4-4. PLAN SET FLORAL STREET - BID.pdf

CITY OF TALLAHASSEE

LEON COUNTY, FLORIDA

BEGIN PROJECT

FLORAL STREET

STA.11+27.65

END PROJECT

FLORAL STREET

STA. 25+84.51

IMPORTANT VERTICAL DATUM NOTE

THE ROADWAY PLANS PREPARED BY THE CITY OF

TALLAHASSEE ARE BASED ON NAVD 88.

GOVERNING STANDARDS AND SPECIFICATIONS

FLORIDA DEPARTMENT OF TRANSPORTATION,

STANDARD PLANS DATED FY 2025-26.

FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION DATED FY 2025-26.

COT SUPPLEMENTAL SPECIFICATIONS, CURRENT EDITION.

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) DATED

2023, 11th EDITION.

FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL

INSPECTOR'S MANUAL DATED OCTOBER 2018.

CITY OF TALLAHASSEE TECHNICAL SPECIFICATIONS FOR WATER

AND SEWER CONSTRUCTION, CURRENT EDITION.

CITY OF TALLAHASSEE ADVANCED TRAFFIC MANAGEMENT SYSTEM

TECHNICAL SPECIAL PROVISIONS, CURRENT EDITION.

CITY OF TALLAHASSEE LANDSCAPE STANDARD SPECIFICATIONS,

CURRENT EDITION.

ROADWAY PLANS

ENGINEER OF RECORD:

JACOB T. KLINEDINST, P.E. #93589

CITY OF TALLAHASSEE - UUPI - ENGINEERING

300 SOUTH ADAMS STREET, BOX A-18

TALLAHASSEE, FLORIDA 32301

(850) 891-2863

PREPARED BY

UNDERGROUND UTILITIES AND PUBLIC

INFRASTRUCTURE

ENGINEERING

SURVEY

CITY SURVEYOR:

ROBERT D. RODDENBERRY, PSM #6307

CITY OF TALLAHASSEE - UUPI - SURVEY

300 SOUTH ADAMS STREET, BOX A-18

TALLAHASSEE, FLORIDA 32301

(850) 891-2883

FLORAL STREET

FLORAL ST. STREETSCAPE IMPROVEMENTS

PROJECT NO. 2400842

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Sheet List Table

Sheet Number Sheet Title

C1 KEY SHEET

C2 SIGNATURE SHEET

C3 - C4 GENERAL NOTES

C5 PAY ITEM NOTES

C6 ABBREVIATIONS & SYMBOLOGY

C7 PROJECT LAYOUT

C8 TYPICAL SECTIONS

C9 DRAINAGE MAP

C10 - C12 CONSTRUCTION DETAILS

C13 - C16 DEMOLITION PLAN

C17 - C23 ROADWAY PLAN & PROFILE

C24 DRAINAGE STRUCTURES

C64 - C67 GRADING DETAIL

C68 - C71 UTILITY COORDINATION PLAN

C72 - C75 UTILITY ADJUSTMENT PLAN

C76 - C77 SWPP NOTES

C78 SWPP DETAILS

C79 - C82 EROSION CONTROL & TREE PROTECTION

C83 - C86

C87

SIGNING & PAVEMENT MARKINGS

TREE CREDIT & DEBITS

C88 LANDSCAPE PLANTING SCHEDULE AND NOTES

C89 - C92 LANDSCAPE PLAN

C93 TREE PLANTING DETAILS

C25 - C59 CROSS SECTIONS

C60 - C63 DRIVEWAY CROSS SECTIONS

C94 TREE PROTECTION NOTES

C95 TREE PROTECTION DETAILS

AutoCAD SHX Text

LOCATION MAP N.T.S.

AutoCAD SHX Text FINAL PLANS DATE: 2026-02-04 2026-02-04 JOB No. 24008422400842

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT

ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

CITY OF TALLAHASSEE

300 SOUTH ADAMS STREET, BOX A-18

TALLAHASSEE, FL 32301

JACOB T. KLINEDINST, P.E. NO.: 93589

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

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

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No. 93589

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FLORIDA

PROFES S IO NA L ENGINEER

Sheet List Table

Sheet Number Sheet Title

C1 KEY SHEET

C2 SIGNATURE SHEET

C3 - C4 GENERAL NOTES

C5 PAY ITEM NOTES

C6 ABBREVIATIONS & SYMBOLOGY

C7 PROJECT LAYOUT

C8 TYPICAL SECTIONS

C9 DRAINAGE MAP

C10 - C12 CONSTRUCTION DETAILS

C13 - C16 DEMOLITION PLAN

C17 - C23 ROADWAY PLAN & PROFILE

C24 DRAINAGE STRUCTURES

C64 - C67 GRADING DETAIL

C68 - C71 UTILITY COORDINATION PLAN

C72 - C75 UTILITY ADJUSTMENT PLAN

C76 - C77 SWPP NOTES

C78 SWPP DETAILS

C79 - C82 EROSION CONTROL & TREE PROTECTION

C83 - C86

C87

SIGNING & PAVEMENT MARKINGS

TREE CREDIT & DEBITS

C88 LANDSCAPE PLANTING SCHEDULE AND NOTES

C89 - C92 LANDSCAPE PLAN

C93 TREE PLANTING DETAILS

C25 - C59 CROSS SECTIONS

C60 - C63 DRIVEWAY CROSS SECTIONS

C94 TREE PROTECTION NOTES

C95 TREE PROTECTION DETAILS

GENERAL NOTES:

1. CITY OF TALLAHASSEE-UU&PI-SURVEYING (850-891-2883), PROVIDED THE

TOPOGRAPHY, BENCHMARKS, RIGHTS-OF-WAY AND UTILITY LOCATION INFORMATION

SHOWN ON THE CONSTRUCTION DRAWINGS. ELEVATIONS ARE BASED ON NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

2. THE CONTRACTOR SHALL HAVE ALL REQUIRED PERMITS IN-HAND PRIOR TO

BEGINNING CONSTRUCTION AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH

THE REQUIREMENTS OF THE PERMITS OBTAINED BY THE CITY AND THOSE PERMITS

OBTAINED BY THE CONTRACTOR.

3. CONTRACTOR IS RESPONSIBLE FOR POSTING ALL APPLICABLE PERMITS AND FOR

CONFORMING TO THE REQUIREMENTS OF ALL APPLICABLE PERMITS INCLUDING THE

ENVIRONMENTAL PERMIT AND THE CONSTRUCTION DOCUMENTS.

4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NPDES PERMITS AND

MAINTENANCE OF TRAFFIC PERMITS REQUIRED FOR THE PROJECT.

5. CONTRACTOR IS RESPONSIBLE FOR ANY PERMITTING REQUIRED FOR ANY

CONSTRUCTION STAGING AREAS. CONTRACTOR SHALL NOT STAGE IN THE RIGHT OF

WAY.

6. THESE PLANS DO NOT AUTHORIZE THE CONSTRUCTION OF RETAINING WALLS.

RETAINING WALLS TWO FEET IN HEIGHT OR MORE WILL REQUIRE A BUILDING PERMIT.

NO CLEARING OR GRADING IS AUTHORIZED WITHIN THIRTY FEET OF A PROPOSED

RETAINING WALL UNTIL A BUILDING PERMIT FOR THE WALL IS OBTAINED AND

POSTED ONSITE.

7. AT LEAST THREE CALENDAR DAYS PRIOR TO THE PRECONSTRUCTION CONFERENCE;

THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL A TENTATIVE

BASE CONSTRUCTION SCHEDULE, A PRECONSTRUCTION SURVEY, A TRAFFIC CONTROL

PLAN, AND A SEDIMENT AND EROSION CONTROL PLAN. NO WORK SHALL BEGIN PRIOR

TO APPROVAL OF THE CONSTRUCTION SCHEDULE, PRECONSTRUCTION SURVEY,

TRAFFIC CONTROL PLAN, AND SEDIMENT AND EROSION CONTROL PLAN.

8. THE CONSTRUCTION SCHEDULE SHALL DESCRIBE IN DETAIL HOW THE

CONSTRUCTION IS TO 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 ENGINEER AND SHALL BE

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

SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER NO LATER THAN THREE DAYS

PRIOR TO EACH SCHEDULED MONTHLY PROGRESS MEETING.

9. THE PRECONSTRUCTION SURVEY SHALL VERIFY THE CONTROL POINTS AND

BENCHMARK ELEVATIONS PROVIDED BY THE ENGINEER AND SHALL ALSO ESTABLISH

THE LOCATION AND DESCRIPTION OF ALL ADDITIONAL REFERENCE POINTS AND THE

LOCATIONS, DESCRIPTIONS, AND ELEVATIONS OF ALL ADDITIONAL BENCHMARKS TO

BE USED IN CONSTRUCTING THE PROJECT. THE SURVEY SHALL BE SIGNED AND

SEALED BY A PROFESSIONAL SURVEYOR AND MAPPER REGISTERED IN THE STATE OF

FLORIDA. SIGNIFICANT INCONSISTENCIES BETWEEN THE FIELD NOTES AND THE

CONTROL POINTS AND BENCHMARK ELEVATIONS PROVIDED BY THE ENGINEER SHALL

IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION

PRIOR TO ISSUANCE OF THE NOTICE TO PROCEED.

10.THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING 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.

11.ANY NATIONAL GEODETIC SURVEY MONUMENT WITHIN THE LIMITS OF

CONSTRUCTION MUST BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE ENGINEER AND:

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

BUREAU OF SURVEY AND MAPPING

3900 COMMONWEALTH BLVD.

TALLAHASSEE, FLORIDA 32399-3000

(850) 245-2118

PUBLIC.SERVICES@FLORIDADEP.GOV

12.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES. THE

INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF

UNDERGROUND AND OTHER UTILITIES IS BASED ON INFORMATION PROVIDED BY THE

UTILITY OWNERS, AVAILABLE RECORDS, AND SURVEYED FIELD 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 HORIZONTAL OR VERTICAL LOCATIONS. THE CONTRACTOR SHALL MAKE HIS

OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS NECESSARY

TO ESTABLISH THEIR LOCATIONS AND AVOID DAMAGE. THE FOLLOWING UTILITIES

SHOULD BE CONTACTED FOR INFORMATION CONCERNING TYPE AND LOCATION OF

THEIR FACILITIES. THE LIST MAY NOT INCLUDE ALL UTILITIES IN THE AREA.

SUNSHINE STATE ONE-CALL OF FLORIDA 811 OR 800-432-4770 (5 DAYS

NOTIFICATION PRIOR TO CONSTRUCTION)

CITY OF TALLAHASSEE POWER - DISTRIBUTION

HOUSTON WHITFIELD 850-891-5609

CITY OF TALLAHASSEE GAS

PAUL CHANG 850-891-5108

CITY OF TALLAHASSEE WATER & SEWER

BRIAN BERRY 850-891-6140

CITY OF TALLAHASSEE TRAFFIC OPERATIONS

JOSH HOLLINGSWORTH 850-891-8509

COGENT COMMUNICATIONS

JON BAKER 202-793-5078

CENTURYLINK (TELEPHONE)

BILL MCCLOUD 850-815-3144

COMCAST

ANDREW SWEENEY 904-738-6898

METRONET FIBER (INTERNET)

ALEX COOKSEY 850-556-8183

VERIZON

THOMAS WIND 850-480-6642

UNITI FIBER

CHARLIE CROFT 215-214-7059

UTILITY COORDINATOR

JACOB KLINEDINST 850-891-2863

13.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING

FACILITIES THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE

CONTRACTOR AND CALLED FOR IN THIS CONTRACT.

14.PRIOR TO ANY SCHEDULED INTERRUPTION OF UTILITY SERVICE, THE CONTRACTOR

SHALL COORDINATE SUCH INTERRUPTION WITH THE 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 24-HOUR NOTICE ALSO SHALL BE PROVIDED

TO THE TALLAHASSEE FIRE DEPARTMENT. THE CONTRACTOR SHALL NOTIFY THE

ELECTRIC UTILITY A MINIMUM OF TWO WEEKS PRIOR TO CONSTRUCTION IN THE

VICINITY OF THEIR FACILITIES.

15.THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL VALVE BOXES ON GAS AND

WATER MAINS WITHIN THE LIMITS OF CONSTRUCTION THAT ARE TO REMAIN IN

SERVICE. PRIOR TO COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL ADJUST

ALL VALVE BOXES AND MANHOLES WITHIN CONSTRUCTION AREAS SO THE TOPS ARE

FLUSH WITH FINISHED PAVEMENT OR WITH FINISHED GRADE IN UNPAVED AREAS.

16.WHERE THE REQUIRED MINIMUM SEPARATION BETWEEN UTILITIES IS SPECIFIED,

THE DISTANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.

17.LIMITS OF CONSTRUCTION ARE DEFINED IN THE PLANS AND CONSIST OF

ROADWAY RIGHTS-OF-WAY, CITY OF TALLAHASSEE PROPERTIES, DRAINAGE

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

CONSTRUCTION EASEMENTS, AND TEMPORARY CONSTRUCTION AGREEMENTS.

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

19.ALL SUBSURFACE CONSTRUCTION WILL COMPLY WITH THE "TRENCH SAFETY ACT",

CHAPTER 553.60 - 553.64, FLORIDA STATUTES. THE CONTRACTOR WILL ENSURE THAT

THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION TO BE EMPLOYED IS IN

COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS.

20.SHOP DRAWINGS ARE REQUIRED FOR ALL PRE-CAST AND MANUFACTURED ITEMS.

THE CONTRACTOR WILL SUBMIT THESE SHOP DRAWINGS TO THE OWNER FOR

APPROVAL BEFORE INSTALLING ANY PRE-CAST OR MANUFACTURED ITEMS. FAILURE

TO OBTAIN THE OWNERS' APPROVAL BEFORE INSTALLING ANY PRE-CAST OR

MANUFACTURED ITEMS MAY RESULT IN THE CONTRACTOR BEING REQUIRED TO

REMOVE AND REPLACE ANY INSTALLED ITEMS WITHOUT ADDITIONAL COMPENSATION.

21.ALL EXISTING DRAINAGE STRUCTURES AND PIPES, PAVEMENT, SIDEWALKS,

CURBS, ETC., WITHIN THE LIMITS OF CONSTRUCTION ARE TO REMAIN UNLESS

OTHERWISE NOTED ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. ALL

DRAINAGE STRUCTURES, PIPES, PAVEMENT, SIDEWALKS, CURBS, ETC., THAT ARE TO

REMAIN THAT ARE DAMAGED DURING CONSTRUCTION ARE THE RESPONSIBILITY OF

THE CONTRACTOR AND IF DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR

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

22.ALL STORM MANHOLES OR STRUCTURES DESIGNATED TO BE ABANDONED IN PLACE

SHALL BE REMOVED TO A MINIMUM OF THREE FEET BELOW GRADE AND FILLED WITH

COMPACTED SAND.

23.EXISTING CONCRETE AND ASPHALTIC CONCRETE DRIVEWAYS AND SIDEWALKS

SHALL BE SAW-CUT AS REQUIRED FOR CONSTRUCTION.

24.ALL SIDEWALKS AND CURB RAMPS REMOVED DURING CONSTRUCTION SHALL BE

RECONSTRUCTED TO MEET CURRENT ADA STANDARDS.

25.THE CONTRACTOR SHALL PUT FORTH EVERY REASONABLE EFFORT TO MINIMIZE

DISRUPTION AND DISTURBANCE OF ADJACENT PROPERTIES. ACCESS BY PROPERTY

OWNERS AND RESIDENTS TO THEIR PROPERTY SHALL BE MAINTAINED AT ALL TIMES.

ANY BARRICADING OF ACCESS MUST BE COORDINATED WITH THE AFFECTED

PROPERTY OWNERS AND RESIDENTS.

26.ALL FENCES IN CONFLICT WITH CONSTRUCTION SHALL BE REMOVED AND

REPLACED IN THEIR ORIGINAL LOCATIONS OR IN OTHER LOCATIONS AS DIRECTED BY

THE ENGINEER. THE CONTRACTOR MAY, AT HIS OPTION, USE NEW FENCING MATERIAL

OF THE SAME TYPE THAT WAS REMOVED OR REUSE THE FENCING MATERIAL THAT

WAS REMOVED IF IT IS UNDAMAGED BY CONSTRUCTION ACTIVITIES. ALL FENCES

DAMAGED BY CONSTRUCTION ACTIVITIES ARE TO BE REPLACED WITH NEW FENCING

MATERIAL OF THE SAME TYPE THAT WAS REMOVED.

27.THE CONTRACTOR SHALL EXERCISE DUE CARE IN THE REMOVAL OF EXISTING

FENCES TO MAINTAIN SECURITY AT THE AFFECTED PROPERTIES 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 UNACCEPTABLE REDUCTION IN

SECURITY OR SAFETY, THE CONTRACTOR SHALL INSTALL A TEMPORARY FENCE AS

DIRECTED BY THE ENGINEER PRIOR TO REMOVAL OF THE EXISTING FENCE. THE

TEMPORARY FENCE SHALL REMAIN IN PLACE UNTIL THE PERMANENT FENCE IS

INSTALLED.

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

LANDSCAPING ON ADJACENT PROPERTIES AND WILL BE SOLELY LIABLE FOR DAMAGE

TO VEGETATION ON PROPERTIES ADJACENT TO CONSTRUCTION WORK ZONES. ALL

TREES WITHIN THE LIMITS OF CONSTRUCTION THAT ARE NOT IDENTIFIED ON THE

PLANS TO BE REMOVED SHALL BE PROTECTED TO THE MAXIMUM EXTENT

PRACTICABLE. TREE PROTECTION BARRICADES SHALL BE INSTALLED AND

MAINTAINED AROUND ALL TREES THAT ARE TO BE PROTECTED AS SHOWN ON THE

DRAWINGS OR AS DIRECTED BY THE ENGINEER.

29.THE CONTRACTOR SHALL NOT DISTURB GRASSING OR LANDSCAPING OUTSIDE

CONSTRUCTION WORK ZONES. THE CONTRACTOR SHALL BE SOLELY LIABLE FOR

DAMAGE TO VEGETATION OUTSIDE CONSTRUCTION WORK ZONES AND SHALL RESTORE

AT NO COST TO THE CITY ANY AREAS THAT ARE DAMAGED INCLUDING AREAS WITHIN

THE LIMITS OF CONSTRUCTION OR ON ADJACENT PROPERTIES USING, TO THE

EXTENT PRACTICABLE, THE SAME TYPES AND SIZES OF PLANT MATERIAL THAT

EXISTED PRIOR TO CONSTRUCTION.

30.THE LOCATION AND CONSTRUCTION OF MAILBOXES SHALL BE IN CONFORMANCE

WITH THE RULES AND REGULATIONS OF THE UNITED STATES POSTAL SERVICE.

WHEN A MAILBOX IN CONFLICT WITH CONSTRUCTION IS REMOVED, THE CONTRACTOR

SHALL FURNISH AND INSTALL A TEMPORARY MAILBOX AND SHALL MAINTAIN THE

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

CONSTRUCT A NEW MAILBOX TO MATCH, AS CLOSE AS PRACTICABLE, THE LOCATION,

TYPE, SIZE, MATERIAL, AND COLOR OF THE ORIGINAL MAILBOX. IN LIEU OF

CONSTRUCTING A NEW MAILBOX, THE EXISTING MAILBOX MAY BE REUSED IF IT

MEETS THE RULES AND REGULATIONS OF THE UNITED STATES POSTAL SERVICE AND

IS FUNCTIONALLY SOUND.

31.DISTURBED AREAS SHALL BE COMPACTED (AT A MINIMUM) EQUAL TO ADJACENT

UNDISTURBED GROUND EXCEPT WHEN OTHERWISE SPECIFIED.

32.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. ZOYSIA SOD WILL BE USED FOR DISTURBED AREAS NOT

CURRENTLY GRASSED. REINFORCEMENT MAT SHALL BE INSTALLED BENEATH SOD

PLACED ON SLOPES OF 1V:2H OR STEEPER, AND THE SOD SHALL BE STAPLED.

33.ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL WILL BE DISPOSED OF

OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS.

34.ALL EQUIPMENT MUST BE REMOVED FROM THE ROADWAY AND ROADWAY CLEAR

ZONE WHEN NOT IN USE. WHEN EQUIPMENT IS IN USE WITHIN THE CLEAR ZONE OF

THE ROADWAY, MOT IN ACCORDANCE WITH FDOT DESIGN STANDARDS AND MUTCD

REQUIREMENTS MUST BE ACTIVATED.

35.ANY EXISTING SIGN THAT CONFLICTS WITH THE PROPOSED IMPROVEMENTS SHALL

BE RELOCATED AT THE DIRECTION OF THE ENGINEER.

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36.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 WITHIN 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 AUTHORIZATION. 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 872.05,

FLORIDA STATUTES.

GENERAL NOTES: CONT.

37.IN THE EVENT THAT A STRUCTURAL FAILURE (SINK FEATURE) OCCURS DURING

CONSTRUCTION, ALL CONSTRUCTION ACTIVITY SHALL CEASE AND A FLORIDA

REGISTERED GEOTECHNICAL ENGINEER SHALL BE CONTACTED IMMEDIATELY. A

CORRECTIVE ACTION PLAN MUST BE APPROVED BY NORTHWEST FLORIDA WATER

MANAGEMENT DISTRICT (NWFWMD) AND IMPLEMENTED PRIOR TO RESUMING

CONSTRUCTION.

38.PRIOR TO REQUESTING A FINAL INSPECTION, THE CONTRACTOR SHALL PREPARE

AND SUBMIT TO THE ENGINEER CERTIFIED AS-BUILT RECORD DRAWINGS IN

ACCORDANCE WITH THE SUPPLEMENTAL SPECIFICATIONS.

SUPPLEMENTAL GENERAL NOTES - GAS UTILITY

1. THE CONTRACTOR MUST FIELD VERIFY THE LOCATION OF ANY ACTIVE GAS MAIN AND

SERVICES (IF ANY) WITHIN THE CONSTRUCTION AREA PRIOR TO ANY CONSTRUCTION

ACTIVITIES.

2. GAS UTILITY MUST BE NOTIFIED IF ANY PORTION OF THE GAS LINES ARE

COMPROMISED IN ANY WAY DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL NOTIFY THE GAS UTILITY (850-891-5100) A MINIMUM OF

TWO WORKING DAYS PRIOR TO ANY EXCAVATION IN THE VICINITY OF GAS MAINS, AS

REQUIRED BY CHAPTER 77-153 OF THE FLORIDA STATUTES. A GAS DEPARTMENT

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

A MINIMUM OF 72 HOURS NOTICE SHALL BE PROVIDED FOR ANY REQUEST FOR GAS

MAIN EXPOSURE OR ADJUSTMENT.

SUPPLEMENTAL GENERAL NOTES - WATER & SEWER UTILITY

1. PRIOR TO ANY SCHEDULED INTERRUPTION OF WATER SERVICE, THE CONTRACTOR

WILL COORDINATE SUCH INTERRUPTIONS WITH THE WATER UTILITY INSPECTOR 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.

2. POTABLE WATER SERVICE WILL BE MAINTAINED TO RESIDENCES AND BUSINESSES

AT ALL TIMES, EXCEPT DURING THE TRANSFER OF SERVICES.

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

EQUIPMENT OR MATERIALS WITHIN 15 FEET OF ANY FIRE HYDRANT. FIRE

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

DIRECTED BY THE WATER UTILITY 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. SET METER BOXES WITH ADEQUATE ROOM BEHIND THE METER TO REPAIR LEAKS

WITHOUT DIGGING UP SIDEWALKS, PAVEMENT, WALLS, SPRINKLER LINES, ETC.;

THERE WILL BE NO BOXES IN SWALES, UNDER DOWN SPOUTS, NEXT TO CONDENSATE

DRAINS OR ANY OTHER SIMILAR SITUATION THAT MAY FILL THE BOX WITH WATER

AND/OR MUD. NO STANDING WATER WILL BE ALLOWED IN METER BOXES.

5. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST VERSION

OF THE TECHNICAL SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION.

SUPPLEMENTAL GENERAL NOTES - STORMWATER CONSTRUCTION:

1. IF THE PLANS DO NOT DESIGNATE A TYPE OF PIPE, EITHER STEEL REINFORCED

CONCRETE PIPE (MINIMUM CLASS III) IN ACCORDANCE WITH STANDARD

SPECIFICATIONS OR FLORIDA DEPARTMENT OF TRANSPORTATION APPROVED

POLYPROPYLENE PIPE MAY BE USED. NON-REINFORCED CONCRETE PIPE MAY NOT BE

USED. 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. POLYPROPYLENE PIPE MAY NOT TO BE USED FOR OPEN-ENDED PIPE

RUNS, SUCH AS PIPES CONNECTING TO DITCHES OR PONDS. ON OPEN-ENDED PIPE

RUNS, STEEL REINFORCED CONCRETE PIPE SHALL BE USED FOR THE ENTIRE RUN

OF PIPE FROM THE OPEN END TO THE NEAREST DRAINAGE STRUCTURE. ALL PIPES

SHALL BE CUT FLUSH WITH THE INSIDE OF DRAINAGE STRUCTURES.

2. ALL JOINTS OF CONCRETE PIPES, CULVERTS, AND STORM DRAINS SHALL HAVE A

FILTER FABRIC JACKET AS DETAILED IN FDOT STANDARD PLANS, UNLESS NOTED

OTHERWISE ON THE DRAWINGS OR DIRECTED BY THE ENGINEER.

3. ALL PIPE CULVERTS AND STORM DRAINS 48-INCHES OR LESS IN DIAMETER SHALL

BE VIDEO TAPED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS UNLESS

OTHERWISE DIRECTED BY THE ENGINEER.

4. UNLESS NOTED OTHERWISE IN THE PLANS, THE CONTRACTOR SHALL TAKE

OWNERSHIP OF ALL EXCAVATED MATERIALS NOT SUITABLE FOR BACKFILLING AND OF

ALL EXCAVATED SUITABLE MATERIALS THAT ARE NOT REQUIRED FOR BACKFILLING

OR FOR OTHER USE ON SITE AND SHALL DISPOSE OF THE MATERIALS OUTSIDE THE

PROJECT LIMITS AT NO ADDITIONAL COST TO THE CITY.

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 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 FDOT STANDARD

PLANS.

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 FDOT STANDARD PLANS, 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.

ADDITIONAL GENERAL NOTES:

1. OTHER NOTES FOR LANDSCAPING, TREE PROTECTION, AND SEDIMENT & EROSION

CONTROL ARE LOCATED WITHIN THE PLAN SET. SEE COVER SHEET FOR LOCATION.

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.

PAYMENT FOR PREPARING AND SUBMITTING THE TRAFFIC CONTROL PLAN SHALL BE

INCLUDED IN THE PAY ITEM FOR MOBILIZATION.

2. ACCESS TO BUSINESS AND RESIDENTIAL DRIVEWAYS, AND ALL EXISTING TRANSIT

STOPS SHALL BE MAINTAINED AT ALL TIMES.

3. NO ROADWAYS (INCLUDING COUNTY ROADS) SHALL BE CLOSED WITHOUT PRIOR

APPROVAL OF CITY OF TALLAHASSEE TRAFFIC ENGINEERING.

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 MUST BE IN PLACE BEFORE THE START OF

CONSTRUCTION ON AFFECTED ROADWAYS, MUST BE MAINTAINED FOR CONSISTENCY

WITH INTENDED TRAVEL PATH, AND MUST BE REMOVED OR COVERED WHEN NO

LONGER CONSISTENT WITH INTENDED TRAVEL PATH.

CENTER.

4. DO NOT CUT, CAP, OR PLUG EXISTING LOOPED PUBLIC POTABLE WATER MAINS

WITHOUT THE PRIOR APPROVAL OF THE CITY.

5. REPLACE ALL EXISTING SERVICES WITHIN THE CONSTRUCTION LIMITS, INSTALL

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

RECONNECT AND TEST ANY BACK 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 BOXES TO REPAIR LEAKS WITHOUT DIGGING UP SIDEWALKS,

PAVEMENT, WALLS, SPRINKLER LINES, ETC.; THERE WILL BE NO BOXES IN SWALES,

UNDER DOWN SPOUTS, NEXT TO CONDENSATE DRAINS OR ANY OTHER SIMILAR

SITUATION THAT MAY FILL THE BOX WITH WATER AND/OR MUD. NO STANDING

WATER WILL BE ALLOWED IN METER BOXES.

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. WASTEWATER FLOW DIVERSION

MAY CONSIST OF BY-PASS PUMPING, PUMPS, TRUCKS 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. EXISTING 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.

EXISTING STRUCTURES SHALL BE REMOVED THREE FEET BELOW FINISHED GRADE

AND FILLED WITH EXCAVATABLE FLOWABLE FILL. THE COST IS INCIDENTAL TO

PAY ITEMS FOR NEW SANITARY SEWER STRUCTURES AND PIPING.

4. THE PLANS SHOW APPROXIMATE LOCATIONS OF ACTIVE AND INACTIVE SEWER

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

FIELD-VERIFY THE SIZE, MATERIAL AND LOCATION OF EXISTING ACTIVE SEWER

LATERALS. ADJUST AND RECONNECT LATERALS AT THEIR FIELD-VERIFIED

LOCATIONS AND SIZES, 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 TECHNIQUES ACCEPTABLE TO THE CITY,

UNLESS OTHERWISE SPECIFIED. THE BID PRICE SHALL BE FULL COMPENSATION

FOR SUCH INSTALLATIONS. PIPE BURSTING REQUIRES PRE AND POST

CONSTRUCTION TV INSPECTIONS.

POTABLE WATER MAINS

1. POTABLE WATER SERVICE WILL BE MAINTAINED TO RESIDENCES AND BUSINESSES

AT ALL TIMES, EXCEPT 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. KEEP FIRE HYDRANTS OPERABLE AND ACCESSIBLE AT ALL TIMES. DO NOT PLACE

EQUIPMENT OR MATERIALS WITHIN 15 FEET OF ANY FIRE HYDRANT. FIRE

HYDRANTS TAKEN 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.

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PAY ITEM NOTES:

1. PAY ITEM NO. 101-1 MOBILIZATION

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM NUMBER PER

FDOT STANDARDS AND SPECIFICATIONS. IN ADDITION IT INCLUDES:

ALL ITEMS REQUIRED BY VARIOUS PERMIT REQUIREMENTS, PERMIT ACTIONS,

AND ANY DIRECTIVES BY COT CONSTRUCTION INSPECTION PERSONNEL OR THE

ENGINEER.

INCLUDES ALL REQUIRED TREE MITIGATION, TREE ROOT PRUNING, PRELIMINARY

ARBORIST REPORT, AND FINAL ARBORIST REPORT, AND ALL OTHER WORK

PERFORMED BY THE ARBORIST.

2. PAY ITEM 102-1 MAINTENANCE OF TRAFFIC

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM NUMBER PER

FDOT STANDARDS AND SPECIFICATIONS. IN ADDITION, IT INCLUDES:

ALL TEMPORARY PAINT THAT MAY BE REQUIRED TO IMPLEMENT THE TRAFFIC

CONTROL PLAN OR AS OTHERWISE DIRECTED BY THE ENGINEER.

ALL WORK ZONE SIGNS, DETOUR SIGNS, TRAFFIC CONTROL DEVICES,

BARRICADES, ETC. NEEDED TO IMPLEMENT THE TRAFFIC CONTROL OR AS

OTHERWISE DIRECTED BY THE ENGINEER.

REMOVAL OF EXISTING PAVEMENT MARKINGS AND SIGNS THAT ARE IN

CONFLICT WITH THE PROPOSED IMPROVEMENTS. WATER BLASTING

METHODOLOGY IS PREFERRED HOWEVER, GRINDING IS AN ACCEPTABLE

ALTERNATIVE.

3. PAY ITEM 107-1 LITTER REMOVAL & DISPOSAL

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM NUMBER

PER FDOT STANDARDS AND SPECIFICATIONS. IN ADDITION:

THIS PAY ITEM IS REVISED TO BE LUMP SUM AND INCLUDES LITTER REMOVAL

FOR THE ENTIRE DURATION OF THE CONTRACT IN ACCORDANCE WITH THE

LANDSCAPE TECHNICAL MAINTENANCE PLAN. ADJUSTMENTS WILL NOT BE MADE

FOR EXTENSIONS IN CONTRACT DURATION.

4. PAY ITEM 107-2 MOWING

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM NUMBER PER

FDOT STANDARDS AND SPECIFICATIONS. IN ADDITION:

THIS PAY ITEM IS REVISED TO BE LUMP SUM AND INCLUDES MOWING FOR THE

ENTIRE DURATION OF THE CONTRACT IN ACCORDANCE WITH THE LANDSCAPE

TECHNICAL MAINTENANCE PLAN. ADJUSTMENTS WILL NOT BE MADE FOR

EXTENSIONS IN CONTRACT DURATION.

5. PAY ITEM NO. 110-1-1 CLEARING AND GRUBBING

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM NUMBER PER

FDOT STANDARDS AND SPECIFICATIONS. IN ADDITION, IT INCLUDES:

REMOVAL OF SELECT TREES AS SHOWN ON THE PLANS.

ADDITIONAL TREES MAY REQUIRE REMOVAL DUE TO THEIR LOCATION WITHIN

GRADING LIMITS BUT ARE NOT SPECIFICALLY IDENTIFIED DUE TO THEIR SIZE

BEING UNDER C.O.T. PROTECTION THRESHOLD. THE REMOVAL OF THESE TREES

IS TO BE PAID FOR UNDER CLEARING & GRUBBING.

6. PAY ITEM NO. 110-7-1B MAILBOX, F&I SINGLE, CONCRETE

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM 110-7-1 PER

FDOT STANDARDS AND SPECIFICATIONS. IN ADDITION, IT INCLUDES:

ALL WORK REQUIRED FOR CONTRACTOR TO RELOCATE CONCRETE MAILBOXES.

ALL WORK REQUIRED TO REPAIR ANY DAMAGES MADE DURING RELOCATION OF

CONCRETE MAILBOXES.

ALL WORK REQUIRED TO REPLACE EXISTING CONCRETE MAILBOX, IN KIND, TO

MATCH EXISTING IF RELOCATION IS NOT POSSIBLE.

7. PAY ITEM NO. 110-21 TREE PROTECTION BARRICADE

INCLUDES ALL WORK ASSOCIATED WITH THE CONSTRUCTING AND/OR

INSTALLATION AND MAINTENANCE OF THE TREE PROTECTION BARRICADES

PER THE DETAILS SHOWN IN THE PLANS.

8. PAY ITEM NO. 400-0-11A CONCRETE CLASS NS, THICKENED EDGE

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM PER FDOT

STANDARDS AND SPECIFICATIONS. IN ADDITION IT INCLUDES ALL STEEL

REINFORCING REQUIRED.

9. PAY ITEM NO. 400-0-11B CONCRETE CLASS NS, PLANTER BED

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM PER FDOT

STANDARDS AND SPECIFICATIONS. IN ADDITION IT INCLUDES ALL GEOTEXTILE,

NO. 57 STONE, PVC PIPE, AND REINFORCING STEEL REQUIRED TO CONSTRUCT

THE PLANTER BED.

10. PAY ITEM NO. 400-0-13 CONCRETE CLASS NS, STEPS

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM PER FDOT

STANDARDS AND SPECIFICATIONS. IN ADDITION IT INCLUDES ALL STEEL

REINFORCING REQUIRED TO CONSTRUCT THE STEPS.

11. PAY ITEM 522- (ALL ITEMS WITH 522 PREFIX) CONCRETE SIDEWALK AND

DRIVEWAYS

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THESE PAY ITEM NUMBERS

PER FDOT STANDARDS AND SPECIFICATIONS. IN ADDITION, IT INCLUDES:

ALL WORK AND MATERIALS REQUIRED FOR THE ADDITION OF FIBER

REINFORCEMENT AS SPECIFIED IN THE CITY OF TALLAHASSEE SUPPLEMENTAL

SPECIFICATIONS.

12. PAY ITEM 570-1-2-A PERFORMANCE TURF, SOD, LANDSCAPE

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM NUMBER

PER FDOT STANDARDS AND SPECIFICATIONS. IN ADDITION, IT INCLUDES:

SOD REINFORCEMENT MAT, STAPLING, FERTILIZING, AND WATERING WHERE

REQUIRED.

NEW SOD MATERIALS ADJACENT TO EXISTING TURF SHALL MATCH EXISTING SOD

TYPE, SPECIES, ETC.

NEW SOD MATERIALS ISOLATED FROM EXISTING TURF SHALL BE THE SPECIES

LISTED IN THE LANDSCAPE PLANS.

NOTE THAT THIS PAY ITEM DOES NOT INCLUDE PAYMENT FOR LANDSCAPE SOIL

REQUIREMENTS LISTED IN THE COT LANDSCAPE SPECIFICATIONS. A SEPARATE

PAY ITEM FOR LANDSCAPE SOIL IS PROVIDED UNDER PAY ITEM LS-03-S6,

LANDSCAPE SOIL, 6" DEPTH.

13. PAY ITEMS LS-01, LS-02, AND LS-03

INCLUDES ALL WORK AND MATERIALS FOR THE INSTALLATION OF TREES, SHRUBS,

AND GROUNDCOVERS AS SPECIFIED IN THE C.O.T. LANDSCAPE SPECIFICATIONS

AND CONTRACT DOCUMENTS. IN ADDITION, IT INCLUDES:

MAINTENANCE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND

LANDSCAPE TECHNICAL MAINTENANCE PLAN FOR THE DURATION OF THE

CONSTRUCTION PERIOD.

ANY WATER USAGE FROM A SEPARATE METERED SOURCE REQUIRED TO MAINTAIN

THE PLANTS FOR THE DURATION OF THE CONSTRUCTION PERIOD.

14. PAY ITEM NO. LS-041-RB, LANDSCAPE ROOT BARRIER

INCLUDES ALL WORK AND MATERIALS FOR THE INSTALLATION OF THE ROOT

BARRIERS AS SPECIFIED IN THE C.O.T. LANDSCAPE SPECIFICATIONS AND

CONTRACT DOCUMENTS.

15. PAY ITEM NO. LS-04, LANDSCAPE SOIL

INCLUDES ALL WORK AND MATERIALS FOR LANDSCAPE SOIL AS SPECIFIED IN THE

C.O.T. LANDSCAPE SPECIFICATIONS AND CONTRACT DOCUMENTS. THIS PAY ITEM

INCLUDES TESTING.

16. PAY ITEM NO. LS-05, MULCH

INCLUDES ALL WORK AND MATERIALS FOR MULCH AS SPECIFIED IN THE C.O.T.

LANDSCAPE SPECIFICATIONS AND CONTRACT DOCUMENTS.

17. PAY ITEM NO. LS-07-W30 LANDSCAPE MAINTENANCE WARRANTY PERIOD

INCLUDES ALL WORK AND MATERIALS FOR THE MAINTENANCE OF THE

LANDSCAPE AND TURF IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND

LANDSCAPE TECHNICAL MAINTENANCE PERIOD AS DEFINED IN THE C.O.T.

LANDSCAPE SPECIFICATIONS.

INCLUDES LITTER REMOVAL AND MOWING IN ACCORDANCE WITH THE

LANDSCAPE TECHNICAL MAINTENANCE PLAN DURING THE WARRANTY PERIOD.

INCLUDES ALL WATER USAGE FROM A SEPARATE METERED SOURCE OR THE

PERMANENT IRRIGATION REQUIRED TO MAINTAIN THE PLANTS FOR THE

DURATION OF THE MAINTENANCE/WARRANTY PERIOD AS DEFINED IN THE

C.O.T. LANDSCAPE SPECIFICATIONS.

THE UNIT FOR THIS PAY ITEM IS 'EACH PERIOD.' 'EACH PERIOD' IS 30 DAYS.

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TREE ABBREVIATIONS

SURVEY ABBREVIATIONS LEGEND OF SYMBOLOGY

INLETS

UTILITIES

ABBREVIATIONS

B1

ASH = ASH

B = BAY

BE = BEECH

BG = BLACK GUM

BR = BIRCH

BS = BLUE SPRUCE

BW = BASSWOOD

CA = CAMPHOR

CD = CEDAR

CH = CHERRY

CHB = CHINA BERRY

CHLRL = CHERRY LAUREL

CM = CREPE MYRTLE

CT = CHINESE TALLOW

CW = COTTON WOOD

CYP = CYPRESS

D = DOGWOOD

DP = DATE PALM

E = ELM

FIG = FIG

H = HICKORY

HA = HACK BERRY

HY = HOLLY

IW = IRON WOOD

JM = JAPANESE

M = MAGNOLIA

JPLUM = JAPANESE PLUM

LOK = LIVE OAK

LROK = LAUREL OAK

M = MAGNOLIA

MO = MIMOSA

MP = MAPLE

MUL = MULBERRY

P = PINE

PC = PECAN

PO = POPLAR

POK = POST OAK

PR = PEAR

PRS = PERSIMMON

RB = REDBUD

ROK = RED OAK

SAGO = SAGO PALM

SAS = SASSAFRAS

SG = SWEET GUM

SOK = SCRUB OAK

SPM = SABLE PALM

SYC = SYCAMORE

T = TUPELO

TOK = TURKEY OAK

TUN = TUNG TREE

U = UNKNOWN

W = WILLOW

WAL = WALNUT

WM = WAX MYRTLE

WOK = WATER OAK

WTO = WHITE OAK

PP POWER POLE

TP TELEPHONE POLE

T-PED TELEPHONE PEDESTAL

GP GUY POLE

SVP SERVICE POLE

TMH TELEPHONE MANHOLE

ELECTRIC GUY WIRE

PLP PRIVATE LIGHT POLE

FH FIRE HYDRANT

SAN CO SANITARY SEWER CLEAN OUT

WM WATER METER

WV WATER VALVE

GV GAS VALVE

SANMH SANITARY SEWER MANHOLE

SDMH STORM DRAIN MANHOLE

BFP BACKFLOW PREVENTER

SIGN

STREET LIGHT POLE

SIGNAL POLE (CONCRETE)

SIGNAL POLE (STEEL)

SIGNAL POLE (WOOD)

SIGNAL POLE (MAST ARM)

PEDESTRIAN PUSH BUTTON

VEHICLE LOOPS

PULL BOX

CABINET / CONTROLLER

STREET LIGHT ON SIGNAL POLE

TRAFFIC SIGNAL (VERTICAL POSITION)

TRAFFIC SIGNAL (HORIZONTAL POSITION)

PEDESTRIAN SIGNAL

SEE FDOT DESIGN STANDARDS FOR

ADDITIONAL STRUCTURES

1 2

3 4

5 6

NORTH ARROW

FLOW ARROW

TREE SIZE (MEASURED AT

DIAMETER AT BREAST

HEIGHT (DBH) AND SPECIES

BM BENCH MARK

TBM TEMPORARY BENCH MARK

CONCRETE MARKER

CONTROL POINTS (58" REBAR

WITH PLASTIC CAP, OR NAIL

AND DISK MARKED C.O.T.

PROPERTY CORNER, OR

RIGHT-OF-WAY CAP)

EXISTING TREE

EXISTING TREE TO BE

REMOVED

EXISTING TREE TO BE

TRANSPLANTED (RELOCATED)

EXISTING TREE TO BE

MITIGATED

CRITICAL PROTECTION ZONE

(CPZ)

A/G = ABOVE GROUND

APPROX. = APPROXIMATE

ASPH. = ASPHALT

BM = BENCH MARK

CB = CATCH BASIN

CM = CONCRETE MONUMENT

C&G = CURB AND GUTTER

CBC = CONCRETE BOX CULVERT

CIP = CAST IRON PIPE

CMP = CORRUGATED METAL PIPE

CONC . = CONCRETE

C.O.T. = CITY OF TALLAHASSEE

DC = DROP CURB

DBI = DITCH BOTTOM INLET

DW = DRIVEWAY

E = OVERHEAD ELECTRIC CABLE

ELEV. = ELEVATION

ESMT = EASEMENT

EOP = EDGE OF PAVEMENT

EXIST. = EXISTING

FES = FLARED END SECTION

FFE = FINISH FLOOR ELEVATION

FH = FIRE HYDRANT

GP = GUY POLE

GV = GAS VALVE

HW-CC = HEADWALL

HYD = HYDRANT

INV. = INVERT ELEVATION

JB = JUNCTION BOX

JCT = JUNCTION

LF = LINEAR FEET

LP = LIGHT POLE

MB = MAIL BOX

MES = MITERED END SECTION

MH = MANHOLE

PB = PULL BOX

PM = PARKING METER

PP = POWER POLE

PROP. = PROPOSED

PSE = PERMANENT SIDEWALK EASEMENT

PVC = POLY VINYL CHLORIDE

R = RADIUS

RCP = REINFORCED CONCRETE PIPE

REQ. = REQUIRED

RTW = RETAINING WALL

S = OVERHEAD SIGNAL LEAD IN

SAN. = SANITARY SEWER PIPE

SAN. C.O. = SANITARY SEWER CLEAN OUT

STA. = STATION

SDMH = STORMWATER MANHOLE

SP = SIGNAL POLE

SVP = SERVICE POLE

T = OVERHEAD TELEPHONE

TBM = TEMPORARY BENCH MARK

T-PE = TELEPHONE PEDESTAL

T-RPR = TELEPHONE REPEATER

TEMP. = TEMPORARY

TMH = TELEPHONE MANHOLE

TP = TELEPHONE POLE

TV = OVERHEAD CABLE TELEVISION

TYP. = TYPICAL

U.N.O.= UNLESS NOTED OTHERWISE

UTV = UNDERGROUND CABLE TELEVISION

UT = UNDERGROUND TELEPHONE LINE

UE = UNDERGROUND ELECTRIC LINE

VCP = VITRIFIED CLAY PIPE

W = WATER LINE

WM = WATER METER

WV = WATER VALVE

TRAFFIC

ARROWS

SURVEY

GRAVEL DW =Gravel Driveway DIRT DW = Dirt Driveway ASPH. DW = Asphalt Driveway CONC. DW = Concrete Driveway

CHW = Concrete Headwall EOP = Edge of Pavement BL = Base Line of Survey

R = Radius T = Tangent

D = Central Angle or Delta

PL = Property Line CL = Centerline CH=Chord Bearing and Distance L = Length

(S) = Survey Field Measurement

CONC. = Concrete

F.A.C. = Florida Administrative Code

R.L.S. = Registered Land Surveyor

(D) = Information taken from Deed

TLC = Tallahassee-Leon County

G.P.S. = Global Positioning System

C.O.T. = City of Tallahassee

CM = Concrete Monument

P.C. = Point of Curvature

PG. = Page

L.B.# = License Business Number

O.R. = Official Record Book

P.I. = Point of intersection P.T. = Point of Tangency

R/W = Right-of-Way

(P) = Record Plat Information

(C) = Calculated Measurement

BM = Bench Mark

FCM = Found Concrete Monument

FIRC = Found iron rod and cap

FNC = Found nail and cap

FCIP = Found crimped iron pipe

FIP = Found iron pipe- open

P.O.B. = Point of Beginning P.O.C. = Point of Commencement

FN&D = Found nail and disc

D.B. = Deed Book P.B. = Plat Book

S.F. = Square Feet AC± = Acreage more or less C&G = Curb and Gutter

LS-BUSH = Landscape Bush

MB = Mailbox

DBYSO = Double Yellow Solid Line

WSO = White Solid Line WSK = White Skip Line

YSO = Yellow Solid Line

WM = Water Meter

FH = Fire Hydrant WV = Water Valve

W-SP = Water Spigot

W-TEE = Water Line Tee

GUY = Electric Guy Pole OHE = Overhead Electric Line E-AGBX = Above Ground Electric Box

PP = Power pole

SSMH = Sanitary Sewer Manhole SSCO = Sanitary Sewer Cleanout

INV. = Invert

SDMH = Storm Drain Manhole

CMP = Corrigated Metal Pipe RCP = Reinforced Concrete Pipe TOP = Top of Slope BOS = Bottom of Slope

CI = Curb Inlet GI = Gutter Inlet CB = Catch Basin DBI = Ditch Bottom Inlet

TSB = Top of Sand bag BSB = Bottom of Sand bag TOB = Top of Berm

PVC = Polyvinyl Chloride Pipe

GR = Storm Grate

TPED = Telephone Pedestal

BHW = Brick Headwall

LSP = Landscape Planter

HATCH

EXISTING CONCRETE

PROPOSED 4" CONCRETE

PROPOSED 6" CONCRETE

SAW CUT EXISTING

MILL & RESURFACE ASPHALT

PAVEMENT (SEE CROSS SECTION

FOR PAVEMENT DESIGN)

RECONSTRUCTION

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STA.: 10+00.00

N:519255.9052 E:2032156.1837

STA.: 25+97.48

BEGIN PROJECT STA.:11+88.42

N:519255.9280 E:2032344.5990

END PROJECT STA.: 25+84.51 25+97

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SAXON ST.

PASCO ST.

PERRY ST.

CLEVELAND

ST.

GEORGE CALVIN

D

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N

° 0 0'

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9.7

N

° 5 0'

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1.3

N 89° 12' 24" E 114.12

N 86° 43' 29" E 79.16

N 88° 05' 27" E 65.33

N

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M

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LINE STA. - 17+50.00

MATCH

LINE STA. - 20+00.00

M

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LINE STA. - 22+50.00

M

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LINE STA. - 24+20.00

PI STA. 11+79.75

PI STA. 19+31.10

PI STA. 20+45.22

PI STA. 21+24.38

PI STA. 21+89.71

℄ FLORAL STREET

BENCHMARK#1 INFORMATION

SET NAIL & DISC IN

ASPHALT CITY OF

TALLAHASSEE SURVEY POINT

(ELEV:86.77-NAVD 88)

BENCHMARK#2 INFORMATION

SET NAIL & DISC IN

ASPHALT CITY OF

TALLAHASSEE SURVEY POINT

(ELEV:99.40-NAVD 88)

BENCHMARK#3 INFORMATION

SET NAIL & DISC IN

ASPHALT CITY OF

TALLAHASSEE SURVEY

POINT

(ELEV:111.06-NAVD 88)

BENCHMARK#4 INFORMATION

SET NAIL & DISC IN

ASPHALT CITY OF

TALLAHASSEE SURVEY POINT

(ELEV:118.25-NAVD 88)

BENCHMARK#5 INFORMATION

"X" MARK IN CONCRETE

SIDEWALK

(ELEV:119.14-NAVD 88)

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PROP.

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1.5' VARIES

SOD

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R /W

APPROX. 40-56'

RIGHT-OF-WAY

R /W

VARIES

SOD

TYPE F (MOD. 18") CURB

& GUTTER W/ 6"

LIMEROCK BASE

4" OR 6" CONC.

(SEE PLANS)

4" OVERHANG

℄ FLORAL

ALIGNMENT

℄ EOP P.G.L.

10'

RECONSTRUCTION

10'

MILL &

RESURFACE

E X

IS

T.

E

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TYPICAL SECTION 1

FROM STA. 12+20 TO STA. 24+30

20'

EXIST. ROADWAY

P R

OP

E

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5.9'

PROP.

SIDEWALK

1.5' 5'

SWALE

0.30%

R /W

APPROX. 56'

RIGHT-OF-WAY

R /W

TYPE F (MOD. 18") CURB

& GUTTER W/ 6"

LIMEROCK BASE

4" OR 6" CONC. (SEE PLANS)

4" OVERHANG

℄ FLORAL

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℄ EOP P.G.L.

E X

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TYPICAL SECTION 2

FROM STA. 24+30 TO STA. 25+58

SLOPE VARIES

SEE CROSS SECTIONS

VARIES

SOD

SLOPE VARIES

SEE CROSS SECTIONS

SLOPE VARIES

SEE CROSS SECTIONS

RECONSTRUCTION

12" TYPE "B" STABILIZATION LBR 40

6" OPTIONAL BASE GROUP 4

2" TRAFFIC LEVEL B, TYPE SP-9.5

ASPHALTIC CONCRETE (PG 76-22 PMA)

VARIABLE MILLING

MILL EXIST. ASPHALT PAVEMENT FOR

SLOPE SHOWN ON CROSS SECTIONS

RESURFACING

2" TRAFFIC LEVEL B, TYPE SP-9.5

ASPHALTIC CONCRETE (PG 76-22 PMA)

10'

RECONSTRUCTION

10'

MILL &

RESURFACE

VARIABLE MILLING AND

RESURFACING

VARIABLE MILLING AND

RESURFACING

RECONSTRUCTIONRECONSTRUCTION

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SAN

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10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

P E R R Y

S T.

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ROBERT AND TRUDIE PERKINS WAY

LIBERTY ST.

MANATEE ST.70

65 70 75 80 85 90 95

100 10

S-1

EXISTING POND

S-1

SD-22

SD-15 SD-16

SD-12 SD-13 SD-20

SD-19

SD-18

SD-17

SD-9

SD-11

SD-10SD-6

SD-5

SD-4

SD-14

DB-21

0.61 AC

C=0.56

SD-20

1.93 AC

C=0.43

SD-19

1.24 AC

C=0.52

SD-18

1.35 AC

C=0.53

SD-17

1.42 AC

C=0.41

SD-9

6.07 AC

C=0.36

SD-10

0.18 AC

C=0.60

SD-11

1.22 AC

C=0.39

SD-4

0.35 AC

C=0.33

SD-6

2.08 AC

C=0.38

SD-5

0.19 AC

C=0.79

SD-13

2.80 AC

C=0.43

SD-22

4.96 AC

C=0.37

SD-16

0.16 AC

C=0.67

SD-12

0.17 AC

C=0.67

S-1

0.20 AC

C=0.69

SD-15

0.25 AC

C=0.64

SD-14

0.51 AC

C=0.32

SDMH-1

SDMH-8SDMH-7

SDMH-3

LEGEND

PROJECT DRAINAGE BASIN

XX-XX

X.XX AC

C=X.XX

FLOW ARROW

BASIN NAME

BASIN SIZE

C-VALUE

XX-XX STRUCTURE NAME

SDMH-3

TOP ELEV. = 77.16

INV. ELEV. = 73.49(SW) 18"RCP

INV. ELEV. = 73.42(N) 15"RCP

INV. ELEV. = 73.42(E) 24"RCP

SD-4

TOP ELEV. = 77.09

INV. ELEV. = 73.86(S) 15"RCP

SLOT ELEV. = 76.34

SD-5

TOP ELEV. = 86.92

INV. ELEV. = 83.94(E & S) 15"RCP

SLOT ELEV. = 86.19

SD-6

TOP ELEV. = 88.30

INV. ELEV. = 85.18(W) 15"RCP

SLOT ELEV. = 87.58

SD-14

TOP OF STORM GRATE ELEV.= 73.10

BURIED UNDER THE DIRT

SDMH-1

TOP ELEV. = 76.70

INV. ELEV. = 71.85(W) 18"RCP

INV. ELEV. = 72.10(N) 18"RCP

S-1

TOP ELEV. = 77.35

INV. ELEV. = 72.82(S) 18"RCP

INV. ELEV. = 72.82(N) 18"RCP

SDMH-7

TOP ELEV. = 98.41

INV. ELEV. = 92.44(N) 18"RCP

INV. ELEV. = 92.09(W & E) 24"RCP

SDMH-8

TOP ELEV. = 99.93

INV. ELEV. = 96.05(NE) 15"RCP

INV. ELEV. = 93.80(W) 24"RCP

SD-9

TOP ELEV. = 99.31

INV. ELEV. = 96.57(SW) 15"RCP

SLOT ELEV. = 99.31

SD-10

TOP ELEV. = 99.19

INV. ELEV. = 93.95(NE) 15"RCP

INV. ELEV. = 93.83(S) 18"RCP

SD-11

INV. ELEV. = 97.10(SW) 15"RCP

SD-12

TOP ELEV. = 82.66

INV. ELV. = 77.18(S & E) 18"RCP

SLOT ELEV. = 81.89

SD-13

TOP ELEV. = 82.74

INV. ELEV. = 77.41(S & W) 8"RCP

SLOT ELEV. = 81.89

SD-18

TOP ELEV. = 92.21

INV. ELEV. = 88.92(SW) 15"PVC

SD-17

TOP ELEV. = 89.26

INV. ELEV. = 86.39(SW) 15"RCP

SD-20

TOP ELEV. = 101.70

INV. ELEV. = 98.97(SW) 15"RCP

SD-19

TOP ELEV. = 102.89

INV. ELEV. = 99.76(S) 15"RCP

SD-16

TOP ELEV. = 66.1

INV. ELEV. = 63.62(SW) 15"RCP

SD-15

TOP ELEV. = 64.82

INV. ELEV. = 61.2(SE) 15"RCP

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M

DIPPED SIDEWALK DRIVEWAY

N.T.S.

DRIVEWAY

(WIDTH VARIES)

6' S

ID

E W

AL

K

6'

TRANSITION TO

DROP CURB

SLOPESLOPE

6'

TRANSITION TO

DROP CURB

1:121:12 S L O P E

NOTES:

SEE ROADWAY PLANS FOR FDOT STANDARD DRIVEWAY PROFILE LOCATIONS

SEE FDOT STANDARD PLAN 522-003 FOR ADDITIONAL DIMENSIONS AND INFORMATION

(MOD.) DRIVEWAY FLARE

N.T.S.

DRIVEWAY

(WIDTH VARIES)

6' SIDEWALK

3' 1'

NOTES:

SEE ROADWAY PLANS FOR FDOT STANDARD DRIVEWAY PROFILE LOCATIONS.

SEE DRIVEWAY CROSS SECTIONS FOR SLOPES.

SEE FDOT STANDARD PLAN 522-003 FOR ADDITIONAL DIMENSIONS AND INFORMATION.

6'

1'

1.

5'

C U R B

6' UTILITY

STRIP6'

CONCRETE CURB & GUTTER,

TYPE F (MODIFIED 18")

N.T.S.

NOTES:

1. REFER TO FDOT STANDARD PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

6"

18"

12"

R3

R2

R 3 4

1'

2" Std.

6" Min.

8"

V ar ie s w it h

Th ro at 1' -7

M ax

M in

THICKENED EDGE SLAB SECTION DETAIL

N.T.S.

4"

8"

4.5"

ANCHOR BOLT

ALUMINUM PIPE GUIDERAIL

PER FDOT STANDARD PLANS

515-062

4"-45° HAUNCH

#4 BAR CONTINUOUS

#4 BAR CONTINUOUS

#4 BAR CONTINUOUS

#4 BARS AT 18" O.C.

2'-0"

EN

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P.

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N O.

1D E S C R

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ON

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R E V

IS

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N S

2 3 4 5

JOB No.

DRAWN

DESIGNED

CHECKED

DATE

S H E E T

P R

OJ

E C T

P R E P

AR

E D B

Y

U N D E R

GR

OU

N D U

TI

LI

TI

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P U B

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C I N F R

AS

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U C

TU

R E

S

AD

AM

S S

TR

E E T, T

AL

LA

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AS

S E E F L

DA

TE

SI

GN

AT

UR

E

SHEET

C

T A

L L

A H

A S

S E

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C10

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ON

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D

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2400842

KRA

JTK

JTK

2026-02-04

F

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S T.

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E E

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P R

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E M E N

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K L I N E D I N S T

3' -9

3' -1

8"

8"

2' -8

1 4" 1' -0

3 4

3.

5'

3.5'

6'

B-B

C9-A

C -C

C 9-

A

A-A

C9-A

B -B

C 9-

A

TOP OF PLANTER BED EL. 95.36FT

TOP OF SIDEWALK

TOP OF STEPS

BOTTOM OF PLANTER BED

6.5'

9.

5'

C-C

C9-A

SECTION B-B

SCALE: 12" = 1'-0"

B-B

C9-A

SECTION B-B

SCALE: 12" = 1'-0"

3' -9

" 3' -1

3' -9

"3' -1

B-B

C9-A

SECTION B-B

SCALE: 12" = 1'-0"

2" ∅ PVC DRAIN WITH

8"X8" GALVANIZED

MESH (14" OPENINGS) AT

TOP AND BOTTOM, TYP.

3" CLR., TYP.

NOTES:

1. REBAR SHOWN ON THIS DRAWING IS COLOR CODED. PRINT IN COLOR.

2. ALL BARS MUST BE NO. 4 REBAR, GRADE 40 OR 60, AND MEET THE

REQUIREMENTS OF FDOT SPECIFICATION 931.

3. SEE REBAR SCHEDULE AND LAYOUT ON NEXT SHEET.

4. CONCRETE MUST BE CLASS NS CONCRETE PER FDOT SPECIFICATION 347.

5. SEE PAY ITEM NOTES FOR ADDITIONAL INFORMATION.

2% SLOPE…