSPECTOR FOR NOTIFICATION TO THE OR AS DIRECTED BY THE CITY'S INSPECTOR, TO CLEARLY INDICATE THAT THE HYDRANT IS INOPERABLE. THE WITHIN 15 FEET OF ANY FIRE HYDRANT. FIRE HYDRANTS TAKEN OUT-OF-SERVICE SHALL BE COVERED WITH BAGS,

3. KEEP FIRE HYDRANTS OPERABLE AND ACCESSIBLE AT ALL TIMES. DO NOT PLACE EQUIPMENT OR MATERIALS

AND SHALL BE COMPLETED WITHOUT DELAY TO LIMIT CUSTOMER INCONVENIENCES.

2. THE TRANSFER OF WATER SERVICES SHALL BE SCHEDULED FOR THE HOURS BETWEEN 9:00 A.M. AND 4:00 P.M., DURING THE TRANSFER OF SERVICES.

1. POTABLE WATER SERVICE WILL BE MAINTAINED TO RESIDENCES AND BUSINESSES AT ALL TIMES, EXCEPT

POTABLE WATER MAINS

DEPARTMENT.

OTHERWISE DAMAGED SO THAT REPAIRS CAN BE MADE PROMPTLY BY, OR AT THE DIRECTION OF, THE GAS

4. NOTIFY THE CITY GAS DEPARTMENT IMMEDIATELY IF ANY GAS MAIN IS NICKED, SCRATCHED, CUT OR

PAVEMENT RESTORATION ACTIVITIES.

3. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL GAS VALVE BOXES TO FINISH GRADE DURING THE

DESIGNEES.

2. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING GAS FACILITIES BY SAID CONTRACTOR OR

WILL BE ON SITE WHEN WORK ACTIVITIES TAKE PLACE NEAR GAS MAINS.

OF GAS MAINS, AS REQUIRED BY CHAPTER 77-153 OF THE FLORIDA STATUTES. A GAS DEPARTMENT INSPECTOR

1. NOTIFY THE CITY GAS UTILITY A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION IN THE VICINITY

GAS MAINS

OTHERWISE.

UTILITY PIPE AND NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK, UNLESS SPECIFICALLY NOTED THE FLOW DIVERSION EQUIPMENT SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT UNIT PRICES FOR 24 HOURS A DAY, 7 DAYS A WEEK UNTIL THE FLOW DIVERSION IS NO LONGER NEEDED. THE COST FOR STAFFING MODIFICATIONS, THE CONTRACTOR WILL BE REQUIRED TO PHYSICALLY STAFF THE FLOW DIVERSION EQUIPMENT

10. IN THE EVENT THAT WASTEWATER FLOW DIVERSION IS NEEDED ON THIS PROJECT TO COMPLETE PIPING

WASTEWATER MANAGEMENT PLAN.

WASTEWATER CONTAINED IN EXISTING OR NEW GRAVITY SEWERS AND FORCE MAINS IN ACCORDANCE WITH THE MATERIALS NECESSARY TO DRAIN, TRANSPORT, PUMP, AND/OR OTHERWISE DISPOSE OF ANY RESIDUAL

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS, EQUIPMENT, LABOR, SUPERVISION, AND

THIS WORK.

INCIDENTAL TO THE PAY ITEMS IN THE CONTRACT FOR UTILITY PIPE. NO SEPARATE PAYMENT WILL BE MADE FOR SUPPORT SYSTEMS BELONGS TO THE CONTRACTOR. THE COST OF UTILITY SUPPORT SYSTEMS IS CONSIDERED SEPARATION AND DAMAGE TO SAID MAINS. THE RESPONSIBILITY FOR THE ADEQUACY OF ANY REQUIRED

8. SUPPORT ALL EXISTING ACTIVE UTILITY MAINS THAT CROSS CONSTRUCTION TRENCHES TO PREVENT JOINT

THE TALLAHASSEE FIRE DEPARTMENT.

PARTIES. IN THE CASE OF A WATER MAIN SHUT DOWN, A MINIMUM 24-HOUR NOTICE ALSO WILL BE PROVIDED TO INTERRUPTIONS WITH THE UTILITY PROVIDER AND WILL PROVIDE A MINIMUM 24-HOUR NOTICE TO THE AFFECTED

7. PRIOR TO ANY SCHEDULED INTERRUPTION OF UTILITY SERVICE, THE CONTRACTOR WILL COORDINATE SUCH

CHARGES.

RESPONSIBLE FOR THE COORDINATION WITH THE UTILITY PROVIDER AND PAYMENT OF ALL APPLICABLE FEES AND

6. IF CONSTRUCTION REQUIRES UTILITY POLES TO BE TEMPORARILY HELD/STABILIZED, THE CONTRACTOR IS

SHALL REMAIN IN-PLACE UNLESS OTHERWISE DESIGNATED IN THE PLANS TO BE REMOVED.

5. EXISTING COT-OWNED POTABLE WATER, RECLAIMED WATER, WASTEWATER COLLECTION, AND GAS FACILITIES

COMMUNICATION FACILITIES MAY BE PRESENT THROUGHOUT THE WORK LIMITS.

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

LOCATION STANDARDS AS ESTABLISHED BY THE AMERICAN PUBLIC WORKS ASSOCIATION.

OTHER UTILITIES. PRIOR TO ACCEPTANCE, PROVIDE ALL FIELD UTILITY LOCATIONS IN ACCORDANCE WITH UTILITY CONTRACTOR IS LIABLE FOR ANY DAMAGES TO THE UTILITY SYSTEMS CAUSED BY THE INSTALLATION OF ANY BE NOTIFIED OF ACCEPTANCE IN WRITING AFTER THE CITY RECEIVES APPROVED AS-BUILT DRAWINGS. THE CONTRACTOR UNTIL SUCH TIME AS THE SYSTEM(S) IS DEEMED ACCEPTED BY THE CITY. THE CONTRACTOR WILL

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

J. TALQUIN ELECTRIC850-627-7651 X1774 (MARK TAYLOR)

I. FLORIDA GAS TRANSMISSION 407-838-7171 (JOSEPH SANCHEZ)

H. SOUTHERN LIGHT (FIBER OPTIC CABLE)251-662-1170 (ANDRU BRAIMBLETT)

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

F. CENTURYLINK (TELEPHONE)850-599-1444 MOBILE 850-363-8611 (WILLIAM MCCLOUD)

E. COMCAST (CABLE TELEVISION)850-574-4060 (LIAM MCKENNA)

D. CITY OF TALLAHASSEE/WATER & SEWER DIVISION850-891-6140 (BRIAN BERRY)

C. CITY OF TALLAHASSEE/GAS UTILITIES DIVISION850-891-5108 (PAUL CHANG)

850-891-5105 (KENTON JAMES)

B. CITY OF TALLAHASSEE/ELECTRICAL DIVISION850-891-5016 (TINA DROSE)(2 WEEKS PRIOR NOTIFICATION)

A. SUNSHINE STATE ONE-CALL OF FLORIDA800-432-4770 (5 DAYS PRIOR NOTIFICATION)

NOT INCLUDE ALL UTILITIES IN THE AREA.

THEIR FACILITIES. THE LIST MAY

2. THE FOLLOWING UTILITIES SHOULD BE CONTACTED FOR INFORMATION CONCERNING TYPE AND LOCATIONS OF

CONTRACTOR'S OWN EXPENSE AND NO ADDITIONAL PAYMENT SHALL BE MADE BY THE CITY.

FROM PROPOSED WORK ACTIVITIES. REPAIR OR REPLACE ANY UTILITIES DAMAGED BY THE CONTRACTOR AT DETERMINATION AS TO SIZE, TYPE, AND LOCATION OF EXISTING UTILITIES AS NECESSARY TO AVOID DAMAGE

THE CORRECT HORIZONTAL OR VERTICAL LOCATIONS. THE CONTRACTOR WILL MAKE THEIR OWN

CONDITIONS, INCLUDE ALL UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, OR SHOW THE UTILITIES IN OWNERS, AVAILABLE RECORDS, AND FIELD SURVEY INFORMATION. THE INFORMATION MAY NOT REFLECT ACTUAL AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS BASED ON INFORMATION PROVIDED BY THE UTILITY

1. LOCATE AND PROTECT ALL UTILITIES. THE INFORMATION SHOWN ON THE DRAWINGS CONCERNING SIZE, TYPE, UTILITY LOCATION AND PROTECTION

SIGN IN ACCORDANCE WITH FDOT DESIGN STANDARDS.

(TCZ) SIGNS, OR WHEN TCZ SIGNS ENCROACH ON A NORMAL PEDESTRIAN WALKWAY, LOCATE THE POST-MOUNT STANDARD PLANS. WHEN VEHICLES IN A PARKING ZONE BLOCK THE LINE OF SIGHT TO TRAFFIC CONTROL ZONE 19.POST-MOUNT ALL SIGNS WHEN WORK OPERATIONS EXCEED ONE DAY EXCEPT AS NOTED IN THE FDOT

OF TRAFFIC PLAN ON A DAILY BASIS.

SIGNAGE AS NEEDED. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND MAINTAINING THE MAINTENANCE FOLLOWING WORK DAY THE CONTRACTOR SHALL UNCOVER AND RESTORE ALL BARRICADES AND REQUIRED APPLICABLE SIGNAGE AND REMOVE ALL BARRICADES AND DETOUR SIGNS THAT ARE NOT ACTIVE. THE

18. ON A DAILY BASIS, THE CONTRACTOR SHALL COVER, TURN AWAY FROM TRAFFIC OR LAY DOWN ALL NON-

CITY PRIOR TO RELEASE.

MEETINGS, DOOR HANGER OR MAIL BY THE CONTRACTOR. ALL CORRESPONDENCE SHALL BE APPROVED BY THE AGENCY BEFORE RELEASE TO SAID AGENCIES. LOCAL RESIDENTS AND BUSINESSES SHALL ALSO BE NOTIFIED VIA DETAILS OF THE NATURE OF THE CLOSURES AND MUST BE APPROVED BY THE CITY AND/OR JURISDICTIONAL DEPARTMENT (IN ADDITION TO THE AGENCIES…